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HomeMy WebLinkAboutContract 59387FoRTWORTH CITY SECREi1'1RY 5q,,j�,. CONTRACT NO. PROJECT MANUAL FOR THE CONSTRUCTION OF WATER & SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT, SECTION I: PART 10 —WATER & SANITARY SEWER RELOCATIONS Fort Worth Central City WBS NO. 07.05 City Project No. 00969 VOLUME I OF 2 Mattie Parker David Cooke Mayor City Manager Chris Harder Director, Water Department Lauren Prieur Interim Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water & TPW Departments 2/2/2023 000 CARL T. DEZEE �� o0 87685 0 ��� 0 _SsONo` / Kimley)))Horn Texas Registered Engineering Firm F-928 KHA No. 061018052 2023 OFFICIAL RECORD CITY 4,ECRETARY Prepared by: "iVtiIRTH, TX tP; �' + .'��...................... r BRENT E. LEWIS r �............................. + 92662 �r ++ 10" �!CENSE� '��'�`r� Z��S�ONei�� ENG4 Geisler Partners 1w Consulting Engineers +rRL TX Firm Reg. No. F-21866 12001 N. Central Expy., Suite 301 Dallas, Texas 75243 FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 00 TABLE OF CONTENTS VOLUME 1 OF 2: Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 07/19/2021 0021 13 Instructions to Bidders 11/02/2021 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 0045 11 Bidders Prequaliflcations 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 Prequalification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 11/23/2021 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 00 61 25 Certificate of Insurance 07/01/2011 007200 General Conditions 08/23/2021 00 73 00 Supplementary Conditions 03/09/2020 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 0131 19 Preconstruction Meeting - Modified 02/02/2023 01 31 20 Project Meetings - Modified 02/02/2023 01 32 16 Construction Schedule 08/13/2021 01 32 33 Preconstruction Video - Modified 02/02/2023 01 3300 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 4523 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan - Modifed 02/02/2023 01 58 13 Temporary Project Signage 07/01/2011 01 6000 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey - Modified 02/02/2023 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 7823 Operation and Maintenance Data 12/20/2012 01 7839 Project Record Documents 07/01/2011 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City Project No. 00969 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 01- 01v 1> 00 General Requirements sSUffif... afy Of W,.F Modified I 01�0 01 31 19 Preconstruction Meeting - Modified I 02/02/2023 I 0131 20 Project Meetings -Modified 02/02/2023 01a�2 16 01 32 33 n 1�0 01�35T13 Preconstruction Video - Modified Subs Sp,,eia n-ejean..,,,.,,,a,, es 02/02/2023 01� 4=5 23 01 50 00 015526 Testing and Inspection eefyiee e Street Usc Pons' and TTad f:..afiens to T,-., ie ! ei4rel 0157 13 Storm Water Pollution Prevention Plan - Modified 02/02/2023 016000 P,-z reduet Req%1 .Nxv1\.xts 017000 0171 23 01� Mobilization and Remobilizatie Construction Staking and Survey - Modified GleeiIia I 02/02/2023 0177 1199 017823 Gl see t Req .,ts s1nat-,j a I_Xata Division 02 - Existing Conditions 02 41 13 Sotoe4iye Site D,,ffielifier 0241 14 Utility Removal/Abandonment - Modified I 02/02/2023 0241 Rmi&&S Rem -a al Division 03 - Concrete 03 30 00 Cast -In -Place Concrete - Modified 02/02/2023 0334 13 Controlled Low Strength Material (CLSM) - Modified 02/02/2023 03 34 16 Concrete Base Material for Trench Repair - Modified 02/02/2023 Division 26 - Electrical 2'6 0S 10 Demolition f r Electrical Systems 2605 4 33 Underwound Duets and Race :, s f r Eleetriea4 System Division 31- Earthwork 31,E Site Clearin$ 3123 16 3 1�0 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City Project No. 00969 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 Division 32 - Exterior Improvements Z7� Permanent Asp ett Amiss-- i, tpo& 3201 11r8� Temporary Asphalt Paving Repair - Modified 320129 321-1 23 FiLIdJ,r Rese-Ge s 32 1129 Lime Treated Base Courses 321} 3 Cement Treated Base /'eufses 321137 Liquid Treated Soil Stabilizer- 321216 Asphalt Ue.,;„ ,3.21273 Asphalt Paving Greek Sealants 3 1313 Peneramte D.,ying 32; 13 20 ('eneveto Sidewalks, Driveways and Denier Aron Damps 3�23, Ge ete Paving joint Sealants 2 32 16 13 Ge„erete Curb a„.7 Gutters and Valley Q+tters 3 Pavement TTafld„gs 32 1725 Gufb Address ress De:„t:„g 3231-1-3 Chain orywo and awes 32 126 Wire Ae„ees and Gates 323129 VAOad—FzN eg and Gates 3232 13 Gas-V.r. Plloo- Generete Retaining Walls 3291 9 T-opseil Plaeeffient and Finishing of -Parkways 329213 u �uInlirg, Ea. 32-93-43 Trees and Shrubs Division 33 - Utilities 33 0130 Sewer e„,1 Nlan ole Test;„n 330131 Glesea rife,.;+ Teley4sie (GGTAn T„s„eet e 33 03 10 Bypass--Pmring af Existing Sewer Systems 33 04 10 Joint Beading and Eleetrieal Isolation 33 04-11 Genesio Centre! tre! Test Stet;,.„� 33 04 12 Magnoc'ium. r x3 e G tl,ad a Pfateet:e„ System 33 04 30 Ter„„erery Water- Sery ees 33 04 40 J=rzN%- aid A eee„te„ee Testing .,4'Water Mains 1 33 04 44 Settlement Monitoring - Added 3304-59 Gleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backf`ill - Modified 33 05 i2 walil Lhn- 7 er4ng 33 05 13 Frame Gower e„,l C-3— e Rings Gast Ire„ 9305 � i3.01 Frame Gower a„,1 Grade Rings Composite 33 05 14 n d t. 1 r l A 7 t a atufes to i-�"crircn�v¢r'k�livxcr� riaC'�, �urv�z.vII�O, [lCl��l'lar �il°ll,�sca-ta Grade 33 05 16 ! enerote AUeter Vaults 33 05 13 re„erete Collars 33 93-20 Auger Bering 33� Tunnel Liner Plate 33-05 22 Steel G sing Ape 02/02/2023 02/02/2023 02/02/2023 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City ProjectNo. 00969 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 33 05 23 Hand Tunneling 33 0524 installation of Carrier- Pipe i-.-Gwixg gr Tunnel Liner- Plate 33 0526 Utility T if., fkers /T .,,.. ter-s �v T✓-05-moo Loeation of Existing Utilities 33 05 42 Water Control For Tunnel Construction - Added 02/02/2023 33 05 45 Contact Grouting - Added 02/02/2023 3 7�1 1_1 0 Tluet l e hye U;„o 33 11 12 Pel<,yiayl C;We.-ide (PVG) Pros„ a Pipe 33 11 13 !''..„rote Pfess «o D;„oe T Bar 3 appe.le Stool Cylinder- Type 33 M 14 Bufied S e1 P!fQ GSA -Fittings 33 1220 Resilient Seated Gate Valve CITY OF FORT WORTH TRV — Section I : Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City Project No. 00969 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Division 34 - Transportation 3 AA A�-r4 1 10.01 Attaelhinezr A - ei#f Tiler- C--abinec 2A ^�vvt AttaelYiiient B—Gentfeller- Speeifleaiion 3^ A�3 A#aehment G Software Speeifieatie 3n� Tompor.,r<, T-r- ff e Signals 34 44 15 R-eeiai*uk- '%ap.M D men 3^ 41 16 Pedestrian Hybrid Signal 34 1 120 U...,.1,. ay 111„r.,inati r Assemblies 3 n n� r-rl20.0z AftoR"ial 1-iz 4irf&ires 34 4120.02 Freeway LED RoadwWlzum�\�Na�--s 34 4120.03 ResidentizI LED P_9adwhaminares 34 4130 Alumirimr. bigiis 3-0- 1 1,3 mr., del Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.Sov/tt)w/contractors/ or httvs: //avvs.fortworthtexas.2ov/Pro i ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 02 41 14 Utility Remeval4bandemn 112y1�12 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03/11/2022 0334 16 reneret Base l., aer-i 1 fer Trench Rwair 11 nz n�i 038000 >t,fe ifieations t 1 dsting Generete Stfu.+ r-es Q4209012 Division 26 - Electrical 228500 !'`,..r,......,r. Work Results for- EleetFiea n9/1v77n72022 -85-10 Demolition for Rleetfie l Systems 1'1Mzzr 04012 2605 43 Underground Duets and D.,..e.. ays for- Eleetfie l Syst,!l^7/llv7rvlpol1 Division 31- Earthwork 31 00 00 Site nnrcc Clearing n 3 /22 i�21 3123 16 Unclassified Excavation 01/28/2013 3 1�2323 Borrow n 1 /'1� 8lzmi013 314 00 EmbaHlHnent9 o1 /9 a� / 03 31 25 00 Erosion and Sediment Control 04/29/2021 313600 Gabiens 1�/z "zz / Q 31� Rdprap _ 12/2 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City Project No. 00969 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 Division 32 - Exterior Improvements 3201 17 i, Permanent Asphalt Paving Repair I 12/20/2012 3201 32 01 29 32 1123 32 1129 Concrete Paving Repair Fle)dble Base Courses rime T-Fe ,toa Base G,,ufses I 12/20/2012 172 I 12 20/r2012 27�j, 321137Stabilizer-08/� 32 1216 r<e.,, efA Tr...,4.,,1 Base Caufsof_ Asphalt Paving n6r1� n�022 V20icf 12/20/2012 32 1-273 ALphaR %` 4ngC+.G-kSea1ffiA-5 1 71 n z 32 13 13 Concrete Paving 06/10/2022 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps I 12/09/2021 32 13 73 Concrete Paving Joint Sealants T D.,<,:.,. 12/20/2012 1 2 /20 012 32 14 16 32 1613 B fiek n4 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 1723 Pavement Markings Paii4in_g,I 06/10/2022 11 /04/2019 32 1727 3231 13 Curb Address Chain Fences and Gates >; o. Gates 12/20/2012 I 12/�lz 323126 32 31 29 WiT-e ees and Wood Fences and Gates 12/20/2012 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 3292 13 3292 14 3293 A Sodding ICI.,.. TI. &ye C.,.,ding Trees and Siffabs 05/13/2021 05/1�T 1 7 /7zzr2m42012 Division 33 - Utilities 3301 30 Sewer and Manhole Testing 9/07/2018 3301 31 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 33 001 32 Clos2d✓ClJuit Taleyisio (GGTzn I„speetio Stem Dra 03 /1v�r1 V2022 3303 10 33 04 10 Bypass Pumping of Existing Sewer Systems JaipA Banding and Eleetrieal 1selatien. !'erArel Test 12/20/2012 11 /�401-2 12/2V2012 3304 11, 33 04 30 Corrosion. St.,t:.,.,.� Temporary Water Services I 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 n�/1� 1�z 3304 0 33 05 10 Gleaning e fPipes E,,=��afien,04/02/2021 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings Adjusting Valve Other- Struettffes toI 09/09/2022 33$514 3305 fro 3305 17 aad Grade Conerote Water Vaults Concrete Collars 03 /1�n022 12/20/2012 I_ 03/11/2022 33 05 20 Auger Boring 12/20/2012 33 05 21 33 02z Tunnel Liner Plate Steel !`..sing Ripe I 12/20/2012 I 1']/'1.rc�20l�riviz 330523 33 05 24 ix PiV"n G'slog or Tunnza lirxr Rate I 12404012 i2/�22 33 05 26 Utility Markers/Locators 1 12/20/2012 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City Project No. 00969 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 0530 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 11 3 33 ! 1 14 Coneret FV2e .7-m-- Piro, Bor `t r.app a, Steel Cylinder- Type Buried Steel Pip .,d Fittir*. i2/2 i2/ 0/2N2 33 1210 Water Services 1-inch to 2-inch 02/14/2017 33 1211 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve A A 1<. 05/06/2015 /� '�2019 33 1 33 1225 33 1230 WW Rubbef Seated B #er- Valves Connection to Existing Water Mains G,,,., bii do Air Nall Assemblies fo- Potable t>;/.,ter Systems 04 02/06/2013 y n /n�z 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 3 33 1260 2 33--311 !Standard Blew eff Valve Assembly r7 G uff l in Nc4e Pipe (GIP-P) 06 Q/-rzr20/20i2 3331 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 113 3331 155 21� Higl. TDeasity Pel�,..+1.<,l0„0 M=R) PIp� Sar Stu+.,.-..�-Sewer- Polyvinyl Chloride (PVQ !3f'..�'<- ity Sanitary Sewer Pipe 04/23/2z019 09/0z, 33,3i N„ pipe 1 7 M-rx�-zviinvrc 333122 Sanitary.nt3"r U.* :lrilig 1 71 M z 333123 Se*isa f ✓YT(r Pipe Enlaf!geme..+ 11 2N1 z 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 333170 3339 10 Combination Air- Valve for Sanitary Sewer Foree Mains Cast -in -Place Concrete Manholes 12404912 12/20/2012 33 39 20 3333930 Precast Concrete Manholes 12/20/2012 120M12 3339 qg 33 39 60 4� Wastewater A ,.eels C1.....,1 er- (3A A C) Liners for Sanitary Sewer Structures r Stef„, cewerPipeiG„lyei4s 1.1 /n�12 04/29/2021 n�/na 1�= 3 ,33 41 11 Rei4ar-eed nerete High Density Polyethylene 411DPE) Pik. fC r Stef.v. Tl,•..i � Q/'lrtrz04W2 334}2 Reinfereed Polyethylene ( PJNL'l Dip3 l�l 11 /1�/iz0is 3� 4113 33 4600 l ep Pna fkp3 far�St i Sub 06/1�nz2i 1 V20lei 33-46-94- age $le#ed Stoma Drainc n�/n1 /�n11 o�z 33 46 02 ,33 49 gGast Trencl:'Dhmi2:s in Plaee Manheles and Junetien Box 12404012 33420Drop03/1 33-49�$ u .�tGt:';S D`r.`Y.'S�l�! �� /20222 07/o /�n11 vrrorrsoz-r Division 34 - Transportation 34 41 10 TFaffir, ft als n� /10 1 /20 2 3n n�01 AttaelimentA Contfellef G—.iabiiiet 12/lizr490is 3 4 41� r.02 rArttaebment B Gentrall2f Speeifieatie-n 34�41 i�v3 Attaehment G Saftwafe Speeiflea+ien 1 344111 11 22 013 34 03 /10 1 n�2 34 4120 Roadway 111umination Assemblies 12nonlei -I CITY OF FORT WORTH TRV - Section 1: Part 10 - Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City Project No. 00969 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 34 4120.01 t n �i�r �J�1Y` IL�d»y .r �smes 0��-64V2015� 34 4120.02 Freeway LED n eadw 06454015 3 n A�O3 Res -id tE l LED Roadway 06 15 420 5 34 4130 AAmi.vjm, Ei_gns W/i=W3 3471 13 Traffic Control 03/22/2021 VOLUME 2 OF 2: Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.06 Hazardous Environmental Condition at Site GC-5.041) Fort Worth and Western Railroad Right of Entry and Insurance Requirements GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 9, 2022 City Project No. 00969 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, April 11, 2023 REFERENCE NO.: **M&C 23-0239 LOG NAME: 60WSSRFWCCS1 P10WSSR- CIRCLEC SUBJECT: (CD 2 / Future CD 2) Authorize Execution of a Contract with William J. Schultz, Inc. dba Circle C Construction Company in the Amount of $4,994,602.00 for the Fort Worth Central City Project Water & Sanitary Sewer Main Relocations for the Fort Worth Central City Project, Section 1: Part 10 — Water & Sanitary Sewer Relocations - City Project Trinity River Vision Phase 1, Provide for Total Project Costs in the Amount of $5,738,123.00 and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2023-2027 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company in the amount of $4,994,602.00 for the Water & Sanitary Sewer Main Relocations for the Fort Worth Central City Project Section 1: Part 10 project; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water & Sewer Capital Projects Fund in the amount of $529,294.00, transferred from available funds within the Water and Sewer Fund, for the purpose of funding the Trinity River Vision Phase 1 project (City Project No. C00969) to effect a portion of Water's contribution to the Fiscal Years 2023- 2027 Capital Improvement Program. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company in the amount of $4,994,602.00 for the Water & Sanitary Sewer Main Relocations for the Fort Worth Central City Project, Section 1: Part 10 — Water & Sanitary Sewer Relocations project -city projectTrinity River Vision Phase 1. The project consists of Section 1 of the water and sewer relocations as indicated on the following streets and easements to accommodate the proposed United States Army Corps of Engineers Bypass Channel Segment: Street NE 11th Street Easement east of N. Commerce Street N. Main Street From N. Main Street / NE 11 th Street Inspection 155 feet east of the NE 11th Street / N. Commerce Street Intersection NE 11th Street / N. Main Street Intersection To Fort Worth & Western Railroad Right- of- Way Scope Water/Sewer 92 feet southeast then Sewer 72 feet east 500 feet south Water/Sewer Easement west of 500 feet south of 210 feet Fort Worth N.E. 11th Street / N. southeast to Western Railroad Main Street N. Houston Sewer Right — of - Way Intersection Street Grand Avenue / N. 1,760 feet N. Houston Street Houston Street south Water/Sewer Intersection The project was advertised for bid on February 2 and 9, 2023, in the Fort Worth Star -Telegram. On March 2, 2023, the following bids were received: Bidders William J. Schultz, Inc. dba Circle C Construction Company S.J. Louis Construction of Texas, Ltd. Total Bid Contract Time $4,994,602.00 27 s Calendar Y (1$8,101,001.501 In addition to the contract amount $481,804.00 (water: $127,059.00; sewer: $354,745.00) is required for project management, material testing and inspection and $261,717.00 (water: $71,920.00; sewer $189,797.00) is provided for project contingencies. This project will have no impact on the Water Department's operating budget when complete. It is the practice of the Water Department to appropriate its CIP plan throughout the fiscal year, instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will amend the City of Fort Worth's Fiscal Year 2023- 2027 Capital Improvement Program as follows: 60WSSRFWCCS1P10WSSR- CIRCLEC Capital BudgetProject FY2023 CIP Change Revised Fund Name Appropriations Authority Increase / FY2023 Name Decrease) Budget W&S C00969 Capital — Trinity Projects River Vision, $0.00 This M&C $529,294.00 $529,294.00 r Fund 56002 Phase 1 Funding is budgeted in the Transfer to Water/Sewer account of the Water and Sewer operating budget for the purpose of funding the Trinity River Vision, Phase 1 project within the Water & Sewer Capital Projects Fund. Funding for the Trinity River Vision, Phase 1 project is depicted below: Fund Existing Additional I Project Total* Appropriations Appropriations W&S Capital Projects - Fund $0.00 $529,294.00 $529,294.00 56002 Specially Funded Projects — Fund $5,809,127.94 $0.00 $5,809,127.94 .39007 Water Capital - i $14,404,708.401I $0.00II$14,404,708.40 Fund 59601 II Sewer Capital Legacy- Fund $7,769,673.12 $0.00 $7,769,673.12 59607 Water/Sewer Bond 2016 — $6,855,400.00 $0.00 $6,855,400.00 Fund 56005 Water & Sewer Bond 2015A — $6,167,422.45 $0.00 $6,167,422.45 Fund 56007 W&S Rev Bonds Series 2021 — $443,312.00 $0.00 $443,312.00 Fund 56019 W&S Rev Bonds Series 2022 — $407,022.00 $0.00 $407,022.00 Fund 56020 Project Total ,1 $41,856,665.9111 $529,294.0011$42,385,959.9111 The sanitary sewer $3,795,938.00 amount of this contract and the sanitary sewer $75,900.00 amount of material testing fees (to be performed by a geotechnical testing firm) are considered Trinity River Vision (TRV)-related work, which are eligible for funding from Tax Increment Reinvestment Zone No.9 (TRVA TIF) pursuant to the TRVA Project Plan. Having met its $26.6 million commitment to the TRV Project, the City will be reimbursed the sanitary sewer amount of $3,871,838.00 by the Tarrant Regional Water District (TRWD) upon project completion, in accordance with the provisions of the executed Interlocal Agreement between the City and the TRWD (City Secretary Contract No. 43425, as amended). Staff will record a receivable every month for reimbursable expenses, and the TRV Program Manager in the Planning & Data Analytics Department will be responsible for collecting the full reimbursement from TRWD upon project completion. *Numbers rounded for presentation purposes. Business Equity: William J. Schultz, Inc. dba Circle C Construction Company is in compliance with the City's Business Equity Ordinance by committing to 17\% MWBE participation on this project. The City's MWBE goal on this project is 17\%. The project is located in COUNCIL DISTRICT 2 and FUTURE Council District 2. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the Water and Sewer Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the Trinity River Vision, Phase 1 project to support the approval of the above recommendations and execution of the construction contract. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs).: TO 'Fundi Department (Account Project (Program�Activity Budget i Reference # Amounj ID ID Year (Chartfield 2) FROM ;Fund' Department Account' Project iProgramlActivity! Budget Reference # Amount ID ID j Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by_ Oriqinatinq Department Head: Additional Information Contact: Dana Burghdoff (8018) Chris Harder (5020) Liam Conlon (6824) ATTACHMENTS 1. 60WSSRFWCCSlP10WSSR- CIRCLEC FID Table (WCF 03.24.23).xlsx (CFW Internal) 2. 60WSSRFWCCS1 P10WSSR- CIRCLEC.docx (CFW Internal) 3. 60WSSRFWCCSIP10WSSR-CIRCLEC 1295.Ddf (CFW Internal) 4. 60WSSRFWCCSIP10WSSR-CIRCLEC CompMemo.pdf (CFW Internal) 5. 60WSSRFWCCSIP10WSSR-CIRCLEC MAP.ndf (Public) 6. 60WSSRFWCCSIP10WSSR-CIRCLEC SAM.Ddf (CFW Internal) 7. ORD.APP 60WSSRFWCCSl P10WSSR- CIRCLEC_56002_A023(6) (5).docx (Public) 8. PBS C00969.Ddf (CFW Internal) 60WSSRFWCCSlP10WSSR- CIRCLEC FID Table 2 56002 0700430 C00969 1 2023 1 $ 529,294.00 ,294.00 2 56002 I 0700430 14956001 I C00969 I C01780 I 9999 I I $ (529,294.00) 9 2 59601 0600430 5110101 C00969 C01780 9999 $ 25,412.00 (Staff Costs - Construction 2 59601 0600430 15110101 C00969 C01785 9999 $ 63,529.00 (Staff Costs -Inspection 2 56005 0600430 I S740010 C00969 C01780 9999 $ 20,299.00 I Project contingencies 2 59601 0600430 5740010 C00969 C01780 9999 $ 51,621.00 Project contingencies 1 56005 0600430 5740010 C00969 C01780 9999 $ 1,198,664.00 To pay contractor 2 59601 0600430 5310350 C00969 C01784 9999 $ 12,706.00 Soil Lab - TPW Staff Costs 2 59601 0600430 5330500 C00969 C01784 9999 $ 25,412.00 SoilLab- Consultant 2 56002 0700430 5110101 C00969 C01780 9999 $ 79,715.00 Staff Costs -Construction 2 56002 0700430 5110101 C00969 C01785 9999 $ 159,429.00 Staff Costs -Inspection 2 56002 0700430 5550102 C00969 C01780 9999 $ 4,000.00 Public Outreach (Sally) 2 56002 0700430 5740010 C00969 C01780 9999 $ 151,920.00 I Project contingencies 2 56005 0700430 5740010 C00969 C01780 9999 $ 37,877.00 (Project contingencies 1 59607 0700430 5740010 C00969 C01780 9999 $ 603,208.00 ITo pay contractor 1 56005 0700430 5740010 C00969 C01780 9999 $ 1,236,631.00 ITo pay contractor 1 56007 0700430 5740010 C00969 C01780 9999 $ 1,083,136.00 ITo pay contractor 1 56019 0700430 5740010 C00969 C01780 9999 $ 443,312.00 To pay contractor 1 56020 0700430 5740010 C00969 C01780 9999 $ 407,022.00 ITo pay contractor 1 56002 0700430 5740010 C00969 C01780 9999 $ 22,629.00 pay contractor 2 56002 0700430 5310350 C00969 C01784 9999 $ Soil Lab - TPW Staff Costs 31,886.00 ITo 2 56002 0700430 5330500 C00969 C01784 9999 $ 79,715.00 ISoilLab-Consultant Current Approp Current Approp Current Approp Current Approp Current Approp Current Approp Current Approp 12 156002 I 12060000 I C00969 I CRETAN I I I I ICombo Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0005 10- 1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page I of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) [Assembler: For Contract Document execution, remove this page and replace with the approved M&C for the award of the project. M&C insert shall be on blue paper.] END OF SECTION CITY OF FORT WORTH TRV — Section I Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No 00969 CITY OF FORT WORTH WATER DEPARTMENT WATER & SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT SECTION I: PART 10 — WATER & SANITARY SEWER RELOCATIONS Fort Worth Central City WBS No. 07.05 City Project No. 00969 ADDENDUM NO. 1 Addendum No. 1. Issue Date: February 24, 2023 Bid Receipt Date: March 2.2023 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 00969 are hereby revised by this Addendum No. 1 as follows: Water & Sanitary Sewer Construction Plans: • Sheet 41 is revised and has been designed by Kimley-Horn and Assoc., Inc. • Sheet 42 is revised and has been designed by Kimley-Horn and Assoc., Inc. • Sheet 43 is revised and has been designed by Kimley-Horn and Assoc., Inc. • Sheet 44 is revised and has been designed by Kimley-Horn and Assoc., Inc. • Sheet 45 is revised and has been designed by Kimley-Horn and Assoc., Inc. • Sheet 46 is revised and has been designed by Kimley-Horn and Assoc., Inc. • Sheet 47 is revised and has been designed by Kimley-Horn and Assoc., Inc. This Addendum No. 1 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 1" Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. I Chris Harder, P.E. RECEIPT ACKNOWLEDGED: Director, Water Department By: /.Ea cs�rcGLL, By: %er�.� ��ceCe / Tony ShAola, P.E. Company: n Assistant Director, Water Department ADDENDUM NO. 1 CITY OF FORT WORTH WATER DEPARTMENT WATER & SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT SECTION l: PART 10 —WATER & SANITARY SEWER RELOCATIONS Fort Worth Central City WBS No. 07.05 City Project No. 00969 ADDENDUM NO.2 Addendum No. 1. Issue Date: February 24, 2023 Addendum No. 2. Issue Date: March 1, 2023 Bid Receipt Date: March 2, 2023 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Specifications and Contract Documents for City Project No. 00969 are hereby revised by this Addendum No. 2 as follows: 1. Bid Proposal Workbook: The Bid Proposal Workbook [TRV — Part 10, Section I Bid Proposal Workbook.xls] is hereby REPLACED in its entirety within the Bid Documents Package Folder to [TRV — Part 10, Section I Bid Proposal Workbook (Add. No.2).x1s]. Changes to the original include: • See Item 2 below. 2. Specifications Section 00 42 43 — PROPOSAL FORM to be REPLACED in its entirety with the attached revised Bid Proposal. Changes to the original include: • Increased the row height for the following Bid Items to prevent errors during printing: o UNIT I - Water Improvements (Non-FWCC), Bid Item 26 o UNIT II - Sanitary Sewer Improvements (FWCC), Bid Items 11, 22, and 32 This Addendum No. 2 forms part of the Specifications and Contract Documents for the above referenced project and modifies the original Project Manual & Contract documents of same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) in the space provided in Section 00 41 00, Bid Form, Page 3 of 3, and (2) indicate in upper case letters on the outside of your sealed bid envelope ADDENDUM NO. 2 "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 2" Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. Addendum No. 2 Chris Harder, P.E. RECEIPT ACKNOWLEDGED: Director, Water Department By: By: %arum �/ce�e Tony Sh(4ola, P.E. Company: Cam'•. /o Assistant Director, Water Department ADDENDUM NO.2 00 11 13 INVITATION TO BIDDERS Pagel of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of WATER & SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT, SECTION I: PART 10 — WATER & SANITARY SEWER RELOCATIONS, FORT WORTH CENTRAL CITY WBS No. 07.05. Citv Project No. 00969 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, March 2, 2023, as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: US Mail, Courier, FedEx, or hand delivery at the address above; Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: UNIT I: Water Improvements: 1,757 LF 12" Water Line 185 LF 8" Water Line UNIT II: Sanitary Sewer Improvements: 2,487 LF Abandonment of existing 8" to 24" Sanitary Sewer w/Grouting 303 LF 24" Sanitary Sewer w/42" Steel Casing Pipe By Other Than Open Cut 2,695 LF 24" Fiberglass Sewer by Open Cut 386 LF 8" Sanitary Sewer by Open Cut PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthtexas.eov/i)urchasinp/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Bid Documents Package Link: httDS://docs.b360.autodesk.com/shares/e 1741 cf8-c578-4cb8-8313-36bcbf6d4a4e CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised 7/19/2021 City Project No. 00969 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Addenda Link: httr)s://docs.b360.autodesk.com/shares/7bbOa6d8-9d69-4d3c-a855-63e 1 Of e06b4 Copies of the Bidding and Contract Documents may be purchased from: Kimley-Horn and Associates, Inc. 801 Cherry St., Suite 1300, Unit 11 Fort Worth, TX 76102 Attn: Carl DeZee, P.E. Phone Number: 817-339-2287 E-Mail Address: Carl.DeZeerkilnlev-horn.com The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $150.00 EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the company's name, contact person and that individual's email. address and phone number- See attached link: Plan Holders: httos:Hdocs.b360.autodesk.com/shares/72f6e235-93f2-45db-8423-7fOdb44c4d12 All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also he posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/ PREBID CONFERENCE — In person A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at 311 West 10' Street Fort Worth, TX 76102 on the following date, and time: DATE: February 17, 2023 TIME: 10:00 a.m. If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing." If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. CITY OF FORT WORTH TRV — Section 1: Part I0 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised 7/19/2021 City Project No. 00969 00 11 13 INVITATION TO BIDDERS Page 3 of 3 INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Liam Conlon_, City of Fort Worth Email: Liam.Conlon(iDfortworthl;ov.orP Phone: (817) 392-6824 AND/OR Attn: Carl DeZee, P.E., Kimley-Horn and Associates, Inc. Email: Carl.DeZee(akimlev-horn.com Phone: 817-339-2287 ADVERTISEMENT DATES February 2, 2023 February 9, 2023 END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised 7/19/2021 City Project No. 00969 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. Prequalification requirement work types and documentation are available by accessing all required _files through the City's website at: htti)s://apps.fortworthtexas.l;ov/Proi ectResources/ CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO.07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 3.1.1. Paving —Requirements document located at: httos :Hands. fortwol-thtexas. aov/Pro i ectResources/Resources P/02%20- %20Construction%2ODocuments/Contractor%2OPrea ual ification/TP W%20 Pavin e%20Contractor%2OPreaual ification%2OProizram/PREOUALIF ICATION%20R EOUIREMENTS%20FOR%20PAVING%2000NTRACTORS.odf 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: htti)s://avos.fortworthtexas.izov/Proi ectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPreaual ification/TP W%2ORoad wav%20and%20Pedestrian%20Liahtinv%20Preo ualification%20Proizram/STRE ET%20LIGHT%20PREOUAL%20REOMNTS. odf 3.1.3. Water and Sanitary Sewer — Requirements document located at: httos://apps.fortworthtexas. aov/Proi ectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPrecivalification/Water%20and %20Sanitarv%20Sewer%2OContractor%2OPreciual i ficati on%2OProv-ram/W SS% 20meaual%20reauirements. odf 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO.07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state, and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO.07,05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages, and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Liam Conlon, Water Department Email: Liam.Conlonaforttivorthaov.ori� Phone: (817) 392-6824 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. Addenda or clarifications may be posted via the. City's electronic document management and collaboration system at httvs://docs.b360.autodesk.com/shares/7bb0a6d8-9d69-4d3c- a855-63elOfle06b4 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 6.3. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non- responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-11-2020), codified at: htti3s://codeIibrarv.amIeQal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies maybe obtained from the City. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. All entries shall be legible. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO.07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing and delivered to the Purchasing Office to receive a time stamp prior to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if the request is within one hour of bid opening, will not be read aloud and will thereafter be returned unopened. 14.2. In the event any Bid for which a withdrawal request has been timely filed has been inadvertently opened, said Bid and any record thereof will subsequently be marked "Withdrawn" and will be given no further consideration for the award of contract. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at httns://www.ethics.state.tx.us/data/forms/1295/1295.Ddf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO.07.05 Revised/Updated November 2, 2021 City Project No. 00969 0021 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Fort Worth Central City WBS NO. 07.05 Revised/Updated November 2, 2021 City Project No. 00969 00 35 13 CONFLICT OF INTEREST STATEMENT Page 4 of 12 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. httr)://www.ethics.state.tx.us/forms/CIQ.i)df hftD://www.ethics.state.tx.us/forms/CIS.r)df ❑ CIQ Form does not apply o CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: William J Schultz Inc dba Circle C Construction 500 W Trammell Ave Fort Worth, TX 76140 By: Teresa S Skelly 1 Signature: Z-e- -e o Title: Presiden END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 TRV — Part 10, Section I Bid Proposal Workbook (Add. No.2).xls.xlsx 00 41 00 CONFLICT OF INTEREST STATEMENT Page 1 of 12 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Water & Sanitary Sewer Relocations for the Fort Worth Central City Project, Section I: Part 10 — Water & Sanitary Sewer Relocations, Fort Worth Central City WBS No. 07.05 City Project No.: 00969 Units/Sections: Unit I: Water Improvements Unit II: Sanitary Sewer Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 TRV — Part 10, Section I Bid Proposal Workbook (Add. No.2).xls.xlsx 0041 00 CONFLICT OF INTEREST STATEMENT Page 2 of 12 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Augur Boring - Greater than 24-inch diameter casing and greater b. Water Distribution, Urban and Renewal, 12-inch diameter and smaller c. Sewer Bypass Pumping, 18-inches - 36-inches d. Sewer Interceptors, Urban/Renewal 24-inches and smaller 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 270 Caldendar days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 TRV — Part 10, Section I Bid Proposal Workbook (Add. No.2).xis.xlsx 0041 00 CONFLICT OF INTEREST STATEMENT Page 3 of 12 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid 7. Bid Submittal This Bid is submitted on Respectfully submitted, By: (Signature) 1 Teresa S Skelly (Printed Name) Title: President March 2, 2023 Company: William J Schultz Inc dba Circle C Construction Address: 500 W Trammell Ave Fort Worth, TX 76140 State of Incorporation: Texas Email: t.skelly@circlecconstruction.com Phone: 817-293-1863 END OF SECTION $4,994,602.00 by the entity named below. Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: Ts� Addendum No. 2 S' Addendum No. 3: JAddendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 TRV - Part 10, Section I Bid Proposal Workbook (Add. No.2).xls.xlsx UO 42 43 Bm PROPOSAL Page 5 of 12 UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM Project Item Information Bidlist Item) No. Description (UNIT 1- Water Improvements (Non-FWCC) I 1 3311.0441 12" Water Pipe 1 2 3311.0451 12" DIP Water 3 3311.0241 8" Water Pipe 4 3311.0141 6" Water Pipe 1 5 3311.0041 4" Water Pipe 1 6 0241.1218 4"-12" Water Abandonment Plug I 7 10241.1510 0241.1302 Remove 6" Water Valve 8 0241.1305 Remove 12" Water Valve 9 Salvage Fire Hydrant 1 10 10241.1514 Salvage 2" Water Meter 1 11 10241.1515 Salvage 3" Water Meter 1 12 10241.1516 Salvage 4" Water Meter 13 0241.1602 Remove Concrete Water Vault 14 3201.0400 Temporary Asphalt Pavement Repair (2" HMAC on 6" Cement Treated Base) 1 15 13201.0132 5' Wide Asphalt Pvmt Repair, Industrial 1 16 13201.0151 Asphalt Pvmt Repair, Water Service 17 I3201.0203 Asphalt Pvmt Repair Beyond Defined Width, Industrial 1 18 13201.0616 Conc Pvmt Repair, Arterial/Industrial I 1 19 13216.0101 6" Conc Curb and Gutter 1 1 20 13292.0400 Seeding, Hydromulch 1 1 21 13304.0101 Temporary Water Services I 22 13305.0003 8" Waterline Lowering 1 23 13305.0109 Trench Safety 1 24 13311.0001 Ductile Iron Water Fittings w/ Restraint 1 1 25 13312.0001 Fire Hydrant 26 3312.0117 Connection to Existing 4"-12" Water Main 1 27 1 312.2001 1" Water Service, Meter Reconnection 1 28 13312.2003 1" Water Service 29 13312.2004 1" Private Water Service 1 1 30 13312.2201 2" Water Service, Meter Reconnection I 31 13312.2203 2" Water Service 1 32 13312.2204 2" Private Water Service 33 13312.2801 3" Water Meter and Vault 1 34 13312.2802 4" Water Meter and Vault I 35 13312.3001 4" Gate Valve 1 36 13312.3002 6" Gate Valve I 37 13312.3003 8" Gate Valve 1 38 13312.3005 12" Gate Valve I 39 13471.0001 Traffic Control I 40 19999.0001 Construction Surveying 1 41 19999.0002 Construction Staking 1 9999.0003 Construction Allowance 42 (to cover the cost of improvements not previously advertised. All work completed under this shall be approved by the City in writing.) CRY OF FOR WORIH STANDARD CONSTRUCT M )N SPFCIFR'ATION M'UMFN US Real 9/30/2021 Bidder's Application Bidder's Proposal Specification Section No. I 1 1 Unit of I Measure Bid Quantity Unit Price I Bid Value 33 11 10, 33 11 12 LF 1,698 $225.00 $382,050.001 331110 LF 59 $300.00 $17,700.001 33 11 10, 33 11 12 LF 185 $200.00 $37,000.001 33 11 10, 33 11 12 LF 146 $200.0 $29,200.001 33 11 10, 33 11 12 LF 43 $200,001 $8,600.001 0241 14 EA 8 $2,500.001 $20,000.001 0241 14 1 EA 1 9 1 $500.001 $4,500.001 024114 EA 1 2 1 $500.001 $1,000.001 024114 EA 1 9 1 $1,000.001 $9,000.00 1 024114 EA 1 I $1,250.00 $1,250.001 0241 14 EA 1 I 02 41 14 EA 1 ' $2,000.001 $2,000.001 0241 14 1 EA 1 2 1 $2,500.001 $5,000.001 3201 18 I LF I 1,548 I $38,001 $58,824.001 3201 17 1 LF 1 1,454 I $125.001 $181,750.001 3201 17 1 LF 1 50 I $65.001 $3,250.001 I 32 01 29 SY 392 $$50.001 $58,800.001 321613 1 LF 55 1 $65.001 $3,575.001 32 92 13 1 SY 169 1 $10.001 $1,690.001 33 04 30 1 LS 1 1 $50,000.001 $50,000.00! 33 05 12 1 EA 1 1 1 $8,500.001 $8,500.001 33 05 10 1 LF 1 1,698 1 $5.001 $8,490.001 331111 1 TON 1 4 1 $12,500.001 $50,000,001 33 12 40 1 EA 1 5 1 $5,000.001 $25,000.00 33 12 25 I EA I 5 I $8,500.001 $42,500.00 331210 1 EA 1 8 1 $800.001 $6,400.001 331210 1 EA 1 9 1 $1,800.001 $16,200.001 331210 1 LF 1 22 1 $125.001 $2,750,001 331210 1 EA 1 1 1 $1,500.001 $1.500.001 331210 1 EA I 1 1 $2,500.001 $2,500.001 331210 1 LF 1 10 1 $125.001 $1,250.001 331211 1 EA 1 1 1 $15,000.001 $15,000.001 331211 1 EA I 1 1 $20,000.001 $20,000.001 331220 1 EA 1 2 1 $1,500.001 $3,000.001 33 12 20 1 EA 1 7 1 $2,000.001 $14,000.001 33 12 20 1 EA 1 2 I $2,500.001 $5,000.001 33 12 20 I EA 1 2 I $3,500.00I $7,000.001 3471 13 I MO 1 3 1 $6,500.00 $19,500.001 00 00 00 1 LS 1 1 1 $5,500.001 $5,500,001 00 00 00 LS 1 1 1 $5,500.001 $5,500.001 00 00 00 LS 1 1 1 $60,000.001 $60,000.00 SUBTOTAL: UNIT I (Water)[ $1,198,664.00 TRV Pan 10, Smt- 1 B,d Proposal W.At-1, (Add No 2) x1s xIaa 00 42 43 BID PROPOSAL hp 6of I UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM Project Item Information Bidlist Item) No. Description (UNIT II - Sanitary Sewer Improvements (FWCC) 1 1 3331.4324 24" Fiberglass Sewer Pipe I 2 3305.3010 24" Fiberglass Sewer Carrier Pipe 3 3331.4208 12" Sewer Pipe 4 3331.4115 8" Sewer Pipe Bidder's Application Bidder's Proposal Specification Section No. I Unit of I Bid Unit Price Bid Value Measure Quantity 3331 13 LF 2,695 $375.00 33 05 24 LF 303 $250.00 33 11 10, 33 31 12, LF 20 $250.00 3331 20 33 11 10, 33 31 12, LF 386 $250.001 3331 20 1 5 3305.1107 42" CasinBy Other Than Open Cut 1 33 05 22 1 LF 113 1 $2,250.001 •6A 3305.1107 42" Casing By Other Than Open Cut 1 33 05 22 1 LF 190 1 No Bid1 i '613 3305.1203 48" Casinglrunnel Liner Plate By Other 133 05 21, 33 05 22 ( LF 190 $1,650.001 Than Open Cut Contractor to provide Unit Price/Bid for only one of the casing pipe material alternatives for item . This is for the installation of the casing pipe at the intersection of N. Houston St., Grand Ave., and N. Main St. DO NOT PROVIDE UNIT PRICE/BID FOR BOTH ALTERNATIVES. 1 7 0135.0101 Railroad Coordination 01 3513 LS 1 $75,000.00 I 8 0135.0102 Railroad Flagmen 01 35 13 WD 20 $2,500.00 I 9 0241.0900 Remove Misc Conc Structure 0241 13 LS 1 $6,600.00 I 10 0241.2001 Sanitary Line Grouting 0241 14 CY 70 $250.00 11 0241.2018 Remove 18" Sewer Line w/ 0241 14 LF 10 $85.00 I 1 12 10241 2103k8" Sewer Ab ndonment Plug 0241 14 EA 1 5 $2,500.001 13 10" Sewer A;andonment Plug 1 0241 14 EA 1 1 1 $2,500.001 14 10241.2104 0241.2108 18" Sewer Abandonment Plug I 0241 14 EA 1 4 1 $4,500.001 15 0241.2111 24" Sewer Apandorlment Plug 1 0241 14 EA I 1 1 $6,500.001 16 10241.2201 Remove 4' ewer Manhole 1 0241 14 1 EA 1 9 1 $1,200.001 1 17 10241.5001 Abandon Manhole ) 0241 14 1 EA 1 2 1 $1,000.001 18 I 3201.0400 Temporary Asphalt Pavement Repair 32 01 18 I LF I 3,126 I $38.00 (2" HMAC on 6" Cement Treated Base I 19 13201.0132 5' Wide Asphalt Pvmt Repair, Industrial 3201 17 1 LF 1 346 I $85.00 20 13201.0135 8' Wide Asphalt Pvmt Repair, Industrial 1 3201 17 1 LF 1 1,673 1 $150.00 21 13201.0150 Asphalt Pvmt Repair, Sewer Service I 3201 17 1 LF 1 294 $65.001 22 3201.0203 Asphalt Pvmt Repair Beyond Defined I 3201 17 I SY I 385 i $150.00 Width, Industrial 23 3201.0616 Conc Pvmt Repair, Arterial/Industrial 1 3201 29 1 SY 1 1,156 $150.00 24 -3213.0301 4" Conc Sidewalk 1 32 13 20 1 SF 1 189 $25.00 25 3213.0400 5" Concrete Driveway I 32 13 20 1 SF 1 75 1 $25.001 26 3216.0101 6" Conc Curb and Gutter 1 32 16 13 1 LF 1 20 1 $65.001 27 3292.0400 Seeding, Hydromulch 1 32 92 13 SY 1 360 $10.001 28 3301.0001 Pre -CCTV Inspection 1 33 01 31 LF 1 3,353 $10.001 29 3301.0002 Post -CCTV Inspection 1 33 01 31 LF 1 3,405 1 $10.001 30 3301.0101 Manhole Vacuum Testing 1 33 01 30 EA 1 20 $200.001 31 13303.0001 Bypass Pumping 33 03 10 1 LS 1 1 1 $65,000.001 32 I3305.0103 Exploratory Excavation of Existing 33 05 30 I EA I 1 I $2,500.001 Utilities 33 13305.0109 Trench Safety 1 33 05 10 1 LF I 3,405 1 $5.001 34 13305.0112 Concrete Collar 33 05 17 1 EA 20 1 $450.001 35 13305.0116 Concrete Encasement for Utility Pipes 33 05 10 1 Ij CY 5 1 $250.001 36 13331.3101 4" Sewer Service 3331 50 1 EA 1 9 1 $2,000.001 37 13331.3102 4" 2-Way Cleanout 33 31 50 1 EA 1 5 1 $500.001 38 13331.3105 4" Private Sewer Service 1 3331 50 1 LF 1 422 1 $125.001 39 13331.3106 4" DIP Sewer Service I 3331 50 1 EA 3 1 $2,500.001 40 i3331.3201 6" Sewer Service j 33 31 50 1 EA I 3 1 $2,250.001 41 331.3202 6" 2-way Cleanout 3331 50 1 EA 1 3 1 $650.001 42 3331.3205 6" Private Sewer Service 13331.3311 3331 50 1 LF 1 111 1 $125.001 43 4" Sewer Service, Reconnection 3331 50 1 EA 1 12 1 $500.001 44 13331.3312 6" Sewer Service, Reconnection 1 3331 50 1 EA 1 4 1 $500.001 45 13339.0001 Epoxy Manhole Liner I 33 39 60 1 VF 1 223 1 $425.001 46 13339.1001 4' Manhole 1 33 39 10, 33 39 20 1 EA 1 1 $8,500.001 47 13339.1002 4' Drop Manhole 1 33 39 10, 33 39 20 1 EA 1 3 1 $12,500.001 48 13339.1003 4' Extra Depth Manhole 1 33 39 10, 33 39 20 1 VF 7 1 $300.001 $1,010,625.001 $75,750.001 $5,000.00 $96,500.00 $254,250.00 No Bid $313,500.00 $75,000.00 $50,000.00 $6,600.001 $17,500.001 $850.001 $12,500.001 $2,500.001 $18,000.001 $6,500.001 $10,800.001 $2,000.001 $118,788.00I $29,410.001 $250,950.001 $19,110.001 $57, 750.001 $173,400.001 $4,725.001 $1,875.001 $1,300.001 $3,600.001 $33,530.001 $34,050.001 $4,000.001 $65,000.001 $2,500.001 $17,025.001 $9,000.001 $1,250.001 $18,000.001 $2,500.001 $52,750.001 $7,500.001 $6, 750.001 $1,950.001 $13,875,001 $6,00000 $2,000:00 $94,775.00 $8,500.00 $37,500.001 $2,100.001 lily OF FORT WOR TA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS R-d 9/302021 TRH' Pan 10 Seem, I B,d Pr„P-1 W,,kbn,k (Add No 2). As Asa 0042 43 em PROPOSAL Pag 7 o(12 SECTION 00 42 43 PROPOSAIFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity 49 3339.1101 5' Manhole 33 39 10, 33 39 20 EA 8 $12,500.00 $100,000.001 1 50 3339.1102 5' Drop Manhole 33 39 10, 33 39 20 EA 7 $15,000,00 $105,000.001 51 3339.1103 5' Extra Depth Manhole 33 39 10, 33 39 20 VF 119 $400.00 $47,600.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS R,x5ed 9/30/2021 13tV Pan 10, Smuoo I B,d Proposal Workbmk (Add No 2) xls xlsx 00 4243 BID PROPOSAL Page 8 of 12 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Project Item Information Bidlist Item Description Specification Section No. Unit of No. Measure 1 52 3339.1202 6' Drop Manhole 33 39 10, 33 39 20 EA 1 53 3339.1203 6' Extra Depth Manhole 33 39 10, 33 39 20 VF I 54 3341.0309 36" RCP, Class III 3341 10 LF 3471.0001 Traffic Control 3471 13 MO I55 56 19999.0005 Construction Surveying 1 01 71 23 1 LS I 57 19999.0006 Construction Staking 1 01 71 23 I LS 1 58 19999.0007 Contaminated Material Handling I 00 00 00 1 LF 59 I9999.0008Gn Contaminated Material Loading, I 00 00 00 I CY Di a Transport9999.0009 Construction Allowance (to cover the 60 cost of improvements not previously advertised. All 00 00 00 LS work completed under this shall be approved by the City in writing.) SUBTOTAL: Bidder's Application Bidders Proposal Bid Quantity Unit Price Bid Value 1 1 $18,500.00 $18,500.001 9 1 $500.00 $4,500.001 8 I $500.001 $4,000.001 6 I $6,500.001 $39,000.001 1 1 $6,500.001 $6,500.001 1 1 $6,500.001 $6,500.001 750 1 $350.001 $262,500.001 500 1 $125.001 $62,500.00 1 1 $100,000.001 $100,000,00 UNIT 11 (Sanitary Sewer) $3,795,938.00 SUBTOTAL: UNIT I - Water Improvements (Non-FWCC), $1,198,664.001 SUBTOTAL: UNIT II - Sanitary Sewer Improvements (FWCC)I $3,795,938.001 TOTAL BID: (UNITS I & II) $4,994,602.00 END OF SECTION CITY Of FORT WORLD STANDARD CONSTRUCTION SPECIWATION DOCUMENTS Rev,sed 9102021 TRV Pan 10, Secooa I B,d Proposal %V r&h-A (Add No 2) xls xlsx 00 43 13 BID BOND Page 9 of 12 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, William J Schultz Inc dba Circle C Construction , known as "Bidder" herein and Surety Name Here a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as: Water & Sanitary Sewer Relocations for the Fort Worth Central City Project, City Project No. 00969 NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of 2023. ATTEST: Witness as to Principal PRINCIPAL: BY: Signature Name and Title CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 TRV — Part 10, Section I Bid Proposal Workbook (Add. No.2).As.xlex 00 43 13 BID BOND Page 10 of 12 Witness as to Surety Attach Power of Attorney (Surety) for Attorney -in -Fact Address: SURETY BY: Signature Name and Title Address: Telephone Number: "Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 TRV - Part 10, Section I Bid Proposal Workbook (Add. No.2).xls.xlsx MERCHANTS 11%k BONDING COMPANY,. MERCIIANTS BONDING COMPANY (MUTUAL) P.O. BOX 14498, DES MOINES, IOWA 50306-3498 PHONE: (800) 678-8171 FAX: (515) 243-3854 BID BOND PUBLIC WORK KNOW ALL PERSONS BY THESE PRESENTS: Bond No. N/A That William J. Schultz, Inc. dba Circle C Construction Companv, P. O. Box 40328, Fort Worth, TX 76140 (hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth, 1000 Throckmorton Street. Fort Worth, Texas 76102 (hereinafter called the Obligee) in the full and just sum of ( 5% of Greatest Amount Bid Five Per Cent of Greatest Amount Bid Dollars good and lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 2nd day of March 2023 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Construction of Water &.Sanitary Sewer Relocations for the Fort Worth Central City Project, Section 1: Part 10 - Water & Sanitary Sewer Relocations, Fort Worth Central City WBS No. 07.05, City Project No. 00969 according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the Merchants Bondine Companv (Mutual) , as Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Witness: Witnes o Surety: Attar X John A. Miller William J. Schultz, Inc. dba Circle C Construction Company By Teresa S. Ske Merchants By---<2 IA Principal l�President Company (Mutu tl'z - �; Itts ttorney-m-Fact CON 0333 (2/15) -MERCHAN°rs k BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 8th day of December 2022 •""."'"•. • • "' • • MERCHANTS BONDING COMPANY (MUTUAL) •Q• •�' �Q�Nr' .CDiltA.� MERCHANTS NATIONAL BONDING, INC. • •fi 1 Nq �O,•ONLP0 . q d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY Q2 -o- -o- o; 2003 y _ 1933 c: By ;�W ... ....:�t1�• ••b� ........ ���•. President STATE OF IOWA '•.,���%(•�..`• '•. •� •..• COUNTY OF DALLAS ss. " On this 8th day of December 2022 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ��'P-N ,s Kim Lee ., Commission Number 702737 ' My Commission Expires fu�'up April 14, AN Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 2nd day of March 2023 SON.••� .... 0- %G _0 's 2003 1933 'c• Secretary POA 0018 (10/22) .. MERCHANTS BONDING COMPANY,. MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL. BONDING, INC. P.O. Box 14498 - DES MOINES, IOWA 50300-3498 • (800) 678-8171 , (515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515)243-8171 (800)678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 11 of 12 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet Specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blank , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. o BIDDER: William J Schultz Inc dba Circle C Construction 500 W Trammell Ave Fort Worth, TX 76140 END Of SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 By: Teresa S Skelly (Signature) Title: President Date: ,3 - Z - 173 TRV — Part 10, Section I Bid Proposal Workbook (Add. No.2).xfs.xlsx 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 004511 -1 BIDDERS PREQUALIFICATIONS Page 1 of 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. ABidder or their designated subcontractors are required to be prequalified or have applied for prequalification by the City for the work types requiring prequalification prior to submitting bids. To be considered for award of contract the Bidder must submit Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with the requirements below. The information must be submitted seven (7) days prior to the date of the opening of bids. Subcontractors must follow the same timelines as contractors for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, and Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. TQ obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOC Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 00 45 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOC Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 00 45 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 4 6 8 END OF SECTION CITY OF FORT WORTH TRV — Section I: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOC Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 00 45 12 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 4512 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Augur Boring - Greater than 24 inch diameter casing and greater Water Distribution, Urban and Renewal, 12-inch diameter and smaller Contractor/Subcontractor Company Name C.rcl � �ds.sli'cicC1Gn Sewer Bypass Pumping, 18- / 11 inches - 36-inches Cii'c� C�O,rlS>�/'L/ C 7� 0,17 Sewer Interceptors, Urban/Renewal 24-inches and Cir-G� C Cpn.ST iu c f 0 r� smaller Prequalification Expiration Date Y-.To - z-3 y-,fo-Z 3 -zs The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: -- on o END OF SECTION By: 0 (Signature) Title: 0 10�e.Si aleo Date: 3 -Z- ?-? CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 TRV — Part 10. Section I Bid Proposal Workbook (Add. No.2).xls.xlsx FORTWORTH. SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Street Address (required) Telephone Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company City State Zip Code City State Zip Code Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting iohn.kasavich(@,,FortWorthTexas.eov A]icia.Garciaaa.fortworthtexas.eov clint.hoover(a.fortworthtexas.eov Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation Fiscal Services Division 200 Texas St. Fort Works Dept. 3741 SW Loop 820, Fort Worth, Management Attn: Clint Hoover, P.E. 5001 Worth, TX 76102 Texas 76133 Attn: Alicia Garcia James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR 1-1 Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser sizellength and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES _ Water Department _ Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater _ Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF _ Tunneling — 66" and greater, 350 LF and greater _ Tunneling — 66" and greater, 350 LF or Less _ Cathodic Protection _ Water Distribution, Development, 8-inch diameter and smaller _ Water Distribution, Urban and Renewal, 8-inch diameter and smaller _ Water Distribution, Development, 12-inch diameter and smaller _ Water Distribution, Urban and Renewal, 12-inch diameter and smaller _ Water Transmission, Development, 24-inches and smaller _ Water Transmission, Urban/Renewal, 24-inches and smaller _ Water Transmission, Development, 42-inches and smaller _ Water Transmission, Urban/Renewal, 42-inches and smaller _ Water Transmission, Development, All Sizes _ Water Transmission, Urban/Renewal, All Sizes _ Sewer Bypass Pumping, 18-inches and smaller _ Sewer Bypass Pumping, 18-inches — 36-inches _ Sewer Bypass Pumping 42-inches and larger _ CCTV, 8-inches and smaller _ CCTV, 12-inches and smaller _ CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUME Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of S MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller _ CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller _ Sewer CIPP, 42-inches and smaller _ Sewer CIPP, All Sizes _ Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller _ Sewer Collection System, Urban/Renewal, 12-inches and smaller _ Sewer Interceptors, Development, 24-inches and smaller _ Sewer Interceptors, Urban/Renewal, 24-inches and smaller _ Sewer Interceptors, Development, 42-inches and smaller _ Sewer Interceptors, Urban/Renewal, 42-inches and smaller _ Sewer Interceptors, Development, 48-inches and smaller _ Sewer Interceptors, Urban/Renewal, 48-inches and smaller _ Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller _ Sewer Pipe Enlargement, All Sizes _ Sewer Cleaning, 24-inches and smaller _ Sewer Cleaning, 42-inches and smaller _ Sewer Cleaning, All Sizes — Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) _ Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) _ Asphalt Paving Heavy Maintenance (UNDER $1,000,000) _ Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUME Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY -COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUME Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 0045 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUME Fort Worth Central City WBS NO.07.05 Revised August 13, 2021 City Project No. 00969 CORPORATION BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) 004513-6 BIDDER PREQUALMCATION APPLICATION Page 6 of 8 PARTNERSHIP BLOCK If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Limited Partners (if applicable) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUME Fort Worth Central City WBS NO, 07.05 Revised August 13, 2021 City Project No. 00969 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY ITEM DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 I` 29 30 BALANCE SHEET VALUE Various- TOTAL CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUME Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 0045 13 - 8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUME Fort Worth Central City WBS NO. 07 05 Revised August 13, 2021 City Project No. 00969 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 00969 Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CON/TRACTOR: 11 4,) ion., X S0.4 c. //r 1 c 091A 13 14 15 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Company 'o ,8ox you a8 Address .140/ Z-4, 741y0 City/State/Zip By: /-0 r10aA 1r..f�.11-r -�('Pleeaase Print) Signature: � � � v Title: //rf /trrn6 (Please Print) THE STATE OF TEXAS § ,;►;KY."'p,&MICHELE S LANKFOR NotaryPub1le STATE OF TEXAS COUNTY OF TARRANT § t�,±�pF +?4 NoteiyI10bW 23 BEFORE ME, the undersigned authority. on this day personally appeared Ter-ed sck_ gbkA ,Ill q , known to me to be the person whose name is subscribed to the foregoing Instrument, and acknowledged to me that he/she executed the same as the act and deed of for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �( +h day of 1 20_2,6 Notary Public in and for the State Texas END OF SECTION CITY OF FORT WORTH TRV—Section 1; Part 10— Water & Sanitary Sewer Relocations STANDARD CON5TRUC ION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 004540-1 Business Equity Goal Page 1 of 2 1 SECTION 00 45 40 2 Business Equity Goal 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 6 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 7 (M/WBEs). 8 9 POLICY STATEMENT 10 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 11 Firms when applicable, in the procurement of all goods and services. All requirements and regulations 12 stated in the City's Business Equity Ordinance No.25165-10-2021, (replacing Ordinance No. 24534-11- 13 2020 (codified at: https://codeIibrarv.amIegaI.com/codes/ftworth/latest/ftworth tx/0-0-0-22593) apply 14 to this bid. 15 16 BUSINESS EQUITY PROJECT GOAL 17 The City's Business Equity goal on this project is 17% of the total bid value of the contract (Base bid 18 applies to Parks and Community Services). 19 20 METHODS TO COMPLY WITH THE GOAL 21 On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's 22 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 23 ordinance through one of the following methods: 1. Commercially useful services performed by a 24 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination of 25 Business Equity prime services and Business Equity subcontracting participation, 4. Business Equity 26 Joint Venture/Mentor-Protege participation, S. Good Faith Effort documentation, or 6. Prime 27 contractor Waiver documentation. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 31 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 32 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City 33 business day after the bid opening date, exclusive of the bid opening date. 34 35 The Offeror must submit one or more of the following documents: 36 1. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded; 37 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if participation is 38 less than stated goal, or no Business Equity participation is accomplished; 39 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform all 40 subcontracting/supplier opportunities; or 41 4. Joint Venture/Mentor-Protege Form, if goal is met or exceeded with a Joint Venture or Mentor- 42 Protege participation. 43 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised October 27, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 00 45 40 - 2 Business Equity Goal Page 2 of 2 These forms can be found at: Business Equity Utilization Form and Letter of Intent httr)s://apes.fortworthtexas.eov/ProiectResources/ResourcesP/60 - MWBE/Business Eauitv Utilization Form DVIN 2022 220324.Ddf Letter of Intent httr)s://apps.fortworthtexas.eov/ProiectResources/ResourcesP/60 - MWBE/Letter of Intent DVIN 2021.Ddf Business Equity Good Faith Effort Form httr)s://aDDs.fortworthtexas.aov/ProiectResources/ResourcesP/60 - MWBE/Good Faith Effort Form DVIN 2022.10df Business Equity Prime Contractor Waiver Form httr)s://apps.fortworthtexas.eov/ProiectResources/ResourcesP/60 - MWBE/MWBE Prime Contractor Waiver-220313.Ddf Business Equity Joint Venture Form httr)s://apos.fortworthtexas.eov/ProiectResources/ResourcesP/60 - MWBE/MWBE Joint Venture 220225.Ddf FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON -RESPONSIVE AND THE BID REJECTED. FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUTY DOCUMENTATION OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON -RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. For Questions, Please Contact The Business Equity Division of the Department of Diversity and Inclusion at (817) 392-2674. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2021 END OF SECTION TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 005243-1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 4/ 11/2023 , is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and William J. Schultz, Inc. dba Circle C Construction Company , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: WATER & SANITA,RY SEWER jZEL_OCA_TIONS FOR THE FORT WORTH CENTRAL CITY PROJECT. SECTION I: PART 10 — WATER & SANITARY SEWER RELOCATIONS. FORT WORTH CENTRAL CITY WBS No. 07.05 Citv Proiect No. 00969 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract ur Million Nine Hundred Ninety -Four Thousand Six Hundre Documents an amount, in current fiends, of=°, a„dn,mn `bo{fars ($ $4,994,602.00 ). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 270 Calendar Days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages. Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) specked in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City One Thousand Two Hundred and Fifty Dollars ($1.250,00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF TORT WORTH TRV —Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised i I Q3/2021 City Project No. 00969 00 52 43 - 2 Agreement Page 2 of 6 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance, Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants, and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be pet -formed by the contractor, its officers, agents, employees, subcontractors, licenses, or invitees under this contract. This indemnification provision is specifically intended to overate and be effective even if it is alleged or Droven that all or some of the damanes being souaht were caused, in whole or in hart. by any act omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT' WORTH TRV— Section 1: Part 10— Water & Sanitary Sewer Relocatlons STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City Was NO.07.05 Revised 11/23l2021 _, City Project No. 00969 005243-3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants, and employees, from and against any and all loss, damage, or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This Indemnification provision is snecificaliv intended to operate and be effective even if it is alleged or proven that all or some of the damages bein¢ soupllt were caused, in whole or in hart, by anv act. omission or negllaence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terns used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate perfort-nance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tan -ant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duty authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH TRV— Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS i Fort Wortf Cent 1 Clty WBS NO.07.05 Revised 11123/2021 ; OFFICIAL kECORDIly Project No.00969 CITY SECRETARY FT. WORTH, �`"' 005243-4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The teens "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 908,001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the terns of the contract. 7.9 Prohbition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S,B. 13, § 2). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreemcnt, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) ivilI not boycott energy companies during the term of this Agreement:. 7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor; (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. CITY OF FORT WORTH TRV—Sectionl: Part to Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised 11/23/2021 City Project No. 00969 CITE' SECRETARY FT. WORTH, TX 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND BOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. CITY OF FORT WORTH TRV— Section 1; Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised 11/232021 y < ject No. 00969 SECRETARY RTH# TX 005243-6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). William .l. Schultz, Inc. dba Contractor: Circle C Construction Company By: Signature Teresa S. Skelly (1-16ited Name) President tle -- 500 W. Trammell P . O. Box 40328 Address Fort Worth, TX 76140 City/State/Zip Ll lZ40-11 /Z-5 Date City of Fort Worth gy:1`��t� �sccrAiuio� Dana Burghdoff (h y 9, 20 0:47 CDT) Dana Burghdoff Assistant City Manager May 9, 2023 Date ze, DJan#e Goodall, City Secret (Seal) M&C: 23-0239 Date: 4/ 11/2023 Form 1295 No.: 2023-1000239 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. y1m.,Owe'l, Liam Conlon Project Manager Approved as to Form and Legality: if DBlack (May 9, 202310:48 CDT) Douglas W. Black Sr. Assistant City Attorney CITY OF FORTWORTH STANDARD CONSTRUCTION SPECIFICATION uocumEmrs Revised 11/2312021 APPROVAL RECOMMENDED: Ci Christopher arder (May 5, 202314:01 CDT) Chris Harder Director, Water Department TRV-- Section 1: Part 10— Water & Sanitary Sewer Relocations Fort Worth C'e; r•>f�$SXQ it,' ns ) City Project, No. 00969 CITY SECRETAiRY FT. WORTH, TX 1 2 3 4 S 6 7 8 006113-1 PERFORMANCE BOND BOND NO. TXC616792 Page 1 of 2 SECTION 00 6113 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, William J. Schultz, Inc. dba Circle C Construction Company , known as 9 "Principal' herein and Merchants Bonding Comnanv (Mutual) a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the Four Million Nine Hundred Ninety -Four Thousand Sig Hundred 13 penal sum of, Two and o/loll Dollars 14 ($ $4,994,602.00 ), iaWful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the 11 day of April . 20 23, which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, 21 equipment labor and other accessories defined by law, in the prosecution of the Work, including 22 any Change Orders, as provided for in said Contract designated as WATER & SANITARY SEWER 23 RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT. SECTION I: PART 10 — WATER & 24 SANITARY SEWER RELOCATIONS. FORT WORTH CENTRAL CITY WBS No. 07.05. Citv Prolect No. 25 00969. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 27 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 28 perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the City, then this obligation shall 31 be and become null and void, otherwise to remain in full force and effect. 32 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 33 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 34 Worth Division. 35 This bond is made and executed in compliance with the provisions of Chapter 2253 of 36 the Texas Government Code, as amended, and ail liabilities on this bond shall be determined in 37 accordance with the provisions of said statue. CITY OF FORT WORTH TRV—Section 1: Part 10— Water R Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City Wes NO.07.05 Revised July 1, 2011 City Project No. 00969 006113-2 PERFORMANCE BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this d�. 2 instrument by duly authorized agents and officers on this the day of 3 2023 . 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 41 42 ATTEST: ' (Principal) Secretary Michele S ankford Witness as to Principal PRINCIPAL: William J- Schultz, Inc. dba Circle C Construction Coinnanv BY: Signature Teresa S. Skelly- President Name and Title Address: 500 W- Trammell P. O. Box 40328 Fort Worth. TX 76140 SURETY: MerchantFfBAy ding Company (Mutual) _/K�BY: C/(. Signatae Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkwav $;4e IdA01. West Des Moines. IA 50266-7754 X Witness as to Surety John A. M er Telephone Number:01 EZ 8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH TRV —Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS No. 07.05 Revised July 1, 2011 City Project Na 00969 MERCHANTS =� BONDING COMPANYr. POWER OF ATTORNEY Know All Persons By These Presents. that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March 2023 .�'""'•�. • • "' • • MERCHANTS BONDING COMPANY (MUTUAL) ••�Q,��P•O ql �, � , •;oG cq,- .� MERCHANTS NATIONAL BONDING, INC. CoG�EI R9! �orloFlpog9�9y�: d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY 2003 1933 c: By ,•!v .......':rJ�. .�ly .. �1.• President STATE OF IOWA •.,�� �7 ���.� . • . COUNTY OF DALLAS ss.""'� On this 20th day of March 2023 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Kim Lee. o Commission N,mb r 7fY2737 J My Commission Exj ae AP6114, M4 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of 2023 . .S.%..0P.NAq DING C0* 'h ..'D q �oyo�pog4,,9y�• _ y' 2003 :�� y' 1933 0: c • Secretary =� • : mod, •�cti: POA 0018 (10/22) ••••'""""... • •" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 BOND NO. TXC616792 SECTION 00 6114 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § 006114-1 PAYMENTBOND Page 1 of 2 That we, WiMam J. Schultz, Inc. dba Circle C Construction Company , known as "Principal" herein, and Merchants Bondina Comvanv (Mutual) a corporate surety (sureties), duly authorized to do business In the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" Four Million Nine Hundred Ninety -Four Thousand Six Hundred herein, in the penal sum of Two and 0/100 Dollars ($ $4,994,602.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, forthe payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Principal has entered into a certain written Contract with City, awarded the 11 day of April , 20 23 which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as WATER & SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT. SECTION I: PART 10 — WATER & SANITARY SEWER RELOCATIONS. FORT WORTH CENTRAL CITY WBS No. 07.05, Citv Protect No. 00969. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION Is such that If Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of 30 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. CITY OF FORT WORTH TRV—Section 1: Part 10— Water & San -nary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1.2011 City Project No. 00969 006114-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this A� 2 instrument by duly authorized agents and officers on this the / % day of 3 .2023 1 4 5 6 7 8 9 10 11 ATTEST: W-)no La :—) UICi (Principal) Secretary Michele S. 4kfordl Witness as to Principal PRINCIPAL: William J. Schultz, Inc. dba Circle C Construction Comvanv BY: Signature Teresa S. Skelly, President Name and Title Address: 500 W. Trammell P. O. Box 40328 Fort Worth. TX 76140 SURETY: Merchants Q Companv (Mutual) ATTEST: BY: Signature Sheryl A. Klutts. Attomev-in-Fact (Surety) Secretary' Name and Title Address: 6700 Westown Parkway West Des Moines- jA 0 66-7754 X Witness as to Surety John A. iPer Telephone Number: (800) 678-8171 Note: If signed by an officer of the Surety, there must be an file a certified extract from the bylaws showing that this person has authority to sign such obligation. if Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO, 07.0S Revised July 1, 2011 City Project No. 00969 MERCY-IANT7'k, BONDING COMPANY,„ POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March 2023 .•`...... •. • • " • • • MERCHANTS BONDING COMPANY (MUTUAL) •.�P•(10•IV4� `%. • •aO�NG C94f, MERCHANTS NATIONAL BONDING, INC. CO�ORPO/Q4� Z : : �0�0(iPOgq>'dlbla MERCHANTS NATIONAL INDEMNITY COMPANY • j 2003 �; : y 1933 c: By • �ti.67 �' ••b`7� �1a•• President STATE OFIOWA 1 •'•��1!7 ��,:•'�' •'�,•fi�••.•• COUNTY OF DALLAS ss. On this 20th day of March 2023 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. F ',^r Kim Lee a Commissbn Nunes Commission Expires Apnl 14, K24 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of 2023 co -0- 0. 2003 :' c y' 1933 C; Secretary :dui'• ' POA 00 18 (10/22) •'"" •••• 006119-1 MAINTENANCE BOND Page 1 of 3 BOND NO. TXC616792 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we William J. Schultz, Inc. dba Circle C Construction Coravany . known as 8 "Principar herein and Merchants Bonding Comvanv (Mutual) , a corporate surety 9 (sureties, If more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fart Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" Four Million Nine Hundred Ninety -Four Thousand Six Hundred 12 herein, in the sum of T.,, onti n,tnn Dollars 13 ($ $4,994,602.00 1, lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 16 jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 11 day of April . 20 23 , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as WATER & SANITARY SEWER 24 RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT, SECTION I: PART 10 — WATER & 25 SANITARY SEWER RELOCATIONS. FORT WORTH CENTRAL CITY WBS No. 07.05, City Prolect No. 26 00969: and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications, and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH TRV - Section 1: Part 10 - Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WSS NO.07.05 Revised July 1, 2011 City Project No. 00969 006119-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the City of the need therefor at any time within the Maintenance 3 Period. 4 5 NOW THEREFORE, the condition of this obligation Is such that If Principal shall remedy 6 any defective Work, for which timely notice was provided by City, to a completion satisfactory 7 to the City, then this obligation shall become null and void; otherwise to remain in full force and 8 effect. 9 10 PROVIDED, HOWEVER, If Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 12 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal 13 and the Surety under this Maintenance bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie In 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 20 recoveries may be had hereon for successive breaches. CITY OF FORT WORTH TRV— Section is Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNEp and SEALED PIS 2 instrument by duly authorized agents and officers on this the day of 1 3 .20 23 . 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4S 46 PRINCIPAL: William J. Schultz. Inc. dba Circle C Contraction Connanv_ BY: Signature ATTEST • •r +tf b1h A Teresa S. Skelly, President Name and Title (Principal) Secretary Michele S. L ord Witness as to Principal Address: 500 W. Trammell P. O. Box 40328 Fort Wortb TX 76I40 SURETY: Merchants BAdina ComDanv (Mutual) BY. Asilza�ture Sheryl A. Klutts. Attomev-in-Fact ATTEST: Name and Title Address: 6700 Westown Parkwav (Sure ) Secretary t 74Mi West Des Moines, IA 50266-7754 Witness as to Surety John Ar Telephone Number: (800) 678-8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH TRV —Section 1: Part 10 — Water & Sanitary Sewer Reiocatims STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WEIS NO.07.05 Revised July 1, 2011 City Project No. 00969 MERCHANT 77 BONDING COMPANY,. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-m-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 20th day of March 2023 10N,q ••'•, MERCHANTS BONDING COMPANY (MUTUAL) �CO CP : O�NG • C��,p •• MERCHANTS NATIONAL BONDING, INC. r9 eZ : �•�O��EtPOy� 9y�� d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY s'• 1933 2003 �; y, : c: By �•J� acti. •� • Off.` `fly"" �1 •• President STATE OFIOWA ,•'•( �.•'� �•.• .•' COUNTY OF DALLAS ss. "..... On this 20th day of March 2023 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Kim Lee Commission Number 702737 Z I.fy C46114,art Exr�ires r�,ril 14, 2fl24 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of 2023 . cq* #. ' A '• 0. 2003 1933 ;c• Secretary ....• POA 0018 (10/22) MERCHANTS� BONDING COMPANY,. MFRCHANTS BONDING COMPANY (MUTUAL) • MFRCHANTS NATIONAL BONDING. INC 11.0. Box 14498 • DES MOINES. IOWA 50300-3498 • (800) 678-8171 • (515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515) 243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) POLICY NUMBER: CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 084 (02 21) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU - ONGOING OPERATIONS AND PRODUCTS -COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE (OPTIONAL) Name of Additional Insured Persons or Organizations (As required by written contract or agreement per Paragraph A. below.) Locations of Covered Operations (As per the written contract or agreement, provided the location is within the "coverage territory".) (Information required to complete this Schedule, if not shown above, will be shown in the Declarations.) A. SECTION II — WHO IS AN INSURED is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1. above and caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf in the performance of your ongoing operations for the additional insured; or 3. "Your work" performed for the additional insured and included in the "products -completed operations hazard" if such coverage is specifically required in the written contract or agreement. However, the insurance afforded to such additional insured(s) described above: 1. Only applies to the extent permitted by law; 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; 3. Will not be broader than that which is afforded to you under this policy; and 4. Nothing herein shall extend the term of this policy. CGL 084 (02 21) Includes copyrighted material of the Insurance Services Offices, Inc. with its permission. Page 1 of 2 Copyright 2020 FCCI Insurance Group. Insured Copy POLICYNUMBER: CPP100047109-04 COMMERCIAL GENERAL LIABILITY CGL 084 (02 21) B. The insurance provided to the additional insured does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. C. This insurance is excess over any other valid and collectible insurance available to the additional insured whether on a primary, excess, contingent or any other basis; unless the written contract or agreement requires that this insurance be primary and non-contributory, in which case this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. D. With respect to the insurance afforded to these additional insureds, the following is added to SECTION III — LIMITS OF INSURANCE: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance; whichever is less. This endorsement shall not increase the applicable Limits of Insurance. E. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: Paragraph 2. Duties In The Event of Occurrence, Offense, Claim Or Suit is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement must as soon as practicable: 1. Give us written notice of an "occurrence" or an offense which may result in a claim or "suit' under this insurance, and of any claim or "suit' that does result; 2. Send us copies of all legal papers received in connection with the claim or "suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions; and 3. Tender the defense and indemnity of any claim or "suit' to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement and agree to make available all such other insurance. However, this condition does not affect Paragraph C. above. We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or "suit'. F. This endorsement does not apply to any additional insured or project that is specifically identified in any other additional insured endorsement attached to the COMMERCIAL GENERAL LIABILITY COVERAGE FORM. CGL 084 (02 21) Includes copyrighted material of the Insurance Services Offices, Inc. with its permission. Page 2 of 2 Copyright 2020 FCCI Insurance Group. Insured Copy Policy #CPP100051064 FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT TABLE OF CONTENTS DESCRIPTION PAGE AdditionalInsured Coverage...................................................................................................................................... 9 BailBonds................................................................................................................................................................... 9 Blanket Waiver of Subrogation................................................................................................................................. 14 Bodily Injury and Property Damage........................................................................................................................... 1 Care, Custody or Control............................................................................................................................................ 3 ContractorsErrors and Omissions............................................................................................................................. 6 Contractual Liability (Personal & Advertising Injury).................................................................................................. 2 ElectronicData Liability.............................................................................................................................................. 1 GeneralLiability Conditions...................................................................................................................................... 13 IncidentalMalpractice................................................................................................................................................. 9 Insured........................................................................................................................................................................ 9 Limited Product Withdrawal Expense........................................................................................................................ 3 Limitsof Insurance................................................................................................................................................... 11 Lossof Earnings......................................................................................................................................................... 9 LostKey Coverage..................................................................................................................................................... 8 Newly Formed or Acquired Organizations............................................................................................................... 11 Non -Owned Watercraft............................................................................................................................................... 1 Property Damage Liability — Borrowed Equipment.................................................................................................... 1 Tenant's Property and Premises Rented To You...................................................................................................... 8 VoluntaryProperty Damage....................................................................................................................................... 2 QUOTE Policy #CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Commercial General Liability Coverage Form, and will apply unless excluded by separate endorsement(s) to the Commercial General Liability Coverage Form. The COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended as follows: SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE is amended as follows: 1. Extended "Property Damage" Exclusion 2.a., Expected or Intended Injury, is replaced with the following: a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 2. Non -owned Watercraft Exclusion 2.g. (2) (a) is replaced with the following: (a) Less than 51 feet long; and 3. Property Damage Liability — Borrowed Equipment The following is added to Exclusion 2.j. (4): Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and not being used to perform operations. The most we will pay for "property damage" to any one borrowed equipment item under this coverage is $25,000 per "occurrence". The insurance afforded under this provision is excess over any other valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 4. Limited Electronic Data Liability Exclusion 2.p. is replaced with the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data" that does not result from physical injury to tangible property. The most we will pay under Coverage A for "property damage" because of all loss of "electronic data" arising out of any one `occurrence" is $10,000. We have no duty to investigate or defend claims or "suits" covered by this Limited Electronic Data Liability coverage. The following definition is added to SECTION V — DEFINITIONS of the Coverage Form: "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) For purposes of this Limited Electronic Data Liability coverage, the definition of "Property Damage" in SECTION V — DEFINITIONS of the Coverage Form is replaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the `occurrence" that caused it; c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the 'occurrence" that caused it. For purposes of this insurance, "electronic data" is not tangible property. SECTION I — COVERAGES, COVERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY is amended as follows: Paragraph 2.e. Exclusions — the Contractual Liability Exclusion is deleted. SECTION I — COVERAGES, the following coverages are added: COVERAGE D. VOLUNTARY PROPERTY DAMAGE 1. Insuring Agreement We will pay, at your request, for "property damage" caused by an 'occurrence", to property of others caused by you, or while in your possession, arising out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Property owned by, rented to, leased to, loaned to, borrowed by, or used by you; d. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; e. Property caused by or arising out of the "products -completed operations hazard"; f. Motor vehicles; g. "Your product' arising out of it or any part of it; or h. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one 'occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) The insurance afforded under COVERAGE D is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. Coverage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of use. The insurance under COVERAGE D does not apply if a loss is paid under COVERAGE E. COVERAGE E. CARE, CUSTODY OR CONTROL 1. Insuring Agreement We will pay those sums that the insured becomes legally obligated to pay as damages because of "property damage" caused by an "occurrence", to property of others while in your care, custody, or control or property of others as to which you are exercising physical control if the "property damage" arises out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage" to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; d. Property caused by or arising out of the "products -completed operations hazard"; e. Motor vehicles; f. "Your product' arising out of it or any part of it; or g. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of $250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance afforded under COVERAGE E is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE D. COVERAGE F. LIMITED PRODUCT WITHDRAWAL EXPENSE 1. Insuring Agreement a. If you are a "seller", we will reimburse you for "product withdrawal expenses" associated with "your product' incurred because of a "product withdrawal" to which this insurance applies. The amount of such reimbursement is limited as described in SECTION III - LIMITS OF INSURANCE. No other obligation or liability to pay sums or perform acts or services is covered. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 3 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) a. This insurance applies to a "product withdrawal" only if the "product withdrawal" is initiated in the "coverage territory" during the policy period because: (1) You determine that the "product withdrawal" is necessary; or (2) An authorized government entity has ordered you to conduct a "product withdrawal". c. We will reimburse only those "product withdrawal expenses" which are incurred and reported to us within one year of the date the "product withdrawal" was initiated. d. The initiation of a "product withdrawal" will be deemed to have been made only at the earliest of the following times: (1) When you have announced, in any manner, to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to conduct a "product withdrawal" This applies regardless of whether the determination to conduct a "product withdrawal" is made by you or is requested by a third party; (2) When you received, either orally or in writing, notification of an order from an authorized government entity to conduct a "product withdrawal; or (3) When a third party has initiated a "product withdrawal" and you communicate agreement with the "product withdrawal", or you announce to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to participate in the "product withdrawal", whichever comes first. e. "Product withdrawal expenses" incurred to withdraw "your products" which contain: (1) The same "defect" will be deemed to have arisen out of the same "product withdrawal"; or (2) A different "defect" will be deemed to have arisen out of a separate "product withdrawal" if newly determined or ordered in accordance with paragraph 1.b of this coverage. 2. Exclusions This insurance does not apply to "product withdrawal" expenses" arising out of: a. Any "product withdrawal" initiated due to: (1) The failure of "your products" to accomplish their intended purpose, including any breach of warranty of fitness, whether written or implied. This exclusion does not apply if such failure has caused or is reasonably expected to cause "bodily injury" or physical damage to tangible property. (2) Copyright, patent, trade secret or trademark infringements; (3) Transformation of a chemical nature, deterioration or decomposition of "your product", except if it is caused by: (a) An error in manufacturing, design, processing or transportation of "your product"; or (b) "Product tampering". (4) Expiration of the designated shelf life of "your product". b. A "product withdrawal", initiated because of a "defect" in "your product" known to exist by the Named Insured or the Named Insured's "executive officers", prior to the inception date of this Coverage Part or prior to the time "your product" leaves your control or possession. c. Recall of any specific products for which "bodily injury" or "property damage" is excluded under Coverage A - Bodily Injury And Property Damage Liability by endorsement. d. Recall of "your products" which have been banned from the market by an authorized government entity prior to the policy period. e. The defense of a claim or "suit" against you for "product withdrawal expenses". CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 4 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) 3. For the purposes of the insurance afforded under COVERAGE F, the following is added to 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: e. Duties In The Event Of A "Defect" Or A "Product Withdrawal" (1) You must see to it that we are notified as soon as practicable of any actual, suspected or threatened "defect" in "your products", or any governmental investigation, that may result in a "product withdrawal". To the extent possible, notice should include: (a) How, when and where the "defect" was discovered; (b) The names and addresses of any injured persons and witnesses; and (c) The nature, location and circumstances of any injury or damage arising out of use or consumption of "your product". (2) If a "product withdrawal" is initiated, you must: (a) Immediately record the specifics of the "product withdrawal" and the date it was initiated; (b) Send us written notice of the "product withdrawal" as soon as practicable; and (c) Not release, consign, ship or distribute by any other method, any product, or like or similar products, with an actual, suspected or threatened defect. (3) You and any other involved insured must: (a) Immediately send us copies of pertinent correspondence received in connection with the "product withdrawal"; (b) Authorize us to obtain records and other information; and (c) Cooperate with us in our investigation of the "product withdrawal". 4. For the purposes of this Coverage F, the following definitions are added to the Definitions Section: a. "Defect" means a defect, deficiency or inadequacy that creates a dangerous condition. b. "Product tampering" is an act of intentional alteration of "your product" which may cause or has caused "bodily injury" or physical injury to tangible property. When "product tampering" is known, suspected or threatened, a "product withdrawal" will not be limited to those batches of "your product" which are known or suspected to have been tampered with. c. 'Product withdrawal" means the recall or withdrawal of "your products", or products which contain "your products", from the market or from use, by any other person or organization, because of a known or suspected "defect" in "your product", or a known or suspected "product tampering", which has caused or is reasonably expected to cause "bodily injury" or physical injury to tangible property. d. "Product withdrawal expenses" means those reasonable and necessary extra expenses, listed below paid and directly related to a "product withdrawal": (1) Costs of notification; (2) Costs of stationery, envelopes, production of announcements and postage or facsimiles; (3) Costs of overtime paid to your regular non -salaried employees and costs incurred by your employees, including costs of transportation and accommodations; (4) Costs of computer time; (5) Costs of hiring independent contractors and other temporary employees; (6) Costs of transportation, shipping or packaging; (7) Costs of warehouse or storage space; or CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 5 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) (8) Costs of proper disposal of "your products", or products that contain "your products", that cannot be reused, not exceeding your purchase price or your cost to produce the products; but "product withdrawal expenses" does not include costs of the replacement, repair or redesign of "your product", or the costs of regaining your market share, goodwill, revenue or profit. e. "Seller' means a person or organization that manufactures, sells or distributes goods or products. "Seller" does not include a "contractor" as defined elsewhere in this endorsement. The insurance under COVERAGE F does not apply if a loss is paid under COVERAGE G. COVERAGE G. CONTRACTORS ERRORS AND OMISSIONS 1. Insuring Agreement If you are a "contractor', we will pay those sums that you become legally obligated to pay as damages because of "property damage" to "your product', "your work" or "impaired property', due to faulty workmanship, material or design, or products including consequential loss, to which this insurance applies. The damages must have resulted from your negligent act, error or omission while acting in your business capacity as a contractor or subcontractor or from a defect in material or a product sold or installed by you while acting in this capacity. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. We have no duty to investigate or defend claims or "suits" covered by this Contractors Errors or Omissions coverage. This coverage applies only if the "property damage" occurs in the "coverage territory" during the policy period. This coverage does not apply to additional insureds, if any. Supplementary Payments — Coverage A and B do not apply to Coverage G. Contractors Errors and Omissions. 2. Exclusions This insurance does not apply to: a. "Bodily injury" or "personal and advertising injury'. b. Liability or penalties arising from a delay or failure to complete a contract or project, or to complete a contract or project on time. c. Liability because of an error or omission: (1) In the preparation of estimates or job costs; (2) Where cost estimates are exceeded; (3) In the preparation of estimates of profit or return on capital; (4) In advising or failure to advise on financing of the work or project; or (5) In advising or failing to advise on any legal work, title checks, form of insurance or suretyship. d. Any liability which arises out of any actual or alleged infringement of copyright or trademark or trade dress or patent, unfair competition or piracy, or theft or wrongful taking of concepts or intellectual property. e. Any liability for damages: (1) From the intentional dishonest, fraudulent, malicious or criminal acts of the Named Insured, or by any partner, member of a limited liability company, or executive officer, or at the direction of any of them; or (2) Which is in fact expected or intended by the insured, even if the injury or damage is of a different degree or type than actually expected or intended. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 6 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) f. Any liability arising out of manufacturer's warranties or guarantees whether express or implied. g. Any liability arising from "property damage" to property owned by, rented or leased to the insured. h. Any liability incurred or "property damage" which occurs, in whole or in part, before you have completed "your work." "Your work" will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract or work order has been completed; (2) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service or maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as complete. Any liability arising from "property damage" to products that are still in your physical possession. j. Any liability arising out of the rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others; and (2) Providing or hiring independent professionals to provide engineering, architectural or surveying services in connection with construction work you perform. Professional services include the preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications. Professional services also include supervisory or inspection activities performed as part of any related architectural or engineering activities. But, professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with construction work you perform. k. Your loss of profit or expected profit and any liability arising therefrom. I. "Property damage" to property other than "your product," "your work" or "impaired property." m. Any liability arising from claims or "suits" where the right of action against the insured has been relinquished or waived. n. Any liability for "property damage" to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. o. Any liability arising from the substitution of a material or product for one specified on blueprints, work orders, contracts or engineering specifications unless there has been written authorization, or unless the blueprints, work orders, contracts or engineering specifications were written by you, and you have authorized the changes. p. Liability of others assumed by the insured under any contract or agreement, whether oral or in writing. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. 3. For the purposes of Coverage G, the following definition is added to the Definitions section: a. "Contractor' means a person or organization engaged in activities of building, clearing, filing, excavating or improvement in the size, use or appearance of any structure or land. "Contractor" does not include a "seller' as defined elsewhere in this endorsement. 4. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. The limits of insurance will not be reduced by the application of the deductible amount. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 7 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit', and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance under COVERAGE G does not apply if a loss is paid under COVERAGE F. COVERAGE H. LOST KEY COVERAGE 1. Insuring Agreement We will pay those sums, subject to the limits of liability described in SECTION III LIMITS OF INSURANCE in this endorsement and the deductible shown below, that you become legally obligated to pay as damages caused by an 'occurrence" and due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your "employees" or anyone acting on your behalf. The damages covered by this endorsement are limited to the: a. Actual cost of the keys; b. Cost to adjust locks to accept new keys; or c. Cost of new locks, if required, including the cost of installation. 2. Exclusions This insurance does not apply to: a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured; b. Any resulting loss of use; or c. Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insured: 1) Misappropriation; 2) Concealment; 3) Conversion; 4) Fraud; or 5) Dishonesty. 3. Deductible We will not pay for loss in any one 'occurrence" until the amount of loss exceeds $1,000. The limits of insurance will not be reduced by the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or "suit' and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. EXPANDED COVERAGE FOR TENANT'S PROPERTY AND PREMISES RENTED TO YOU The first paragraph after subparagraph (6) in Exclusion j., Damage to Property is amended to read as follows: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to premises, including the contents of such premises, rented to you. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits Of Insurance. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 8 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) SECTION I - COVERAGES, SUPPLEMENTARY PAYMENTS — COVERAGE A and B is amended as follows: All references to SUPPLEMENTARY PAYMENTS — COVERAGES A and B are amended to SUPPLEMENTARY PAYMENTS — COVERAGES A, B, D, E, G, and H. 1. Cost of Bail Bonds Paragraph 1.b. is replaced with the following: b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Loss of Earnings Paragraph 1.d. is replaced with the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit', including actual loss of earnings up to $500 a day because of time off from work. SECTION II — WHO IS AN INSURED is amended as follows: 1. Incidental Malpractice Paragraph 2.a.(1)(d) is replaced with the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to provide medical services, unless: (i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray or nursing services, treatment, advice or instruction; or (ii) The "employee" has another insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. 2. Broadened Who Is An Insured The following are added to Paragraph 2.: Subsidiaries e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. Additional Insureds f. Any person or organization described in paragraphs g. through k. below whom you are required to add as an additional insured on this policy under a written contract or agreement in effect during the term of this policy, provided the written contract or agreement was executed prior to the "bodily injury", "property damage" or "personal and advertising injury" for which the additional insured seeks coverage. However, the insurance afforded to such additional insured(s): (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; (3) Will not be broader than that which is afforded to you under this policy; (4) Is subject to the conditions described in paragraphs g. through k. below; and (5) Nothing herein shall extend the term of this policy. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 9 of 14 Copyright 2020 FCC[ Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) g. Owner, Lessor or Manager of Premises If the additional insured is an owner, lessor or manager of premises, such person or organization shall be covered only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury' caused, in whole or in part, by you or those acting on your behalf in connection with the ownership, maintenance or use of that part of any premises leased to you and subject to the following additional exclusions: (1) Any `occurrence" that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations If the additional insured is the state or any political subdivision, the state or political subdivision shall be covered only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit or authorization. This insurance does not apply to: (1) 'Bodily injury`, "property damage", or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury' or "property damage" included within the "products -completed operations hazard". i. Lessor of Leased Equipment If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect to liability for "bodily injury', "property damage" or "personal and advertising injury' caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). With respect to the insurance afforded to these additional insureds, this insurance does not apply to any 'occurrence" which takes place after the equipment lease expires. j. Mortgagee, Assignee, or Receiver If the additional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or receiver of premises is an additional insured only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. k. Vendor If the additional insured is a vendor, such vendor is an additional insured only with respect to liability for "bodily injury" or "property damage" caused by "your products" which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: (1) The insurance afforded to the vendor does not apply to: (a) "Bodily injury' or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in absence of the contract or agreement. (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in "your product' made intentionally by the vendor; (d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 10 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Subparagraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. 3. Newly Formed or Acquired Organizations Paragraph 3. is amended as follows: a. Coverage under this provision is afforded until the end of the policy period. d. Coverage A does not apply to product recall expense arising out of any withdrawal or recall that occurred before you acquired or formed the organization. SECTION III — LIMITS OF INSURANCE is amended as follows: 1. Paragraph 2. is replaced with the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard"; c. Damages under Coverage B; d. Voluntary "property damage" payments under Coverage D; e. Care, Custody or Control damages under Coverage E.; and f. Lost Key Coverage under Coverage H. 2. Paragraph 5. is replaced with the following: 5. Subject to Paragraph 2. or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under Coverage A; b. Medical expenses under Coverage C; c. Voluntary "property damage" payments under Coverage D; d. Care, Custody or Control damages under Coverage E; e. Limited Product Withdrawal Expense under Coverage F; f. Contractors Errors and Omissions under Coverage G.; and, g. Lost Key Coverage under Coverage H. because of all "bodily injury" and "property damage" arising out of any one "occurrence". 3. Paragraph 6. is replaced with the following: CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 11 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) 6. Subject to Paragraph 5. above the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. The Damage to Premises Rented to You Limit is the higher of the Each Occurrence Limit shown in the Declarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit. 4. Paragraph 7. is replaced with the following: 7. Subject to Paragraph 5. above, the higher of $10,000 or the Medical Expense Limit shown in the Declarations is the most we will pay under Coverage C for all medical expenses because of "bodily injury' sustained by any one person. 5. Paragraph 8. is added as follows: 8. Subject to Paragraph 5. above, the most we will pay under Coverage D. Voluntary Property Damage for loss arising out of any one "occurrence" is $1,500. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $3,000. 6. Paragraph 9. is added as follows: 9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for "property damage" arising out of any one "occurrence' is $1,000. The most we will pay in any one -policy period, regardless of the number of claims made or suits brought, is $5,000. 7. Paragraph 10. is added as follows: 10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal Expense for "product withdrawal expenses" in any one -policy period, regardless of the number of insureds, "product withdrawals" initiated or number of "your products" withdrawn is $10,000. 8. Paragraph 11. is added as follows: 11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contractors Errors and Omissions for damage in any one -policy period, regardless of the number of insureds, claims or "suits" brought, or persons or organizations making claim or bringing "suits" is $10,000. For errors in contract or job specifications or in recommendations of products or materials to be used, this policy will not pay for additional costs of products and materials to be used that would not have been incurred had the correct recommendations or specifications been made. 9. Paragraph 12. is added as follows: 12. Subject to Paragraph 5. above, the most we will pay under Coverage H., Lost Key Coverage for damages arising out of any one occurrence is $50,000. 10. Paragraph 13. is added as follows: 13. The General Aggregate Limit applies separately to: a. Each of your projects away from premises owned by or rented to you; or b. Each "location" owned by or rented to you. "Location" as used in this paragraph means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Paragraph 14. is added as follows: 14. With respect to the insurance afforded to any additional insured provided coverage under this endorsement: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 12 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance; whichever is less. This endorsement shall not increase the applicable Limits of Insurance. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. Subparagraph 2.a. of Duties In The Event Of Occurrence, Offense, Claim, or Suit is replaced with the following: a. You must see to it that we are notified as soon as practicable of an 'occurrence" or an offense which may result in a claim. This requirement applies only when the "occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager, if you are a limited liability company; (5) A person or organization having proper temporary custody of your property if you die; (6) The legal representative of you if you die; or (7) A person (other than an "employee") or an organization while acting as your real estate manager. To the extent possible, notice should include: (1) How, when and where the 'occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. 2. The following is added to Subparagraph 2.b. of Duties In The Event Of Occurrence, Offense, Claim, or Suit: The requirement in 2.b.applies only when the 'occurrence" or offense is known to the following: (1) An individual who is the sole owner; (2) A partner or insurance manager, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager or insurance manager, if you are a limited liability company; (5) Your officials, trustees, board members or insurance manager, if you are a not -for -profit organization; (6) A person or organization having proper temporary custody of your property if you die; (7) The legal representative of you if you die; or (8) A person (other than an "employee") or an organization while acting as your real estate manager. 3. The following is added to paragraph 2. of Duties in the Event of Occurrence, Offense, Claim or Suit: e. If you report an 'occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such an 'occurrence" to us at the time of the 'occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this 'occurrence" to us as soon as you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 13 of 14 Copyright 2020 FCCI Insurance Group QUOTE COMMERCIAL GENERAL LIABILITY CGL 088 (02 21) 4. Paragraph 6. is replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Any error or omission in the description of, or failure to completely describe or disclose any premises, operations or products intended to be covered by the Coverage Form will not invalidate or affect coverage for those premises, operations or products, provided such error or omission or failure to completely describe or disclose premises, operations or products was not intentional. You must report such error or omission to us as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium charges or exercise our right of cancellation or nonrenewal. 5. The following is added to paragraph 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery against any person or organization, because of any payment we make under this Coverage Part, to whom the insured has waived its right of recovery in a written contract or agreement. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person or organization prior to loss. 6. Paragraph 10. is added as follows: 10. Liberalization If we revise this Coverage Form to provide more coverage without additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the applicable state(s). CGL 088 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 14 of 14 Copyright 2020 FCCI Insurance Group QUOTE Policy #CPP100051064 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Insured Copy Policy #CAA100051065 COMMERCIAL AUTO CAU 058 (05 19) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO FIRST CHOICE COVERAGE ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Business Auto Coverage Form, and will apply unless excluded by separate endorsement(s) to the Business Auto Coverage Form. With respect to coverages provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by this endorsement. The Business Auto Coverage Form is amended as follows: SECTION II — COVERED AUTOS LIABILITY COVERAGE is amended as follows: A. Paragraph 1. Who Is An Insured in section A. Coverage is amended by the addition of the following: d. Any legally incorporated subsidiary of yours in which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured" does not include any subsidiary that is an "insured" under any other liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance. In order for such subsidiaries to be considered insured under this policy, you must notify us of such subsidiaries within 60 days of policy effective date. e. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain sole ownership or a majority interest. However, coverage under this provision: (1) Does not apply if the organization you acquire or form is an "insured" under another liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance; (2) Does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and (3) Is afforded only for the first 90 days after you acquire or form the organization or until the end of the policy period, whichever comes first. f. Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an additional insured is an "insured" for Liability Coverage, but only for damages to which this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. g. Any "employee" of yours using: (1) a covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by an "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto' rented from you or from any member of the "employee's" household CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 4 Copyright 2018 FCCI Insurance Group. COMMERCIAL AUTO CAU 058 (05 19) h. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow, while performing duties related to the conduct of your business or your personal affairs. B. Paragraphs (2) and (4) under section 2. Coverage Extensions, a. Supplementary Payments are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" solely at our request, including actual loss of earnings up to $500 a day because of time off from work. C. Paragraph 5. under section B. Exclusions is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a. Any fellow "employee" of the "insured" arising out of and in the course of a fellow "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are officers or managers if the "bodily injury" results from the use of a covered "auto" you own, hire or borrow. Coverage is excess over any other collectible insurance; or b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of Paragraph a. above. SECTION III — PHYSICAL DAMAGE COVERAGE is amended as follows: A. Paragraph 4. Coverage Extensions under section A. Coverage is deleted and replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a total maximum of $1,500 for temporary transportation expense incurred by you due to covered loss to any covered auto. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 24 hours after a loss and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". b. Loss of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for hired "autos"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for hired "autos"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for hired "autos". However, the most we will pay for any expenses for loss of use to any one vehicle is $75 per day, to a total maximum of $1,500. B. The following is added to paragraph 4. Coverage Extensions under section A. Coverage: c. Fire Department Service Charge When a fire department is called to save or protect a covered "auto", its equipment, its contents, or occupants from a covered cause of loss, we will pay up to $1,000 for your liability for fire department service charges assumed by contractor or agreement prior to loss. No deductible applies to this additional coverage. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 2 of 4 Copyright 2018 FCCI Insurance Group. COMMERCIAL AUTO CAU 058 (05 19) d. Auto Loan/Lease Gap Coverage The following provisions apply: (1) If a long term leased "auto", under an original lease agreement, is a covered "auto" under this coverage form and the lessor of the covered "auto" is named as an additional insured under this policy, in the event of a total loss to the leased covered "auto", we will pay any unpaid amount due on the lease, less the amount paid under the Physical Damage Coverage Section of the policy; and less any: (a) Overdue lease or loan payments including penalties, interest, or other charges resulting from overdue payments at the time of the "loss"; (b) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (c) Security deposits not refunded by the lessor; (d) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan or lease; and (e) Carry-over balances from previous loans or leases. (2) If an owned "auto" is a covered "auto" under this coverage form and the loss payee of the covered "auto" is named a loss payee under this policy, in the event of a total loss to the covered "auto", we will pay any unpaid amount due on the loan, less the amount paid under the Physical Damage Coverage Section of the policy; and less any; (a) Overdue loan payments at the time of the "loss"; (b) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan; and (c) Carry-over balances from previous loans. C. Paragraph 3. under section B. Exclusions is deleted and replaced by the following: 3. We will not pay for "loss" due and confined to: a. Wear and tear, freezing, mechanical or electrical breakdown b. Blowouts, punctures or other road damage to tires This exclusion does not apply to such 'loss" resulting from the total theft of a covered "auto". However, this exclusion does not include the discharge of an airbag in a covered "auto" you own that inflates due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b and A.1.c.but only: a. If that "auto" is a covered "auto" for Comprehensive Coverage under this policy; b. The airbags are not covered under any warranty; and c. The airbags were not intentionally inflated We will pay up to a maximum of $1,000 for any one "loss". D. Section D. Deductible is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations subject to the following: Any Comprehensive Coverage deductible shown in the Declarations does not apply to: (1) "Loss" caused by fire or lightning; and (2) "Loss" arising out of theft of your vehicle if your vehicle is equipped with an active GPS tracking system. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 3 of 4 Copyright 2018 FCCI Insurance Group. COMMERCIAL AUTO CAU 058 (05 19) (3) Glass damage if repaired rather than replaced. SECTION IV — BUSINESS AUTO CONDITIONS is amended as follows: A. The following is added to paragraph a. under section A. Loss Conditions, 2. Duties in the Event of Accident, Claim, Suit or Loss: This duty applies when the "accident", claim, "suit" or "loss" is first known to: (a) You, if you are an individual; (b) A partner, if you are a partnership; (c) An executive officer or insurance manager, if you are a corporation; or (d) A member or manager, if you are a limited liability company. B. Condition 5. Transfer of Rights of Recovery against Others to Us under section A. Loss Conditions is deleted and replaced by the following: 5. Transfer of Rights of Recovery against Others to Us If a person or organization to or for whom we make payment under this coverage form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. However, if the insured has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing of such a waiver with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this coverage form. C. The following is added to Condition 2. Concealment, Misrepresentation or Fraud under section B. General Conditions: However, if you unintentionally fail to disclose any hazards at the inception of your policy, we will not deny coverage under this coverage form because of such failure. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. D. Paragraph b. of Condition 5. Other Insurance under section B. General Conditions is deleted and replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own; (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any "auto" you hire from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 4 of 4 Copyright 2018 FCCI Insurance Group. AUTOMOBIE Policy #CAA100051065 COMMERCIACAU 082 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC INSURED - BUSINESS AUTO POLICY PRIMARY/NON-CONTRIBUTING WHEN REQUIRED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement is subject to the terms, conditions, exclusions and any other provisions of the BUSINESS AUTO COVERAGE FORM or any endorsement attached thereto unless changes or additions are indicated below. For the purpose of this endorsement, Section II.A.1. Who Is An Insured is amended by adding the following: 1. Any person or organization when you and such person have agreed in writing in a contract signed and executed by you prior to the loss for which coverage is sought, that such person or organization be added as an "insured" on your auto policy. Such person or organization shall be an "insured" to the extent your negligent actions or omissions impose liability on such "insured" without fault on its part. 2. This insurance is primary and non-contributory to other liability coverages of the person or organization being added to this policy as an "insured" when so required in a written contract or agreement that is executed prior to the loss for which coverage is sought. CAU 082 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 1 Copyright 2015 FCCI Insurance Group. k _-.eXaSMutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 8/12122 at 12:01 a.m. standard time, forms a part of: Policy no. 0002051085 of Texas Mutual Insurance Company effective on 8/12/22 Issued to: WILLIAM J SCHULTZ INC DBA: CIRCLE C CONSTRUCTION COMPANY This is not a bill NCCI Carrier Code: 29939 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 Authorized representative t.31111APx14 WC420304B Policy #CUP2S886795 Ln o UMBRELLA • 0 EXCESS FOLLOW -FORM AND UMBRELLA LIABILITY INSURANCE V THIS POLICY, IN PART, PROVIDES FOLLOW -FORM LIABILITY COVERAGE. COVERAGE WILL APPLY ON A CLAIMS -MADE BASIS WHEN g FOLLOWING CLAIMS -MADE UNDERLYING INSURANCE. COVERAGE WILL APPLY ON A DEFENSE -WITHIN -LIMITS BASIS WHEN FOLLOWING UNDERLYING INSURANCE UNDER WHICH 8 DEFENSE EXPENSES ARE PAYABLE WITHIN, AND NOT IN ADDITION TO, THE LIMITS OF INSURANCE. WHEN FOLLOWING SUCH In UNDERLYING INSURANCE PAYMENT OF DEFENSE EXPENSES UNDER THIS POLICY WILL REDUCE, AND MAY EXHAUST, THE LIMITS OF INSURANCE OF THIS POLICY. PLEASE READ THE ENTIRE POLICY CAREFULLY. Various provisions in this policy restrict coverage. Read the entire policy carefully to ca determine rights, duties and what is and is not covered. N r Throughout this policy, the words "you" and "your" refer to the Named Insured shown in the Declarations and any other person or organization qualifying as a Named Insured under v this policy. The words "we", "us" and "our" refer to the company providing this insurance. o The word "insured" means any person or organization qualifying as such under SECTION II - o WHO IS AN INSURED. V Cl) Other words and phrases that appear in quotation marks have special meaning. Refer to * SECTION VI - DEFINITIONS. SECTION I - COVERAGES a The applicable limit of insurance A. COVERAGE A - EXCESS FOLLOW -FORM stated for the policies of underlying insurance" in the LIABILITY Schedule Of Underlying Insurance 1. We will pay on behalf of the insured will be considered to be reduced those sums, in excess of the or exhausted only by the "applicable underlying limit", that the following payments: insured becomes legally obligated to (1) Payments of judgments or pay as damages to which Coverage A settlements for damages that of this insurance applies, provided are covered by that "underlying that the "underlying insurance" would insurance". However, if such apply to such damages but for the "underlying insurance" has a exhaustion of its applicable limits of policy period which differs insurance. If a sublimit is specified in from the policy period of this any "underlying insurance", Coverage Excess Follow -Form And i1 A of this insurance applies to Umbrella Liability Insurance, damages that are in excess of that any such payments for l� sublimit onlyif such sublimit is damages that would not be shown for that "underlying insurance" covered by this Excess Follow - in the Schedule Of Underlying Form And Umbrella Liability Insurance. Insurance because of its 2. Coverage A of this insurance is different policy period will not subject to the same terms, reduce or exhaust the conditions, agreements, exclusions applicable limit of insurance a and definitions as the "underlying stated for such "underlying insurance", except with respect to insurance"; any provisions to the contrary (2) Payments of "medical exp- contained in this insurance. enses" that are covered by 3. The amount we will pay for damages that "underlying insurance" and is limited as described in SECTION III are incurred for "bodily injury" - LIMITS OF INSURANCE. caused by an accident that takes place during the policy 4. For the purposes of Paragraph 1. period of this Excess Follow - above: Form And Umbrella Liability Insurance; or EV 00 01 07 16 ® 2016 The Travelers Indemnity Company. All rights reserved. Page 1 of 23 UMBRELLA (3) Payments of defense expenses "property damage", "personal injury" that are covered by that or "advertising injury" to which "underlying insurance", only if Coverage B of this insurance applies. such "underlying insurance" includes such payments within 2. Coverage B of this insurance applies "bodily the limits of insurance. to injury" or "property However, if such "underlying , damage' only if: insurance" has a policy period a. The "bodily injury" or "property which differs from the policy damage" is caused by an period of this Excess Follow- "occurrence" that takes place Form And Umbrella Liability anywhere in the world; Insurance, any such payments for defense expenses that b. The "bodily injury" or "property would not be covered by this damage" occurs during the policy Excess Follow -Form And period; and Umbrella Liability Insurance C. Prior to the policy period, no because of its different policy insured listed under Paragraph 1. period will not reduce or in Paragraph B., COVERAGE B — exhaust the applicable limit of UMBRELLA LIABILITY, of SECTION If — insurance stated for such WHO IS AN INSURED and no "underlying insurance". "employee" authorized by you to If the applicable limit of insurance give or receive notice of an stated for the policies of "occurrence" or claim, knew that "underlying insurance" in the the "bodily injury" or "property Schedule Of Underlying Insurance damage" had occurred, in whole is actually reduced or exhausted or in part. If such a listed insured by other payments, Coverage A of or authorized "employee" knew, this insurance is not invalidated. prior to the policy period, that the However, in the event of a loss, "bodily injury" or "property we will pay only to the extent damage" occurred, in whole or in that we would have paid had such part, then any continuation, change limit not been actually reduced or or resumption of such "bodily exhausted by such other payments. injury" or "property damage" b. If any "underlying insurance" has during or after the policy period will be deemed to have been a limit of insurance greater than known prior to the policy period. the amount shown for that insurance in the Schedule of 3. Coverage B of this insurance applies Underlying Insurance, this to "personal injury" or "advertising insurance will apply in excess of injury" caused by an offense arising that greater amount. If any out of your business, but only if the "underlying insurance" has a limit offense was committed during the of insurance, prior to any policy period anywhere in the world. reduction or exhaustion by payment of damages, "medical 4. The amount we will pay for damages expenses' or defense expenses is limited as described in SECTION III described in Paragraph a above, -LIMITS OF INSURANCE. that is less than the amount 5. "Bodily injury" or "property damage": shown for that insurance in the Schedule Of Underlying Insurance, a Which occurs during the policy this insurance will apply in excess period; and of the amount shown for such b. Which was not prior to, but was insurance in the Schedule Of during, the policy period known to Underlying Insurance. have occurred by any insured 5. When the "underlying insurance" listed under Paragraph 1. in applies on a claims -made basis and Paragraph B., COVERAGE B — includes a retroactive date provision, UMBRELLA LIABILITY of SECTION II — the retroactive date for Coverage A WHO IS AN INSURED, or any of this insurance is the same as the "employee" authorized by you to retroactive date of that "underlying give notice of an "occurrence" or insurance". claim; B. COVERAGE B — UMBRELLA LIABILITY includes any continuation, change or 1. We will pay on behalf of the insured resumption of the "bodily injury" or 11 property damage" after the end of those sums in excess of the "self- the policy period. insured retention" that the insured becomes legally obligated to pay as 6. "Bodily injury" or "property damage" damages because of "bodily injury", will be deemed to have been known Page 2 of 23 ® 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N o UMBRELLA 0 oto have occurred at the earliest time b. End when we decide that the when any insured listed under crisis no longer exists or when L) Paragraph 1. in Paragraph B., COVERAGE the Crisis Management Service B — UMBRELLA LIABILITY, of SECTION If Expenses Limit has been — WHO IS AN INSURED or any exhausted, whichever occurs first. "employee" authorized by you to give 4. The amount we will pay for "crisis or receive notice of an "occurrence" management service expenses" is 0 or claim: limited as described in SECTION III — 0 a Reports all, or any part, of the LIMITS OF INSURANCE. "bodily injury" or "property 5. A "self -insured retention" does not damage" to us or any other apply to "crisis management service o insurer; expenses". b. Receives a written or verbal demand or claim for damages 6• Any payment of � "crisis management 0 because of the "bodily injury" or service expenses' that we make will "property damage"; or not be determinative of our obligations under this insurance with * C. Becomes aware by any other respect to any claim or "suit" or means that the "bodily injury" or create any duty to defend or "property damage" has occurred indemnify any insured for any claim or has begun to occur. or "suit". 7. Damages because of "bodily injury" D. DEFENSE AND SUPPLEMENTARY PAYMENTS co N include damages claimed by any 1 We will have the right and duty to person or organization for care, loss defend the insured: of services or death resulting at any time from the "bodily injury". a. Under Coverage A, against a "suit" 0 B. Coverage B of this insurance does seeking damages to which such 0 not apply to damages covered by any coverage applies, if: m "underlying insurance" or that would (1) The "applicable underlying * have been covered by any "underlying limit" is the applicable limit of insurance" but for the exhaustion of insurance stated for a policy its applicable limit of insurance. of "underlying insurance" in C. COVERAGE C — CRISIS MANAGEMENT the Schedule Of Underlying SERVICE EXPENSES Insurance and such limit has been exhausted solely due to 1. We will reimburse the insured, or pay payments as permitted in on the insured's behalf, "crisis Paragraphs 4.a.(1), (2) and (3) of management service expenses" to COVERAGE A — EXCESS FOLLOW — which Coverage C applies. FORM LIABILITY of SECTION I — 2. Coverage C of this insurance applies COVERAGES; or to "crisis management service (2) The "applicable underlying expenses" that: limit" is the applicable limit of a Arise out of a "crisis management any "other insurance" and such event" that first commences limit has been exhausted by during the policy period; payments of judgments, settle- ments or medical expenses, or aa� b. Are incurred by the insured, after related costs or expenses (if l a "crisis management event" first such costs or expenses reduce commences and before such event such limits). i ends; and For any "suit" for which we have C. Are submitted to us within 180 the right and duty to defend the I♦ days after the "crisis management insured under Coverage A, defense advisor" advises you that the expenses will be within the limits "crisis management event" no of insurance of this policy when longer exists. such expenses are within the 3. A "crisis management event" will be limits of insurance of the applicable "underlying insurance' ; deemed to: or a First commence at the time when "executive b. Under Coverage B, against a "suit" any officer" first seeking damages to which such becomes aware of an event" or "occurrence" coverage applies. that leads to that "crisis management event"; and 2. We have no duty to defend any insured against any "suit": EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 3 of 23 UMBRELLA a Seeking damages to which this insurance does not apply; or b. If any other insurer has a duty to defend. 3. When we have the duty to defend, we may, at our discretion, investigate and settle any claim or "suit". In all other cases, we may, at our discretion, participate in the investigation, defense and settlement of any claim or "suit" for damages to which this insurance may apply. If we exercise such right to participate, all expenses we incur in doing so will not reduce the applicable limits of insurance. 4. Our duty to defend ends when we have used up the applicable limit of insurance in the payment of judgments or settlements, or defense expenses if such expenses are within the limits of insurance of this policy. 5. We will pay, with respect to a claim we investigate or settle, or "suit" against an insured we defend: a All expenses we incur. b. The cost of: (1) Bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which this insurance applies; or (2) Appeal bonds and bonds to release attachments; but only for bond amounts within the applicable limit of insurance. We do not have to furnish these bonds. t. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of such claim or "suit", including actual loss of earnings up to $1,000 a day because of time off from work. d. All court costs taxed against the insured in the "suit". However, these payments do not include attorneys' fees or attorneys' expenses taxed against the insured. e. Prejudgment interest awarded against the insured on that part of the judgment we pay. If we make an offer to pay the applicable limit of insurance, we will not pay any prejudgment interest based on that period of time after the offer. f. All interest that accrues on the full amount of any judgment after entry of the judgment and before we have paid, offered to pay or deposited in court the part of the judgment that is within the applicable limit of insurance. If we do not pay part of the judgment for any reason other than it is more than the applicable limit of insurance, we will not pay any interest that accrues on that portion of the judgment. With respect to a claim we investigate or settle, or "suit" against an insured we defend under COVERAGE A - EXCESS FOLLOW -FORM LIABILITY, these payments will not reduce the applicable limits of insurance, but only if the applicable "underlying insurance" provides for such payments in addition to its limits of insurance. With respect to a claim we investigate or settle, or "suit" against an insured we defend under COVERAGE B - UMBRELLA LIABILITY, these payments will not reduce the applicable limits of insurance. SECTION 11 - WHO IS AN INSURED A. COVERAGE A - EXCESS FOLLOW -FORM LIABILITY With respect to Coverage A, the following persons and organizations qualify as insureds: 1. The Named Insured shown in the Declarations; and 2. Any other person or organization qualifying as an insured in the "underlying insurance". If you have agreed to provide insurance for that person or organization in a written contract or agreement: a The limits of insurance afforded to such person or organization will be: (1) The amount by which the minimum limits of insurance you agreed to provide such person or organization in that written contract or agreement exceed the total limits of insurance of all applicable "underlying insurance"; or (2) The limits of insurance of this policy; whichever is less; and b. Coverage under this policy does not apply to such person or organization if the minimum limits of insurance you agreed to provide such person or organization in that written contract or agreement are wholly within the total limits of insurance of all available applicable "underlying insurance". Page 4 of 23 0 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N o UMBRELLA 0 B. COVERAGE B — UMBRELLA LIABILITY course of his or her ' With respect to Coverage B: employment or performing duties related to the 1. The Named Insured shown in the conduct of your business, Declarations is an insured. or to your other "volunteer workers" while performing 2. If you are: Y duties related to the a. An individual, your spouse is also conduct of your business; 8 an insured, but only with respect (b) To the spouse, child, to the conduct of a business of parent, brother or sister of which you are the sole owner. that co -"employee" or o b. A partnership or joint venture, "volunteer worker" as a your members, your partners and consequence of Paragraph their spouses are also insureds, (1)(a) above; o but only with respect to the (C) For which there is any c conduct of your business. obligation to share damages c. A limited liability company, your with or repay someone else members are also insureds, but who must pay damages m only with respect to the conduct because of the inJ'ury an of your business. Your managers described in Paragraph (1)(a) " are also insureds, but only with or (b) above; or QD respect to their duties as your (d) out of hailingsr her v managers.Arisin prov ding o d. An organization other than a provide professional health a partnership, joint venture or care services. N limited liability company, your "officers" Unless you are in the business o and directors are also or occupation of providing insureds, but only with respect to ' professional health care M their duties as your officers" or services, Paragraphs (1)(a), (b), directors. Your stockholders are IC) and Id) above do not also insureds, but only with respect their liability apply to "bodily injury" arising stockholders. out of providing or failing to provide first aid or "Good e. A trust, your trustees are also Samaritan services" by any insureds, but only with respect to of your "employees" or their duties as trustees. "volunteer workers" other than 3. Each of the following is also an an employed or volunteer "employees" insured: doctor. Any such "volunteer or workers" a. Your "volunteer workers" only providing or failing to provide la» while performing duties related to first aid or "Good Samaritan the conduct of your business, or services" during their work your "employees", other than hours for you will be deemed either your "officers" (if you are to be acting within the scope an organization other than a of their employment by you or partnership, joint venture or performing duties related to limited liability company) or your the conduct of your business. managers (if you are a limited liability company), but only for (2) "Property damage" to property: acts within the scope of their (a) Owned, occupied or used employment by you or while by; or performing duties related to the (b) Rented to, in the care, I• = conduct of your business. However, none of these custody or control of, or "employees" or "volunteer over which physical control workers" are insureds for: is being exercised for any purpose by; y' "personal (1) "Bodilyin'ur or injury' : you, any of your "employees" "volunteer or workers", any of (a) To you, to your partners or your partners or members (if members (if you are a you are a partnership or joint partnership or joint venture), venture), or any of your to your members (if you members (if you are a limited are a limited liability liability company). company), to a co - "employee" while in the EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 5 of 23 UMBRELLA b. Any person (other than your "employee" or "volunteer worker"), or any organization, while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you die, but only: (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed. d. Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this insurance. 4. Any organization, other than a partnership, joint venture or limited liability company, of which you are the sole owner, or in which you maintain an ownership interest of more than 50%, on the first day of the policy period is an insured and will qualify as a Named Insured. No such organization is an insured or will qualify as a Named Insured for "bodily injury" or "property damage" that occurred, or "personal injury" or "advertising injury" caused by an offense committed after the date, if any, during the policy period, that you no longer maintain an ownership interest of more than 50% in such organization. 5. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and of which you are the sole owner, or in which you maintain an ownership interest of more than 50%, is an insured and will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and b. Coverage for such organization does not apply to: (1) "Bodily injury" or "property damage" that occurred; or (2) "Personal injury" or "advertising injury" arising out of an offense committed; before you acquired or formed the organization. No person or organization is an insured or will qualify as a Named Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. This paragraph does not apply to any such partnership, joint venture or limited liability company that otherwise qualifies as an insured under Paragraph B. of SECTION II - WHO IS AN INSURED. C. COVERAGE C - CRISIS MANAGEMENT SERVICE EXPENSES With respect to Coverage C, the following persons and organizations are insureds and will qualify as Named Insureds: 1. The Named Insured shown in the Declarations. 2. Any organization, other than a partnership, joint venture or limited liability company, of which you are the sole owner, or in which you maintain an ownership interest of more than 50%, on the first day of the policy period. No such organization is an insured or will qualify as a Named Insured for "crisis management service expenses" arising out of a "crisis management event" that first commences after the date, if any, during the policy period, that you no longer maintain an ownership interest of more than 50% in such organization. 3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and of which you are the sole owner, or in which you maintain an ownership interest of more than 50%, if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and Ill. Coverage for such organization does not apply to "crisis management service expenses" arising out of a "crisis manage- ment event" that occurred before you acquired or formed the organization, even if an "executive officer" only first becomes aware of an "event" or "occurrence" that leads to such "crisis management event" after the date you acquired or formed the organization. Page 6 of 23 0 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N 0 0 UMBRELLA C U U N 00 N C i v N 0 0 No person or organization is an insured or will qualify as a Named Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. SECTION III — LIMITS OF INSURANCE A. The Limits of Insurance shown in the Declarations and the rules below fix the most we will pay for the amounts described below to which this insurance applies regardless of the number of: 1. Insureds; 2. Claims made or "suits" brought; 3. Number of vehicles involved; 4. Persons or organizations making claims or bringing "suits"; or 5. Coverages provided under this insurance. As indicated in Paragraph D.1. of SECTION — COVERAGES, for any "suit" for which we have the right and duty to defend the insured under Coverage A, defense expenses will be within the limits of insurance of this policy when such expenses are within the limits of insurance of the applicable "underlying insurance". B. The General Aggregate Limit is the most we will pay for the sum of all: 1. Damages; and 2. Defense expenses if such expenses are within the limits of insurance of this policy; except: 1. Damages and defense expenses because of "bodily injury" or "property damage" included in the "auto hazard"; 2. Damages and defense expenses because of "bodily injury" or "property damage" included in the "products -completed operations hazard"; or 3. Damages and defense expenses for which insurance is provided under any Aircraft Liability coverage included as "underlying insurance" to which no aggregate limit applies. C. The Products -Completed Operations Aggregate Limit is the most we will pay for the sum of all: 1. Damages; and 2. Defense expenses if such expenses are within the limits of insurance of this policy; because of "bodily injury" or "property damage" included in the "products - completed operations hazard". D. Subject to Paragraph B. or C. above, whichever applies, the Occurrence Limit is the most we will pay for the sum of all: 1. Damages, and defense expenses if such expenses are within the limits of insurance of this policy, under Coverage A arising out of any one "event" to which the "underlying insurance" applies a limit of insurance that is separate from any aggregate limit of insurance; and 2. Damages under Coverage B because of all "bodily injury", "property damage", "personal injury" or "advertising injury" arising out of any one "occurrence". For the purposes of determining the applicable Occurrence Limit, all related acts or omissions committed in the providing or failing to provide first aid or "Good Samaritan services" to any one person will be considered one "occurrence". E. The Crisis Management Service Expenses Limit is the most we will pay for the sum of all "crisis management service expenses" arising out of all "crisis management events". Payment of such "crisis management service expenses" is in addition to, and will not reduce, any other limit of insurance of this policy. F. The limits of insurance of this policy apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations. If the policy period is extended after issuance for an additional period of less than 12 months, the additional period will be deemed part of the last preceding period for purposes of determining the limits of insurance. SECTION IV — EXCLUSIONS This insurance does not apply to: A. With respect to Coverage A and Coverage B: 1. Asbestos a. Damages arising out of the actual or alleged presence or actual, alleged or threatened dispersal of asbestos, asbestos fibers or products containing asbestos, provided that the damages are caused or contributed to by the hazardous properties of asbestos. b. Damages arising out of the actual or alleged presence or actual, alleged or threatened dispersal of EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 7 of 23 UMBRELLA any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapors, soot, fumes, acids, alkalis, chemicals and waste, and that are part of any claim or "suit" which also alleges any damages described in Paragraph a. above. c. Any loss, cost or expense arising out of any: (1) Request, demand, order or statutory or regulatory requirement that any insured or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, asbestos, asbestos fibers or products containing asbestos; or (2) Claim or "suit" by or on behalf of any governmental authority or any other person or organization because of testing for, monitoring, clean- ing up, removing, containing, treating, detoxifying or neutral- izing, or in any way responding to, or assessing the effects of, asbestos, asbestos fibers or products containing asbestos. 2. Employment —Related Practices Damages because of injury to: a. A person arising out of any: (1) Refusal to employ that person; (2) Termination of that person's employment; or (3) Employment -related practice, policy, act or omission, such as coercion, demotion, evaluat- ion, reassignment, discipline, failure to promote or advance, harassment, humiliation, dis- crimination, libel, slander, violation of the person's right of privacy, malicious prosecution or false arrest, detention or imprison-ment, applied to or directed at that person, regardless of whether such practice, policy, act or omission occurs, is applied or is committed before, during or after the time of that person's employment; or b. The spouse, child, parent, brother or sister of that person as a consequence of injury to that person as described in Paragraphs a.0 ), (2) or (3) above. This exclusion applies: a Whether the insured may be liable as an employer or in any other capacity; and b. To any obligation to share damages with or repay someone else who must pay damages because of the injury. 3. ERISA, COBRA And Similar Laws Any obligation of the insured under: a. The Employees Retirement Income Security Act Of 1974 (ERISA) or any of its amendments; b. The Consolidated Omnibus Budget Reconciliation Act of 1985 (COBRA) or any of its amendments; or c. Any similar common or statutory law of any jurisdiction. 4. Medical Expenses Or Payments Any obligation of the insured under any "medical expenses" or medical payments coverage. 5. Nuclear Material Damages arising out of: a The actual, alleged or threatened exposure of any person or property to; or b. The "hazardous properties" of; any "nuclear material". As used in this exclusion: a. "Hazardous properties" includes radioactive, toxic or explosive properties; b. "Nuclear material" means "source material", "special nuclear material" or "by-product material"; and C. "Source material", "special nuclear material" and "by-product mater- ial" have the meanings given them in the Atomic Energy Act of 1954 or any of its amendments. 6. Uninsured or Underinsured Motorists, No — Fault And Similar Laws Any liability imposed on the insured, or the insured's insurer, under any of the following laws: a Uninsured motorists; b. Underinsured motorists; c. Auto no-fault or other first -party personal injury protection (PIP); d. Supplementary uninsured/underinsured motorists (New York); or e. Medical expense benefits and income loss benefits (Virginia). Page 8 Of 23 ® 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N o UMBRELLA 0 0 0 7. War gift, distribution or use of alcoholic beverages. Damages arising out of: 4. Employers Liability a War, including undeclared or civil war; or "Bodily injury" to: b. Warlike action by a military force, a An "employee" of the insured including action in hindering or arising out of and in the course gdefending against an actual or of: expected attack, by any govern- 11) Employment by the insured; or ment, sovereign or other authority ~ using military personnel or other (2) Performing duties related to agents; or the conduct of the insured's •- C. Insurrection, rebellion, revolution, business; or usurped power or action taken by b. The spouse, child, parent, brother 0 governmental authority in or sister of that "employee" as a hindering or defending against any consequence of "bodily injury" of these. described in Paragraph a above. B. Workers Compensation And Similar Laws This exclusion applies: Any obligation of the insured under a a. Whether the insured may be liable workers compensation, disability as an employer or in any other benefits or unemployment capacity; and CD N compensation law or any similar law. b. To any obligation to share r B. With respect to Coverage B: damages with or repay someone a 1. Expected Or Intended Bodily Injury Or else who must pay damages N Property Damage because of the bodily injury". ° ° "Bodily injury" or "property damage" 5. Pollution U expected or intended from the a "Bodily injury", "property standpoint of the insured. This damage", "personal injury" or exclusion does not apply to "bodily "advertising injury" arising out of injury" or "property damage" the actual, alleged or threatened resulting from the use of reasonable discharge, dispersal, seepage, force to protect persons or property. migration, release or escape of 2. Contractual Liability "pollutants". "Bodily injury", "property damage", b. Any loss, cost or expense arising "personal injury" or "advertising out of any: injury" for which the insured is (1) Request, demand, order or obligated to pay damages by reason statutory or regulatory require - of the assumption of liability in a ment that any insured or any contract or agreement. This exclusion other person or organization does not apply to liability for test for, monitor, clean up, l� damages that the insured would have remove, contain, treat, detoxify in the absence of the contract or or neutralize, or in any way agreement. respond to, or assess the "pollutants"; 3. Liquor Liability effects of, or "Bodily injury" or "property damage" (2) Claim or "suit" by or on for which any insured may be liable behalf of any governmental by reason of: authority or any other person or organization because of a Causing or contributing to the testing for, monitoring, iintoxication of any person, cleaning up, removing, contain - including causing or contributing ing, treating, detoxifying or = to the intoxication of any person neutralizing, or in any way It_ because alcoholic beverages were responding to, or assessing the !� permitted to be brought on your effects of, "pollutants". premises for consumption on your 6. Aircraft premises; b. The furnishing of alcoholic "Bodily injury" or "property damage" beverages to a person under the arising out of the ownership, legal drinking age or under the maintenance, use or entrustment to influence of alcohol; or others of any aircraft owned or operated by or rented or loaned to c. Any statute, ordinance or any insured. Use includes operation regulation relating to the sale, and "loading or unloading". EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 9 of 23 UMBRELLA This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any aircraft that is owned or operated by or rented or loaned to any insured. 7. Auto "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any "auto". Use includes operation and "loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any "auto". This exclusion does not apply to "bodily injury" or "property damage" caused by an "occurrence" that takes place outside of the United States of America (including its territories and possessions), Puerto Rico and Canada. 8. Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to a watercraft: a. While ashore on premises owned by or rented to any insured; or b. That is 50-feet long or less and that: (1) You own; or (2) You do not own and is not being used to carry any person or property for a charge. 9. Electronic Data Damages claimed for the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data". 10. Damage To Property, Products Or Work "Property damage" to: a. Property you own, rent or occupy, including any costs or expenses incurred by you, or any other person or organization, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; b. Premises you sell, give away or abandon if the "property damage" arises out of any part of those premises; c. Property loaned to you; d. Personal property in the care, custody or control of the insured; e. That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are performing operations if the "property damage" arises out of those operations; f. That particular part of any property that must be restored, repaired or replaced because "your work" was incorrectly performed on it; g. "Your product" arising out of "your product" or any part of it; or h. "Your work" arising out of "your work" or any part of it and included in the "products - completed operations hazard". 11. Damage To Impaired Property Or Property Not Physically Injured "Property damage" to "impaired property", or property that has not been physically injured, arising out of: a. A defect, deficiency, inadequacy or dangerous condition in "your product" or "your work"; or b. A delay or failure by you, or anyone acting on your behalf, to fulfill the terms of a contract or agreement. Page 10 of 23 0 20 16 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N U) 0 0 00 U U L 0 0 N This exclusion does not apply to the loss of use of other property arising out of sudden and accidental physical injury to "your product" or "your work" after it has been put to its intended use. 12. Recall Of Products, Work Or Impaired Property Damages claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal or disposal of: a "Your product"; b. "Your work"; or c. "Impaired property"; if such product, work or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it. 13. Violation Of Consumer Financial Protection Laws "Bodily injury", "property damage", "personal injury" or "advertising injury" arising out of any actual or alleged violation of a "consumer financial protection law", or any other "bodily injury", "property damage", "personal injury" or "advertising injury" alleged in any claim or "suit" that also alleges any such violation. 14. Unsolicited Communication "Bodily injury", "property damage", "personal injury" or "advertising injury" arising out of any actual or alleged violation of any law that restricts or prohibits the sending, transmitting or distributing of "unsolicited communication". 15. Access Or Disclosure Of Confidential Or Personal Information "Bodily injury", "property damage", "personal injury" or "advertising injury" arising out of any access to or disclosure of any person's or organization's confidential or personal information. 16. Knowing Violation Of Rights Of Another "Personal injury" or "advertising injury" caused by or at the direction of the insured with the knowledge that the act would violate the rights of another and would inflict "personal injury" or "advertising injury". UMBRELLA 17. Material Published With Knowledge Of Falsity "Personal injury" or "advertising injury" arising out of oral or written publication, including publication by electronic means, of material, if done by or at the direction of the insured with knowledge of its falsity. 1 B. Material Published Or Used Prior To Policy Period a "Personal injury" or "advertising injury" arising out of oral or written publication, including publication by electronic means, of material whose first publication took place before the beginning of the policy period; or b. "Advertising injury" arising out of infringement of copyright, "title" or "slogan" in your "advertise- ment" whose first infringement in your "advertisement" was committed before the beginning of the policy period. 19. Criminal Acts "Personal injury" or "advertising injury" arising out of a criminal act committed by or at the direction of the insured. 20. Breach Of Contract "Personal injury" or "advertising injury" arising out of a breach of contract. 21.Ouality Or Performance Of Goods — Failure To Conform To Statements "Advertising injury" arising out of the failure of goods, products or services to conform with any statement of quality or performance made in your "advertisement". 22. Wrong Description Of Prices "Advertising injury" arising out of the wrong description of the price of goods, products or services stated in your "advertisement". 23. Intellectual Property "Personal injury" or "advertising injury" arising out of any actual or alleged infringement or violation of any of the following rights or laws, or any other "personal injury" or "advertising injury" alleged in any claim or "suit" that also alleges any such infringement or violation: a Copyright; b. Patent; c. Trade dress; d. Trade name; EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 11 of 23 UMBRELLA e. Trademark; f. Trade secret; or g. Other intellectual property rights or laws. This exclusion does not apply to: a. "Advertising injury" arising out of any actual or alleged infringement or violation of another's copyright, "title" or "slogan" in your "advertisement"; or b. Any other "personal injury" or "advertising injury" alleged in any claim or "suit" that also alleges any such infringement or violation of another's copyright, "title" or "slogan" in your "advertisement". 24.Insureds In Media And Internet Type Business "Personal injury" or "advertising injury" arising out of an offense committed by an insured whose business is: a. Advertising, "broadcasting" or publishing; b. Designing or determining content of web -sites for others; or c. An Internet search, access, content or service provider. This exclusion does not apply to Paragraphs a.0), (2) and (3) of the definition of "personal injury". For the purposes of this exclusion: a. Creating and producing correspondence written in the conduct of your business, bulletins, financial or annual reports, or newsletters about your goods, products or services will not be considered the business of publishing; and b. The placing of frames, borders or links, or advertising, for you or others anywhere on the Internet will not, by itself, be considered the business of advertising, "broadcasting" or publishing. 25. Electronic Chatrooms Or Bulletin Boards "Personal injury" or "advertising injury" arising out of an electronic chatroom or bulletin board the insured hosts, owns or over which the insured exercises control. 26. Unauthorized Use Of Another's Name Or Product to mislead another's potential customers. C. With respect to Coverage C: Newly Acquired, Controlled Or Formed Entities "Crisis management service expenses" arising out of a "crisis management event" that involves any organization you newly acquire or form and that occurred prior to the date you acquired or formed that organization, even if an "executive officer" only first becomes aware of an "event" or "occurrence" that leads to such "crisis management event" after the date you acquired or formed such organization. SECTION V — CONDITIONS A. APPEALS 1. If the insured or the insured's "underlying insurer" elects not to appeal a judgment which exceeds the "applicable underlying limit" or "self - insured retention", we may do so. 2. If we appeal such a judgment, we will pay all costs of the appeal. These payments will not reduce the applicable limits of insurance. In no event will our liability exceed the applicable limit of insurance. B. BANKRUPTCY 1. Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obligations under this insurance. 2. In the event of bankruptcy or insolvency of any "underlying insurer", this insurance will not replace such bankrupt or insolvent "underlying insurer's" policy, and this insurance will apply as if such "underlying insurer" had not become bankrupt or insolvent. C. CANCELLATION 1. The first Named Insured shown in the Declarations may cancel this insurance by mailing or delivering to us advance written notice of cancellation. 2. We may cancel this insurance by mailing or delivering to such first Named Insured written notice of cancellation at least: a. 10 days before the effective date of cancellation if we cancel for nonpayment of premium; or "Personal injury" or "advertising b. 60 days before the effective date injury" arising out of the unauthorized aof ny cancellation if we cancel for use of another's name or product in your e-mail address, domain name or metatag, or any other similar tactics Page 12 of 23 ® 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N o UMBRELLA 0 0 0 3. We will mail or deliver our notice to insurance, you must see to it that we such first Named Insured's last receive written notice of the claim or mailing address known to us. "suit" as soon as practicable. V 4. Notice of cancellation will state the 3. With respect to Coverage A, the effective date of cancellation. The insured must: policy period will end on that date. a Cooperate with us in the 5. If this insurance is cancelled, we will investigation, settlement or 0 send such first Named Insured any defense of any claim or "suit"; premium refund due. If we cancel, the b. Comply with the terms of the refund will be pro rata. If such first "underlying insurance"' • and Named Insured cancels, the refund may be less than pro rata. The C. Pursue all rights of contribution or cancellation will be effective even if indemnity against any person or we have not made or offered a organization who may be liable to o refund. the insured because of the injury, f 6. If notice is mailed, proof of mailing damage or loss for which will be sufficient proof of notice. insurance is provided under this policy or any policy of D. CHANGES "underlying insurance". N This policy contains all the agreements 4. With respect to Coverage B, the between you and us concerning the insured must: 00 m insurance afforded. No change can be a Immediately send us copies of v made in the terms this insurance except with our consent. The terms of any demands, notices, summonses this insurance can be amended or waived or legal papers received in v only by endorsement issued b and y us connection with the claim or o made a part of this policy. suit"; o E. CURRENCY b. Authorize us to obtain necessary records and other information; Payments for damages or expenses C. Cooperate with us in the described in Paragraph 5. of Paragraph D., DEFENSE AND SUPPLEMENTARY PAYMENTS, investigation, settlement or "suit"; of SECTION I — COVERAGES will be in the defense of any claim or currency of the United States of and America. At our sole option, we may d. Assist us, upon our request, in the make these payments in a different enforcement of any right against currency. Any necessary currency any person or organization which 1� conversion for such payments will be may be liable to the insured calculated based on the rate of exchange because of injury or damage to > published in the Wall Street Journal which Coverage B may apply. immediately preceeding the date the 5. No insured will, except at that payment is processed. insured's own expense, voluntarily F. DUTIES REGARDING AN EVENT, OCCURRENCE, make a payment, assume any a® CLAIM OR SUIT obligation, make any admission or 1. You must see to it that we are incur any expense, other than for first "bodily notified as soon as practicable of an aid for injury" covered by „ or which may this this insurance, without our consent. =event" result in a claim under this insurance. 6. Knowledge of an "event", ® a� To the extent possible, notice should "occurrence", claim or "suit" by your include: agent, servant or "employee" will not a. How, when and where the "event" constitute knowledge by you, unless = or "occurrence" took place; your insurance or risk manager, or anyone working in the capacity as b. The names and addresses of any your insurance or risk manager, or persons or organizations anyone you designate with the sustaining injury, damage or loss, responsibility of reporting an "event", and the names and addresses of "occurrence", claim or "suit": any witnesses; and a. Has received notice of such C. The nature and location of any "event", "occurrence", claim or injury or damage arising out of "suit" from such agent, servant or the "event" or "occurrence". "employee"; or 2. If a claim is made or "suit" is b. Otherwise has knowledge of such brought against any insured which "event", "occurrence", claim or may result in a claim under this "'suit". EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 13 of 23 UMBRELLA G. DUTIES REGARDING A CRISIS MANAGEMENT b. You have paid all premiums due EVENT for this policy at the time you You must: make such request; 1. Notify us within 30 days of a "crisis C. You promptly pay the additional management event" that may result in "crisis premium we charge for the Extended Reporting Period management service endorsement for this insurance expenses". when due. We will determine that 2. Provide written notice of the "crisis additional premium after we have management event" as soon as received your request for the practicable. To the extent possible, Extended Reporting Period notice should include: endorsement for this insurance. a. How, when and where that "crisis That additional premium is not subject to any limitation stated in management event" took place; the "underlying insurance" on the b. The names and addresses of any amount or percentage of persons or organizations additional premium that may be sustaining injury, damage or loss, charged for the "extended and the named and addresses of reporting period" in such any witnesses; "underlying insurance"; and c. The nature and location of any d. That Extended Reporting Period injury or damage arising out of endorsement is issued by us and that "crisis management event"; made a part of this policy. and 3. Any Extended Reporting Period d. The reason that "crisis endorsement for this insurance will management event" is likely to not reinstate or increase the Limits involve damages covered by this of Insurance or extend the policy insurance in excess of the period. "applicable underlying limit" or 4. Except with respect to any provisions "self -insured retention" and to the contrary contained in involve regions{ or national media Paragraphs 1., 2. or 3. above, all coverage. provisions of any option to purchase H. EXAMINATION Of YOUR BOOKS AND RECORDS an "extended reporting period" We may examine and audit your books granted to you in the "underlying insurance" apply to this insurance. and records as they relate to this insurance: J. INSPECTIONS AND SURVEYS 1. At any time during the policy period; 1. We have the right but are not 2. Up to three years after the end of obligated to: the policy period; and a Make inspections and surveys at 3. Within one year after final settlement any time; of all claims under this insurance. b. Give you reports on the I. EXTENDED REPORTING PERIOD OPTION conditions we find; and 1. When the "underlying insurance" C. Recommend changes. applies on a claims -made basis, any 2. Any inspections, surveys, reports or automatic or basic "extended recommendations relate only to reporting period" in such "underlying insurability and the premiums to be insurance" will apply to this charged. We do not make safety insurance. inspections. We do not undertake to 2. When the "underlying insurance" perform the duty of any person or organization to provide for the health applies on a claims -made basis and or safety of workers or the public. you elect to purchase an optional or We do not warrant that conditions: supplemental "extended reporting period" in such "underlying a. Are safe or healthful; or insurance," that "extended reporting b. Comply with laws, regulations, period" will apply to this insurance codes or standards. only if: a. A written request to purchase an K. LEGAL ACTION AGAINST US Extended Reporting Period 1. No person or organization has a right endorsement for this insurance is under this insurance: made by you and received by us within 90 days after the end of a. To join us as a party or otherwise the policy period; bring us into a "suit" asking for damages from an insured; or Page 14 of 23 0 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N o UMBRELLA 0 0 $ b. To sue us on this insurance unless M. OTHER INSURANCE all of its terms have been fully complied with. This insurance is excess over any valid and collectible "other insurance" whether 2. A person or organization may sue us such "other insurance" is stated to be to recover on an agreed settlement primary, contributing, excess, contingent or on a final judgment against an or otherwise. This provision does not insured. We will not be liable for apply to a policy bought specifically to gdamages that: apply as excess of this insurance. a Are not payable under the terms However, if you specifically agree in a of this insurance; or written contract or agreement that the b. Are in excess of the applicable insurance provided to any person or organization that qualifies as an insured limit of insurance. under this insurance must apply on a An agreed settlement means a primary basis, or a primary and non- Ln 0 settlement and release of liability contributory basis, then insurance signed by us, the insured and the provided under Coverage A is subject to claimant or the claimant's legal the following provisions: * representative. 1. This insurance will apply before any °; L. MAINTENANCE OF UNDERLYING INSURANCE "other insurance" that is available to 1. The insurance afforded by each "underlying such additional insured which covers that person or organization as a m policy of insurance" will named insured, and we will not share be maintained for the full policy with that "other insurance", provided period of this Excess Follow -Form that the injury or damage for which i And Umbrella Liability Insurance. This coverage is sought is caused by an a provision does not apply to the "event" that takes place or is o reduction or exhaustion of the committed subsequent to the signing 0 aggregate limit or limits of such "underlying of that contract or agreement by you. insurance" solely by m payments as permitted in Paragraphs 2. This insurance is still excess over * 4.&M, (2) and (3) of COVERAGE A — any valid and collectible "other EXCESS FOLLOW —FORM LIABILITY of insurance", whether primary, excess, SECTION I — COVERAGES. As such contingent or otherwise, which covers policies expire, you will renew them that person or organization as an at limits and with coverage at least additional insured or as any other equal to the expiring limits of insured that does not qualify as a insurance. If you fail to comply with named insured. the above requirements, Coverage A N. PREMIUM is not invalidated. However, in the event of a loss, we will pay only to 1. The first Named Insured shown in the I• the extent that we would have paid Declarations is responsible for the i� had you complied with the above payment of all premiums and will be requirements. the payee for any return premiums. 2. The first Named Insured shown in the 2. If the premium is a flat charge, it is Declarations must give us written not subject to adjustment except as notice of any change in the provided in Paragraph 4. below. "underlying insurance" as respects: 3. If the premium is other than a flat a. Coverage; charge, it is an advance premium b. Limits of insurance; only. The earned premium will be computed at the end of the policy c. Termination of any coverage; or period, or at the end of each year of the policy period if the policy period d. Exhaustion of aggregate limits. is two years or longer, at the rate ® 3. If you are unable to recover from shown in the Declarations, subject to any "underlying insurer" because the Minimum Premium. you fail to comply with any term 4. Additional premium may become or condition of the "underlying payable when coverage is provided insurance", Coverage A is not for additional insureds under the invalidated. However, we will pay for provisions of SECTION II — WHO IS AN any loss only to the extent that we INSURED. would have paid had you complied with that term or condition in that 0. PREMIUM AUDIT "underlying insurance". The premium for this policy is the amount stated in Item 5. of the Declarations. The premium is a flat EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 15 of 23 UMBRELLA charge unless it is specified in the 2. Separately to each insured against Declarations as adjustable. whom claim is made or "suit" is P. PROHIBITED COVERAGE - UNLICENSED brought. INSURANCE T. WAIVER OR TRANSFER OF RIGHTS OF 1. With respect to loss sustained by any RECOVERY AGAINST OTHERS TO US insured in a country or jurisdiction in 1. If the insured has rights to recover which we are not licensed to provide all or part of any payment we have this insurance, this insurance does made under this insurance, those not apply to the extent that insuring rights are transferred to us and the such loss would violate the laws or insured must do nothing after loss to regulations of such country or impair them. At our request, the jurisdiction. insured will bring suit or transfer 2. We do not assume responsibility for: those rights to us and help us, and with respect to Coverage A, the e The payment of any fine, fee, "underlying insurer", enforce them. penalty or other charge that may If the insured has agreed in be imposed on any person or organization in any country or a contract or agreement to waive jurisdiction because we are not that insured's right of recovery against any person or organization, licensed provide insurance in such country or jurisdiction; or we waive our right of recovery against that person or organization, b. The furnishing of certificates or but only for payments we make other evidence of insurance in any because of an "event" that takes country or jurisdiction in which we place or is committed subsequent to are not licensed to provide the execution of that contract or insurance. agreement by such insured. Q. PROHIBITED COVERAGE - TRADE OR 2. Reimbursement of any amount ECONOMIC SANCTIONS recovered will be made in the We will provide coverage for any loss, following order: or otherwise will provide any benefit, a First, to any person or only to the extent that providing such organization (including us or the coverage or benefit does not expose us insured) who has paid any amount or any of our affiliated or parent in excess of the applicable limit companies to: of insurance; 1. Any trade or economic sanction under b. Next, to us; and any law or regulation of the United C. Then, to any person or States of America; or organization (including the insured 2. Any other applicable trade or and with respect to Coverage A, economic sanction, prohibition or the "underlying insurer") that is restriction. entitled to claim the remainder, if R. REPRESENTATIONS any. By accepting this insurance, you agree: 3. Expenses incurred in the process of recovery will be divided among all 1. The statements in the Declarations persons or organizations receiving and any subsequent notice relating to amounts recovered according to the "underlying insurance" are accurate ratio of their respective recoveries. and complete; U. TRANSFER OF YOUR RIGHTS AND DUTIES 2. Those statements are based upon UNDER THIS INSURANCE representations you made to us; and 1. Your rights and duties under this 3. We have issued this insurance in insurance may not be transferred reliance upon your representations. without our written consent except in S. SEPARATION OF INSUREDS the case of death of an individual Named Insured. Except with respect to the Limits of Insurance, and any rights or duties 2 If you die, your rights and duties will specifically assigned in this policy to be transferred to your legal the first Named Insured shown in the representative but only while acting Declarations, this insurance applies: within the scope of duties as your legal representative. Until your legal 1. As if each Named Insured were the representative is appointed, anyone only Named Insured; and having proper temporary custody of your property will have your rights and duties but only with respect to that property. Page 16 of 23 0 2016 The Travelers Indemnity Company. All rights reserved. ELI 00 01 07 16 N o UMBRELLA 0 V. UNINTENTIONAL OMISSION OR ERROR 3. "Electronic data" means information, The unintentional omission of, or facts or programs stored as or on, U unintentional error in, any information created or used on, or transmitted to or from computer software (including provided by you which we relied upon in systems and applications software), issuing this policy will not prejudice hard or floppy disks, CD-ROMs, your rights under this insurance. However, this provision does not affect tapes, drives, cells, data processing 0 our right to collect additional premium devices or any other media which are 0 or to exercise our rights of cancellation used with electronically controlled y or nonrenewal in accordance with equipment. applicable insurance laws or regulations. 4. "Event" means an "occurrence", W. WHEN LOSS IS PAYABLE offense, accident, act, error, omission, wrongful act or loss. If we are liable under this insurance, we o will pay for injury, damage or loss after: 5. "Extended reporting period" means any period of time, starting with the 1. The insured's liability is established end of the policy period of your by: claims -made insurance, during which a. A court decision; or claims or "suits" may be first made, brought or reported for that Ln b. A written agreement between the insurance. M claimant, the insured, any underlying insurer" and us; and 6. "Medical expenses"' means expenses m to which any Medical Payments v 2. The amount of the "applicable section of any policy of Commercial underlying limit" or "self -insured General Liability "underlying retention" is paid by or on behalf of insurance" applies. � N the insured. 7. "Other insurance" means insurance, or ° SECTION VI - DEFINITIONS the funding of losses, that is A. With respect to all coverages of this provided by, through or on behalf of: insurance: a Another insurance company; 1. "Applicable underlying limit" means b. Us or any of our affiliated the sum of: insurance companies; a. The applicable limit of insurance C. Any risk retention group; stated for the policies of "underlying insurance" in the d. Any self-insurance method or i Schedule Of Underlying Insurance program, in which case the insured E subject to the provisions in will be deemed to be the provider Paragraphs 4.a(1), (2) and (3) of of such insurance; or COVERAGE A - EXCESS FOLLOW_ e. Any similar risk transfer or risk FORM LIABILITY of SECTION I management method. E COVERAGES; and "Other insurance" does not include: b. The applicable limit of insurance a Any "underlying insurance"; or of any "other insurance" that applies. b. Any policy of insurance f The limits of insurance in any policy specifically purchased to be excess of the limits of insurance of "underlying insurance" will apply of this policy shown in the even if: Declarations. a The "underlying insurer" claims B. "Products -completed operations the insured failed to comply with hazard": any term or condition of the "bodily S policy; or a. Includes all injury" and b. The "underlying insurer" becomes property damage" occurring away from bankrupt or insolvent. Sir= premises you own or rent and arising out of "your product" 2. "Auto hazard" means all "bodily or "your work" except: injury" and "property damage" to (1) Products that are still in your w which liability insurance afforded Physical possession; or under an auto policy of "underlying insurance" would apply but for the (2) Work that has not yet been exhaustion of its applicable limits of completed or abandoned. insurance. However, "your work" will be deemed completed at the earliest of the following times: EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 17 of 23 UMBRELLA (a) When all the work called for in your contract has been completed; (b) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (c) When that part of the work done at a job site has been put to its intended use by any person or organization other than another con- tractor or subcontractor working on the same project. Work that may need service, maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as completed. b. Does not include "bodily injury" or "property damage" arising out of: (1) The transportation of property, unless the injury or damage arises out of a condition in or on a vehicle not owned or operated by you, and that condition was created by the "loading or unloading" of that vehicle by any insured; (2) The existence of tools, uninstalled equipment or abandoned or unused materials; or (3) Products or operations for which the classification listed in a policy of Commercial General Liability "underlying insurance" states that products - completed operations are subject to the General Aggregate Limit. 9. "Suit" means a civil proceeding which alleges damages. "Suit" includes: a An arbitration proceeding in which damages are claimed and to which the insured must submit or does submit with our consent; or Ill. Any other alternative dispute resolution proceeding to which the insured submits with our consent. Liability Insurance. c. Does not include any part of the policy period of any of the policies described in Paragraphs a. or b. above that began before, or that continues after, the policy period of this Excess Follow -Form And Umbrella Liability Insurance. 11. "Underlying insurer" means any insurer which provides a policy of insurance listed in the Schedule Of Underlying Insurance. B. With respect to Coverage B and, to the extent that the following terms are not defined in the "underlying insurance", to Coverage A: 1. "Advertisement" means a notice that is broadcast or published to the general public or specific market segments about your goods, products or services for the purpose of attracting customers or supporters. For the purposes of this definition: a. Notices that are published include material placed on the Internet or on similar electronic means of communication; and b. Regarding web sites, only that part of a web site that is about your goods, products or services for the purposes of attracting customers or supporters is considered an advertisement. 2. "Advertising injury": a Means injury, other than "personal injury", caused by one or more of the following offenses: (1) Oral or written publication, including publication by electronic means, of material in your "advertisement" that slanders or libels a person or organization or disparages a person's or organization's goods, products or services, provided that the claim is made or the "suit" is brought by a person or organization that claims to have been slandered or libeled, or that claims to have had its goods, products or services disparaged; 10. "Underlying insurance": (2) Oral or written publication, including publication by a. Means the policy or policies of electronic means, of material insurance listed in the Schedule in your "advertisement" that: Of Underlying Insurance. b. Includes an renewal or replace- la) Appropriates a person's Y P name, voice, photograph or ment of such policies if such likeness; or renewal or replacement is during the policy period of this Excess (b) Unreasonably places a Follow -Form And Umbrella person in a false light; or Page 18 of 23 0 2016 The Travelers Indemnity Company. All rights reserved, EU 00 01 07 16 N Lo • 0 0 0 0 (3) Infringement of copyright, • "title" or "slogan" in your "advertisement", provided that the claim is made or the "suit" is brought by a person or organization that claims owner- ship of such copyright, "title" or "slogan". $ h. Includes "bodily injury" caused by one or more of the offenses o described in Paragraph a. above. 0 0 3. "Auto" means: a A land motor vehicle, trailer or o semitrailer designed for travel on public roads, including any attached machinery or equipment; t or m h. Any other land vehicle that is m subject to a compulsory or financial responsibility law or co other motor vehicle insurance law N where it is licensed or principally garaged. However, "auto" does not include N "mobile equipment". 0 4. "Bodily injury" means: a Physical harm, including sickness or disease, sustained by a person; or b. Mental anguish, injury or illness, or emotional distress, resulting at any time from such physical harm, sickness or disease. 5. "Broadcasting" means transmitting any audio or visual material for any purpose: I• a By radio or television; or h. In, by or with any other electronic means of communication, such as the Internet, if that material is part of: (1) Radio or television programming being transmitted; (2) Other entertainment, educat- ional, instructional, music or news programming being trans- mitted; or i• (3) Advertising transmitted with any such programming. "Consumer financial identity information" means any of the following information for a person that is used or collected for the purpose of serving as a factor in establishing such person's eligibility for personal credit, insurance or employment or for the purpose of conducting a business transaction: a. Part or all of the account number, the expiration date or the balance UMBRELLA of any credit, debit, bank or other financial account; h. Information bearing on a person's credit worthiness, credit standing or credit capacity; c. Social security number; d. Driver's license number; or e. Birth date. 7. "Consumer financial protection law" means: a The Fair Credit Reporting Act (FCRA) and any of its amendments, including the Fair and Accurate Credit Transactions Act (FACTA); b. California's Song -Beverly Credit Card Act and any of its amendments; or c. Any other law or regulation that restricts or prohibits the collection, dissemination, trans- mission, distribution or use of consumer financial identity information". S. "Employee" includes a "leased worker". "Employee" does not include a "temporary worker". 9. "Good Samaritan services" means any emergency medical services for which no compensation is demanded or received. 10. "Impaired property" means tangible property, other than "your product" or "your work", that cannot be used or is less useful because: a It incorporates "your product" or "your work" that is known or thought to be defective, deficient, inadequate or dangerous; or h. You have failed to fulfill the terms of a contract or agreement; if such property can be restored to use by the repair, replacement, adjustment or removal of "your product" or "your work" or your fulfilling the terms of the contract or agreement. 11. "Leased worker" means a person leased to you by a labor leasing firm under an agreement between you and the labor leasing firm, to perform duties related to the conduct of your business. "Leased worker" does not include a "temporary worker". 12. "Loading or unloading" means the handling of property: a After it is moved from the place where it is accepted for movement into or onto an aircraft, EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 19 of 23 UMBRELLA watercraft or "auto"; (1) Equipment designed primarily b. While it is in or on an aircraft, for: watercraft or "auto"; or (a) Snow removal; C. While it is being moved from an (b) Road maintenance, but not aircraft, watercraft or "auto" to construction or resurfacing; the place where it is finally or delivered; (C) Street cleaning; but "loading or unloading" does not (2) Cherry pickers and similar include the movement of property by means of a mechanical device, other devices mounted on automobile than a hand truck, that is not or truck chassis and used to attached to the aircraft, watercraft or raise or lower workers; and "auto". (3) Air compressors, pumps and 13. "Mobile equipment" means any of the generators, including spraying, following types of land vehicles, welding, building cleaning, including any attached machinery or geophysical exploration, lighting equipment: and well servicing equipment. a Bulldozers, farm machinery, However, "mobile equipment" does forklifts and other vehicles not include any land vehicle that is designed for use principally off subject to a compulsory or financial public roads. responsibility law, or other motor vehicle insurance law, where it is b. Vehicles maintained for use solely licensed or principally garaged. Such on or next to premises you own land vehicles are considered "autos". or rent. 14. "Occurrence" means: C. Vehicles that travel on crawler treads. a With respect to "bodily injury" or "property damage": iL Vehicles, whether self-propelled or (1) An accident, including contin- not, maintained primarily to provide mobility to permanently uous or repeated exposure to mounted: substantially the same general harmful conditions, which (1) Power cranes, shovels, loaders, results in "bodily injury" or diggers or drills; or "property damage". All "bodily (2) Road construction or injury" or "property damage" resurfacing equipment such as caused by such exposure to substantially the same general graders, scrapers or rollers. harmful conditions will be e. Vehicles not described in Paragraph deemed to be caused by one a, b., C. or d above that are not "occurrence"; or self-propelled and are maintained l2) act or omission committed primarily to provide mobility to in providing or failing to permanently attached equipment of provide first aid or Good the following types: Samaritan services" to a (1) Air compressors, pumps and person by any of your generators, including spraying, "employees" or "volunteer welding, building cleaning, workers" other than an geophysical exploration, lighting employed or volunteer doctor, and well servicing equipment; unless you are in the business or or occupation of providing (2) Cherry pickers and similar professional health care devices used to raise or lower services; workers. b. With respect to "personal injury", f. Vehicles not described in Paragraph an offense arising out of your business that results in "personal a, b., c or d above maintained injury". All "personal injury" for purposes other than primarily P P caused by the same or related the transportation of persons or injurious material, act or offense cargo. will be deemed to be caused by However, self-propelled vehicles one "occurrence", regardless of with the following types of the frequency or repetition permanently attached equipment thereof, the number and kind of are not "mobile equipment" but media used or the number of will be considered "autos": persons or organizations making claims or bringing "suits"; and Page 20 of 23 0 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 16 N U) 0 0 0 0 0 U U 0 g N 117 0 to m co N N 0 0 v C. With respect to "advertising injury", an offense committed in the course of advertising your goods, products and services that results in "advertising injury". All "advertising injury" caused by the same or related injurious material, act or offense will be deemed to be caused by one "occurrence", regardless of the frequency or repetition thereof, the number and kind of media used or the number of persons or organizations making claims or bringing "suits". 15. "Officer" means a person holding any of the officer positions created by your charter, constitution, bylaws or any other similar governing document. 16. "Personal injury": a. Means injury, other than "advertising injury", caused by one or more of the following offenses: (1) False arrest, detention or imprisonment; (2) Malicious prosecution; (3) The wrongful eviction from, wrongful entry into, or invasion of the right of private occupancy of a room, dwelling or premises that a person occupies, provided that the wrongful eviction, wrongful entry or invasion of the right of private occupancy is committed by or on behalf of the owner, landlord or lessor of that room, dwelling or premises; (4) Oral or written publication, including publication by electronic means, of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services, provided that the claim is made or the "suit" is brought by a person or organization that claims to have been slandered or libeled, or that claims to have had its goods, products or services disparaged; or (5) Oral or written publication, including publication by electronic means, of material that: (a) Appropriates a person's name, voice, photograph or likeness; or (b) Unreasonably places a person in a false light. UMBRELLA b. Includes "bodily injury" caused by one or more of the offenses described in Paragraph a. above. 17. "Pollutants" mean any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. 18. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use will be deemed to occur at the time of the physical injury that caused it; or b. Loss of use of tangible property that is not physically injured. All such loss of use will be deemed to occur at the time of the "occurrence" that caused it. For the purposes of this insurance, "electronic data" is not tangible property. 19. "Self -insured retention" is the greater of: a. The amount shown in the Declarations which the insured must first pay under Coverage B for damages because of all "bodily injury", "property damage", "personal injury" or "advertising injury" arising out of any one "occurrence"; or b. The applicable limit of insurance of any "other insurance" that applies. 20. "Slogan": a. Means a phrase that others use for the purpose of attracting attention in their advertising. b. Does not include a phrase used as, or in, the name of: (1) Any person or organization other than you; or (2) Any business, or any of the premises, goods, products, services or work, of any person or organization other than you. 21. "Temporary worker" means a person who is furnished to you to substitute for a permanent "employee" on leave or to meet seasonal or short-term workload conditions. 22. "Title" means the name of a literary or artistic work. EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 21 of 23 UMBRELLA 23. "Unsolicited communication" means C. any communication, in any form, that the recipient of such communication did not specifically request to receive. 24. "Volunteer worker" means a person who is not your "employee", and who donates his or her work and acts at the direction of and within the scope of duties determined by you, and is not paid a fee, salary or other compensation by you or anyone else for their work performed by you. 25. "Your product": a. Means: 11) Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: (a) You; (b) Others trading under your name; or (d A person or organization whose business or assets you have acquired; and (2) Containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, dura- bility, performance or use of "your product"; and (2) The providing of or failure to provide warnings or instructions. c. Does not include vending machines or other property rented to or located for the use of others but not sold. 26. "Your work": a. Means: (1) Work or operations performed by you or on your behalf; and (2) Materials, parts or equipment furnished in connection with such work or operations. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of "your work"; and (2) The providing of or failure to provide warnings or instructions. With respect to Coverage C: 1. "Crisis management advisor" means any public relations firm or crisis management firm approved by us that is hired by you to perform "crisis management services" in connection with a "crisis management event". 2. "Crisis management event" means an "event" or "occurrence" that your "executive officer" reasonably determines has resulted, or may result, in: a. Damages covered by this Coverage A or Coverage B that are in excess of the total applicable limits of the "under- lying insurance" or "self -insured retention"; and b. Significant adverse regional or national media coverage. 3. "Crisis management service expenses" means amounts incurred by you, after a "crisis management event" first commences and before such event ends: a. For the reasonable and necessary: (1) Fees and expenses of a "crisis management advisor" in the performance for you of "crisis management services" solely for a "crisis management event"; and (2) Costs for printing, advertising, mailing of materials or travel by your directors, officers, employees or agents or a "crisis management advisor" solely for a "crisis manage- ment event"; and b. For the following expenses resulting from such "crisis management event", provided that such expenses have been approved by us: (1) Medical expenses; (2) Funeral expenses; (3) Psychological counseling; (4) Travel expenses; (5) Temporary living expenses; (6) Expenses to secure the scene of a "crisis management event"; or (7) Any other expenses pre - approved by us. Page 22 of 23 0 2016 The Travelers Indemnity Company. All rights reserved. EU 00 01 07 18 N Ln 0 0 0 0 4. "Crisis management services" means those services performed by a "crisis U management advisor" in advising you or minimizing potential harm to you from a "crisis management event" by maintaining or restoring public confidence in you. g5. "Executive officer" means your: a Chief Executive Officer; ~ b. Chief Operating Officer; c. Chief Financial Officer; 0 z co N a i v N O O U M UMBRELLA d. President; e. General Counsel; f. General partner (if you are a partnership); or g. Sole proprietor (if you are a sole proprietorship); or any person acting in the same capacity as any individual listed above. EU 00 01 07 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 23 of 23 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 I SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with standard 7 ACORD Certificate oflnsurance form.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8=1 ���^^����� ��THE CONDITIONS CONSTRUCTION CONTRACT TABLE OF CONTENTS Article l-Defidtions and Terminology --.-'--.--'-'_._-._-_-----_._----'''----'-1 1.01 Defined Terms ............................................................................................................................... l l.%l Terminology _--..'_--''.--.--~--.-'----'.---_'-.--~-'--'''--''--'---_..-6 Article2- Preliminary Matters ......................................................................................................................... 7 2.01 Copies nfDocuments .................................................................................................................... 7 2L02 nfK�oo�aotT��'I�o���to�zou��d 7 _-----_'__--'- , ..--_-----'-'-.-----.-_--- 2-O3 Starting the Work .......................................................................................................................... 0 2L04 Before Starting Construction -.-...''.''--''.'.'-'--.-..-'-'--'-''''-''-'.'---'--'--..----0 2.05 Preconstruction Conference .......................................................................................................... 0 2-06 Public Meeting _----''--'.---.-.'----'-.-''-'.---'--'.-'_--''-''''-..''.---'_0 Article 3-Contract Documents: Intent, Amending, Reuse ............................................................................ 0 3J01Intent .............................................................................................................................................. 8 3.02 Reference Standards ...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents ................................................................. l0 3.05 Reuse ofDocuments ................................................................................................................... l0 Article 4- nf�uo�m'8nhoo�t�ocam� �mod��ou' l�uo�rdnnn l '------' ^ --v---- " --------'-- Cooditi000; Reference Points ........................................................................................................... D 4L01 Availability of Lands ------.-'--'.-_-''.'--''-'..-'-'-''.--'-.'''---_'---'---.D 4L03 Subsurface and Physical Conditions '.-------''-''----------------.'--.-.-l2 4.03 Differing Subsurface ocPhysical Conditions ............................................................................. l2 4.04 Underground Facilities ............................................................................................................... l3 4.05 Reference Points ......................................................................................................................... l4 Article 5 -Bmnda and Insurance _-._.--.—...--'-''_.--.--.-'_'-'-.-'--.-----'.'--'-'_-l6 5.01 Licensed Sureties and Insurers ................................................................................................... l6 5.02 Performance, Payment, and Maintenance Bonds ....................................................................... l6 5'03 Certificates ofInsurance ............................................................................................................. l6 5'04 Contractor's Insurance ................................................................................................................ 18 5.05 Acceptance nfBonds and Insurance; Option to Replace ...........................................................l9 Article 6-Contractor's Responsibilities ---_-~'-_.-----.---_.-.---_....------'-_'.'l9 6.01 Supervision and Superintendence -.-_-'''----'--'—'-'--.'''--''.----'-'--'.--_l9 CITY onFORT WORTH STANDARD CONSTRUCTION SPECIFICATION cx)cuwowTo 6.02 Labor; Hours ................................................................................................................ 20 603 Services, Materials, and Equipment ----,----_—_-------.--'--_.20 604 Project Schedule .......................................................................................................................... 21 6.05 3uhatJub:a and =(l "`....................................................................................................... 21 6.06 Concerning and Others .................................................................... 24 607 Wuoc Rates .................................................................................................................................. Z5 608 Patent Fees and Royalties --.--_.--.--.--.--.---__—_—_—_—_-26 6.09 Permits and Utilities .................................................................................................................... Z7 6]0 Laws and Regulations —.—.—,—'--'—'--'-----.—.--'--_—'--'—_—'-27 6.11 Taxes ........................................................................................................................................... 28 612 Use ofSite and Other Areas ....................................................................................................... 28 613 Record Documents ...................................................................................................................... 29 614 Safety and Protection .................................................................................................................. 29 6.15 Safety Representative .................................................................................................................. 30 6.16 Hazard Communication Programs ............................................................................................. 30 617 Emergencies and/or Rectification ............................................................................................... 30 6.18 Submittals .................................................................................................................................... 3l 610 Continuing the Work -----_—_—_---_—_—_---'----'—_—_32 620 Contractor's General Warranty and Guarantee .......................................................................... 32 6.31 Indemnification --.—_—_---'--'----'--_—_—_—_—'--_—'-33 622 Delegation ofProfessional Design Services .............................................................................. S4 6.23 Right toAudit .............................................................................................................................. 34 6.34 Nondiscrimination....................................................................................................................... 35 Article7—Other Work utthe Site ................................................................................................................... 35 701 Related Work utShe ................................................................................................................... 35 Article 8—Citv`m Responsibilities --.-----'_—'--_—'--'---.---,---,--'----30 8.01 Communications toContractor ................................................................................................... 36 8.02 Furnish Data ................................................................................................................................ 36 8.03 Pay When Due ............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests ................................................................................... 36 8.05 Change Orders ............................................................................................................................. 36 8.06 Inspections, Tests, and Approvals --.—_—_----'-----_—'--_—'—_.36 8.07 Limitations onCitv`oResponsibilities ....................................................................................... 37 8.08 Undisclosed Hazardous EnvironmentalConddion ------------------.---.37 8.09 Compliance with Safety Program —..,.''-.''''.''.-.'-.—'--''.''---'--'—''--..'--.37 Article 9—Citv`nObservation Status During Construction ........................................................................... 37 9.01 Chy,oProeot Manager —..----_—_---.-------'----'--'--_—'37 9.02 Visits toSite ................................................................................................................................ 37 9'08 Authorized Variations iuWork .................................................................................................. 38 9.04 Rejecting Defective Work .......................................................................................................... 38 9.05 Determinations for Work Performed .......................................................................................... 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY onFORT WORTH STANDARD CONSTRUCTION mPEc/,/cAooN oocmwsNry Article l0- Changes buthe Work; Claims; Extra Work ................................................................................ 30 10.01 Authorized Changesiuthe Work ............................................................................................... 38 10])2 Unauthorized Changesiu the Work ........................................................................................... 39 10.03 Execution of Change Orders ....................................................................................................... 39 10.04 Extra Work .................................................................................................................................. 39 10.05 Notification tnSurety .................................................................................................................. 39 AuticleD-Cootoftbe Work; Allowances; Unit Price Work; Plans ......................4l 11.01 Cost ofthe Work ......................................................................................................................... 4l 11'02 Allowances .................................................................................................................................. 43 11.09 Unit Price Work .......................................................................................................................... 44 11.04 Plans Quantity Measurement .-_--''-'--'---'---'-'---.--'-.--'---'.'--'-'---''--'-45 Article l2- nf�no�sn �r��' of 7�� ---'�_ ' ^_'_-�_ - --.-.---.~'-----..--'---'-'-'_'- 46 l2-0l Change ofCootrastPrice............................................................................................................ 46 12-02 Change ofContract Tine ............................................................................................................ 47 12.03 Delays .......................................................................................................................................... 47 Article l3-Tests and ; Correction, Removal orAcceptance ufDefective Work ...................... 48 13.01 Notice nfDefects ........................................................................................................................ 48 13.02 Access tnWork ........................................................................................................................... 40 13.03 Tests and Inspections ---._--_'-'-'-'.-'-''-''--''._--.----'-.-..-.-'--.'--'-'--.'40 13.04 Uncovering Work '....................................................................................................................... 49 13.05 City May Stop the Work ............................................................................................................. 49 13.06 Correction orRemoval ofDefective Work ................................................................................ 50 13.07 Correction Period ........................................................................................................................ 50 13.00 Acceptance ofDefective Work ................................................................................................... 5l 13'09 City May Correct Defective Work ............................................................................................. 5l Article l4-Payments 10Contractor and Completion -.---_----'_'-_''--'-.---.'-_'.-'-_.--..52 )4J)1 Schedule of Values ...................................................................................................................... 52 14`02 Progress Payments ...................................................................................................................... 52 14`03 Contractor's Warranty of Title .-_--'--'-'--.-.-_---._-_---'--'-'.-.-'---.---'-_..54 14`04 Partial Utilization _.----.-'-''-'-..'_'-.'_-_'----'-'---'----'--_-----'''--.55 14`05 Final Inspection --.--'_-.''----.--'-'''~.---'--'-''-..--_-..'-.--'-''-'''_''55 14J06 Final Acceptance -''----.,---.-'-.'-'.-'-.--''--''--'--.''_--..'--'--.'--'.'.''55 14`07 Final -_-.--''_.--''-'-.---''-'.'---'--'''--'-.-.-.---..~-'--_-'-'--''-'56 14`00 Fbad Completion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver nfClaims -..----''-'--'.'-.--'-'--.-.--'_---.--.''---''.'--..--_--'-'-'57 Article 15 - Suspension of Work and Termination .----'--'-_'-._--'-_'-'-'..--.-'--.'--.-_..57 15.01 City May Suspend Work ............................................................................................................. 57 15.02 City MuvTernoiioate for Cause ................................................................................................... 58 Article l6-Dispute Resolution -.-----'-_..-----.'''_-----_-_---.---'----.-'-'-_-'6l CITY 0nFORT WORTH STANDARD CONSTRUCTION oPErIFo^zmw ooCnMsmTo Articlel?-Miscellaneous .............................................................................................................................. h2 l?])l Giving Notice .............................................................................................................................. 62 17[02 Computation nfTbzen ----.---'--'-----'_----'----'--'---_'-'-'--'.---62 l7.04Survival nf -_--'_--_--_--.—..----'-_._-.--_---'-_.—._..O3 17'05 Headings .------''--'''--'-.''-----.--''-'---''.'--.---.''-'.'.--.'''--'-.-63 CITY opFORT WORTH STANDARD CONSTRUCTION SPECIFICATION omzmmEvru 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award— Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day— A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day —A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 923/ I 007200-1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim --A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (H) complete the Work so that it is ready for Final Acceptance. 22. Contractor —The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &232021 007200-1 GENERAL CONDIT IONS Page 3 of 63 24. Danuxge Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day— A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parr and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the P lanning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be pert-ormed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order —A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &2'i I 007200-1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item— An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fbdng the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude OR or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, OR sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-I GENERAL CONDITION S Page 5 of 63 50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours —Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: S2"I/202I 007200-1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823202I 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. ANotice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 9=1 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance ofSchedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to." and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'iQ021 007200-1 GENERAL CONDITION S Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Projector any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8✓2.'i/2021 007200-i GENERAL CONDITION S Page I I of 63 B. The prohibitions of this Paragraph 3.05 will survive fmal payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. Ifthere is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: R23202I 007200-1 GENERAL CONDITION S Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized.- Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &2?/102I 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.• The information and data shown or indicated in the Contract Documents with respectto existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and Cl. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated.• 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823M21 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work- Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created byContractoror by anyon efor whom Contractor isresponsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8=1 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Suretiesandlnsurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/23./L02I 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such fines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required Imes of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required 'insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82"i/m21 007200-1 GENERAL CONDITION S Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82?/ I 007200-i GENERAL CONDITION S Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal 'injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days afterreceipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82vXJ2I 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: R2MI 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute hems. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82v1021 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general de s ign; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 007200-1 GENERAL CONDITION S Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by themfrom and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CFFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:82MI 007200-I GENERAL CONDITION S Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision K-MI 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82'i I 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreementbefore the 15th day afterthe date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (n) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resultingfrom CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtainedpermits and licenses. Citywill obtain and pay for all permits and licenses as provide d for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: I. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Taxpermits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. httvV/www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and OtherAreas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82T/202] 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision &23/2D2] 00 72 00 -1 GENERAL CONDITION S Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who maybe affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &/2MI 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may beissued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8Q-MI 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuingthe Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823202I 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.O2.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of; or alleged to arise out of; the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTFNDF.D TO OPERATE. AND BE EFFECTIVE EVE IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME. OF THE. DAMAGES BEING SOUGHT WERE. CAIISFI)- IN WHOLE, OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE. CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage ordestruction of property of the City, arising out of, or alleged to arise out of; the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 34 of 63 ./ : 1 ► ./. 1 ANY OMISSION 1► 1 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carryout Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuantto this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 843/202] 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal fmancial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended.- Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access tothe Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 92I I 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8Q3/Z02I 00 72 00 -1 GENERAL CONDIT IONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 C ity 's Proj e c t Man age r City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsbility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: KifL02I 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: R2MI 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual 'installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82?✓ I 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823202I 007200-I GENERAL CONDITION S Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0l.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 92MI 007200-1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connectioh with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8?3J2021 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph I1.01.A.1 or specifically covered by Paragraph I1.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: SQMI 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823,/202I 007200-1 GENERAL CONDITIONS Page 4S of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not representthe exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correctan error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the Imal quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:8=1 007200-1 GENERAL CONDITION S Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable faced fee; or 2. if a fined fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0I.A.4 and 11.0I.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 92MI 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs I1.0l.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Tune may be extended in an amount equal to the tune lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1 City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 007200-1 GENERAL CONDIT IONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to acceptdefective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 00 72 00 -1 GENERAL CONDITION S Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction orRemoval of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescrbed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8/L3/202I 007200-1 GENERAL CONDITION S Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of Imitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823=1 007200-1 GENERAL CONDITION S Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respectto the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/ I 007200-1 GENERAL CONDIT IONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/ZQ2I 007200-1 GENERAL CONDITION S Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment.• 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23✓ ] 007200-1 GENERALCONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 FinalAcceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8,232021 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Applicationfor Payment: Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 007200-1 GENERAL CONDIT IONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/L02I 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence ofany one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823=1 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is flrlished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: S2MI 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision K3/2021 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82MI 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referredto in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: &23/2021 007200-1 GENERAL CONDITION S Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/Z02I SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of February 2, 2023: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 1-PE North Main Properties, LP July 1, 2023 1-TE North Main Properties, LP July 1, 2023 2-TE Tarrant Regional Control District To Be Obtained by Contractor The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH TRV — Section I : Part 10 —Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 9, 2020 City Project No. 00969 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 5 SC-4.01A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of February 2, 2023: EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Engineering Report No. 15-0013, dated June 18, 2015, prepared by Gorrondona and Associates, Inc. a sub -consultant of Kimley-Horn and Associates, Inc., a consultant of the City, providing additional information on soil conditions. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: Soil and Groundwater Sampling Report by W&M Environmental Group, LLC SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents, and employees. (1) City (2) Consultant: Kimley-Horn and Associates, Inc. (3) Other: Fort Worth & Western Railroad, Tarrant Regional Water District SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit CITY OF FORT WORTH TRV — Section I Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO 07 05 Revised March 9, 2020 City Project No. 00969 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 5 SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by Fort Worth and Western Railroad (FWWR). The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: $4,000.000.00 (2) Each Occurrence: $..000.000.00 X Required for this Contract _ Not required for this Contract CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 9, 2020 City Project No. 00969 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 5 With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04.,"Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates A copy of the table is also available by accessing the City's website at: httvs://anus.fortworthtexas.2ov/ProiectResou rces/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: Tarrant Regional Water District Temporary Construction Easements and Rights -of -Entry for sanitary sewer service reroutes CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 9, 2020 City Project No. 00969 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 5 SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. Fort Worth and Western Railroad License Agreement SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of February 2, 2023: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION Contractor SC-7.02., "Coordination" TxDOT (N. Main St.) TARGET DATE OF POSSESSION March, 2023 The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority_ TBD Grand Ave. Storm Drain Improvements City of Fort Worth (Section II) SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Liam Conlon, or his/her successor pursuant to written notification from the Director of Water Department SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised March 9, 2020 City Project No. 00969 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 01 11 00 - 1 SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding [Zequirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 011100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 012500-1 SUBSTITUTION PROCEDURES Page I of4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division I — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, 41 b. Contractor proposes a cost and/or time reduction incentive to the City. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 1.5 SUBMITTALS 2 A. See Request for Substitution Form (attached) 3 B. Procedure for Requesting Substitution 4 1. Substitution shall be considered only: 5 a. After award of Contract 6 b. Under the conditions stated herein 7 2. Submit 3 copies of each written request for substitution, including: 8 a. Documentation 9 1) Complete data substantiating compliance of proposed substitution with 10 Contract Documents 11 2) Data relating to changes in construction schedule, when a reduction is 12 proposed 13 3) Data relating to changes in cost 14 b. For products 15 1) Product identification 16 a) Manufacturer's name 17 b) Telephone number and representative contact name 18 c) Specification Section or Drawing reference of originally specified 19 product, including discrete name or tag number assigned to original 20 product in the Contract Documents 21 2) Manufacturer's literature clearly marked to show compliance of proposed 22 product with Contract Documents 23 3) Itemized comparison of original and proposed product addressing product 24 characteristics including, but not necessarily limited to: 25 a) Size 26 b) Composition or materials of construction 27 c) Weight 28 d) Electrical or mechanical requirements 29 4) Product experience 30 a) Location of past projects utilizing product 31 b) Name and telephone number of persons associated with referenced 32 projects knowledgeable concerning proposed product 33 c) Available field data and reports associated with proposed product 34 5) Samples 35 a) Provide at request of City. 36 b) Samples become the property of the City. 37 c. For construction methods: 38 1) Detailed description of proposed method 39 2) Illustration drawings 40 C. Approval or Rejection 41 1. Written approval or rejection of substitution given by the City 42 2. City reserves the right to require proposed product to comply with color and pattern 43 of specified product if necessary to secure design intent. 44 3. In the event the substitution is approved, the resulting cost and/or time reduction 45 will be documented by Change Order in accordance with the General Conditions. 46 4. No additional contract time will be given for substitution. 47 5. Substitution will be rejected if: CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 a. Submittal is not through the Contractor with his stamp of approval 2 b. Request is not made in accordance with this Specification Section 3 c. In the City's opinion, acceptance will require substantial revision of the original 4 design 5 d. In the City's opinion, substitution will not perform adequately the function 6 consistent with the design intent 7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. In making request for substitution or in using an approved product, the Contractor 12 represents that the Contractor: 13 1. Has investigated proposed product, and has determined that it is adequate or 14 superior in all respects to that specified, and that it will perform function for which 15 it is intended 16 2. Will provide same guarantee for substitute item as for product specified 17 3. Will coordinate installation of accepted substitution into Work, to include building 18 modifications if necessary, making such changes as may be required for Work to be 19 complete in all respects 20 4. Waives all claims for additional costs related to substitution which subsequently 21 arise 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 111 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 1=6 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended _Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected k-tty Late CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO 07.05 Revised July 1, 2011 City Project No. 00969 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 0131 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 1.4 B.3.2: TRWD and USACE representatives added to attendee list 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite, or the City may request e. Other City representatives CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised August 17, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 f. Others as appropriate g. Renresentatives from TRWD and USACE 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH 'IRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised August 17, 2012 City Project No. 00969 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] I I END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 17, 2012 City Project No 00969 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. 1A.C.1— Progress Meetings will be held weeklv. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees a. Contractor b. Project Representative CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 013120-2 PROJECT MEETINGS Page 2 of 3 1 c. Other City representatives 2 4. Meeting Schedule 3 a. In general, the neighborhood meeting will occur within the 2 weeks following 4 the pre -construction conference. 5 b. In no case will construction be allowed to begin until this meeting is held. 6 C. Progress Meetings 7 1. Formal project coordination meetings will be held ply weekly. Meetings 8 will be scheduled and administered by Project Representative. 9 2. Additional progress meetings to discuss specific topics will be conducted on an as- 10 needed basis. Such additional meetings shall include, but not be limited to: 11 a. Coordinating shutdowns 12 b. Installation of piping and equipment 13 c. Coordination between other construction projects 14 d. Resolution of construction issues 15 e. Equipment approval 16 3. The Project Representative will preside at progress meetings, prepare the notes of 17 the meeting and distribute copies of the same to all participants who so request by 18 fully completing the attendance form to be circulated at the beginning of each 19 meeting. 20 4. Attendance shall include: 21 a. Contractor's project manager 22 b. Contractor's superintendent 23 c. Any subcontractor or supplier representatives whom the Contractor may desire 24 to invite or the City may request 25 d. Engineer's representatives 26 e. City's representatives 27 f. Others, as requested by the Project Representative 28 5. Preliminary Agenda may include: 29 a. Review of Work progress since previous meeting 30 b. Field observations, problems, conflicts 31 c. Items which impede construction schedule 32 d. Review of off -site fabrication, delivery schedules 33 e. Review of construction interfacing and sequencing requirements with other 34 construction contracts 35 f. Corrective measures and procedures to regain projected schedule 36 g. Revisions to construction schedule 37 h. Progress, schedule, during succeeding Work period 38 i. Coordination of schedules 39 j. Review submittal schedules 40 k. Maintenance of quality standards 41 1. Pending changes and substitutions 42 m. Review proposed changes for: 43 1) Effect on construction schedule and on completion date 44 2) Effect on other contracts of the Project 45 n. Review Record Documents 46 o. Review monthly pay request 47 p. Review status of Requests for Information 48 6. Meeting Schedule CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 013120-3 PROJECT MEETINGS Page 3 of 3 1 a. Progress meetings will be held periodically as determined by the Project 2 Representative. 3 1) Additional meetings may be held at the request of the: 4 a) City 5 b) Engineer 6 c) Contractor 7 7. Meeting Location 8 a. The City will establish a meeting location. 9 1) To the extent practicable, meetings will be held at the Site. 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION [NOT USED] 20 Flo 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 O1 32 16 -2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor's contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project. The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor's scope of 34 work. The following is a summary of the "tiers". 35 36 1. Tier 1: Small Size and Short Duration Project (des ign not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their work effort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 01 3216 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a "progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 01 32 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised August 13, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 32 16 -4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of theproject followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number —Project Name —Baseline Example: 101376 North Montgomery Street IIMAC Baseline • Progress Schedule File Name Format: City Project Number —Project Name_YYYY-MM Example: 101376 North Montgomery Street I-IMAC 2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number —Project Name PN_YYYY-MM Example: 101376 North Montgomery Street IIMAC PN 2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water G. Schedule Calendar CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's eight standard holidays (New Years, Martin 3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 4 Christmas). The Contractor will establish a schedule calendar as part of the schedule 5 development process and provide to the Project Control Specialist as part of the basis 6 for their schedule. Variations between the City's calendar and the Contractor's 7 calendar must be resolved prior to the City's acceptance of their Baseline project 8 schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.H below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXY0X.80.81 Bid and Award XXX XX.80.83 Construction Execution XXXXXX. 80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (Le., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 01 32 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 Activity ID Activity Name 2 Design 3 3020 Award Design Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting #1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre -Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 43 the Contractor's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 O1 3216 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 1. Schedule Format 2 The Contractor will submit each schedule in two electronic forms, one in native file 3 format (.xer, .xml, .mpx) and the second in apdf format, in the City's document 4 management system in the location dedicated for this purpose and identified by the 5 Project Manager. In the event the Contractor does not use Primavera P6 or MS 6 Project for scheduling purposes, the schedule information must be submitted in.xls or 7 xlsx format in compliance with the sample layout (See Specification 01 32 16.1 8 Construction Project Schedule Baseline Example), including activity predecessors, 9 successors and total float. 10 11 2. Initial & Baseline Schedule 12 The Contractor will develop their schedule for their scope of work and submit their 13 initial schedule in electronic form (in the file formats noted above), in the City's 14 document management system in the location dedicated for this purpose at least 5 15 working days prior to Pre Construction Meeting. 16 17 The City's Project Manager and Project Control Specialist review this initial schedule 18 to determine alignment with the City's Master Project Schedule, including format & 19 WBS structure. Following the City's review, feedback is provided to the Contractor 20 for their use in finalizing their initial schedule and issuing (within five workdays) their 21 Baseline Schedule for final review and acceptance by the City. 22 23 3. Progress Schedule 24 The Contractor will update and issue their project schedule (Progress Schedule) by the 25 last day of each month throughout the life of their work on the project. The Progress 26 Schedule is submitted in electronic form as noted above, in the City's document 27 management system in the location dedicated for this purpose. 28 29 The City's Project Control team reviews each Progress Schedule for data and 30 information that support the assessment of the update to the schedule. In the event 31 data or information is missing or incomplete, the Project Controls Specialist 32 communicates directly with the Contractor's scheduler for providing same. The 33 Contractor re -submits the corrected Progress Schedule within 5 workdays, following 34 the submittal process noted above. The City's Project Manager and Project Control 35 Specialist review the Contractor's progress schedule for acceptance and to monitor 36 performance and progress. 37 38 The following list of items are required to ensure proper status information is 39 contained in the Progress Schedule. 40 • Baseline Start date 41 • Baseline Finish Date 42 • % Complete 43 • Float 44 • Activity Logic (dependencies) 45 • Critical Path 46 • Activities added or deleted 47 • Expected Baseline Finish date 48 • Variance to the Baseline Finish Date 49 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised August 13, 2021 City Project No. 00969 01 3216 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 R Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 01 3216.2 Construction Project Schedule Progress Example 32 Spec 0132 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH TRV— Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 01 32 16 -10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 01 3216.1 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page 1 of 5 1 SECTION 0132 16.1 2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 3 PART 1 - GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project. This version of the 6 schedule is referred to as a "baseline" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 0132 16 Construction Schedule for details and requirements regarding the 9 Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 CITY OF FORT WORTH TRV— Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 TPW - Capital Delivery I Project ID: CIP-0113 Layout: Baseline Template rcvnry u ramrlry MM I uu I +w I I nnin I "'eam"ors I :4/bbaiaer>' CIP-018 - Neighborhood Street Construction Baseine Schedule Ell 434 434 c2-Apr-2C15 17-Deo2019 62 Pre-Cmsiucaon 35 3e 02-Apr-2915 23ilay4010 396 6200 Award CoritlWoncetiM 0 0 112-Apr-Ul5 e21D, 922D D 6210 SW Polpolon Prevertbn Plan (Corwador Prepare and Submit) 1 D 10 02-Apr-2D76 13-ApP2015 8200 424 11220 Sae walk T"h t t 02 Apr2015 02-ApP2015 a200 e230 0 8230 Nonce lb Wooeed.9re-Conetrue111e41 Meebng 1 1 17-Apr2016 17-Apr-2015 6220 euo 0 5240 Pre-coKfuc6on-PtbdC MeeOry 1 1 25-Apr-2o15 25-Apf2015 e230 30M, 525D 0 6250 MOboxabon 20 20 26-Apr261e 23-May201e e240 3310 51 63 cofal uoaon 230 230 1 03-May201e Dt-Apr-2019 0 Sorg 1 90 90 03-May-2015 10•Se"01e 1401 Mir a ohm 4D 40 03-May-2011e 26 wa-2015 a: coninnon Start 0 a 03-May-2o1e 62AO 3010,55DD 0 Tellp Wafer 10 10 O3�Iay201a 16-May2016 3000 3020 0 Lay 8-waterarb beftV&S 25 25 17-Nay-201e 21 49a. 016 3010 303D 0 - Mrp Pa" Repair S 5 22Ju►2D15 26J1ar2D15 3020 3D40,3100 0 is 45 09-,ha-201e 16�3ep-2ota F3030 Eacavabotl - 5 09-JO-20Ia 13Jtl2018 3030 3050 11D stablw:Dn s s 164pa-2ata 2oJ112at6 3040 3D6o t10 Pm:1g 30 30 23J1f-zote 31-A�-2G16 3os0 3070,31e0 tto RalWore 2D 20 05-Nq-2016 31-AIW2018 3060 3060 140 chwi 10 10 27-Nq-201a ID-3*"01e 3070 30K 140 Sreet l templet! _ D 0 10-SepQ016 3De0 e510 140 Street 113 113 29J1et201b t0-Dea2011e 72 w] ... ._..1D 00 Temp Water la 29-Anaoie.., ia-A 20Oa ao3o 3110 3110 Lay 6-water and iervtbea 15 15 16J142o 1a 03-A g2af a 3100 3120 0 3120 Temp PaWq Repair 3 5 054rq-20ta ID-A►q-201e 3110 3130 0 3 1 a a Lay a- 3"W and*OMNa 5 6 13AUg4gta 22-1uip-201a 312o 3140 C 3140 7"Pa Arg R"Ar 5 5 23•AWNIa 29-Aug-201a 3130 3t5D,3220 a 3150 Ol rM Drain 6 StA106fei 20 20 3Dauq-2016 27 5eta-201 a 3140 3160 67 t 45 4 *KW=4 *0$jftW 21T 3 tea _ Mavatlon 5 5 05-0e421D1a 11-0c42015 3150 3170,3250 67 3170 aabllaafon 5 5 12-OC42015 111-00-20111, 3150 3150 77 3180 Paving 20 20 19-00M015 154110v201e 3170.31360 31M 77 3190 RatWOR 20 20 02-Nov-201a 03-D"01e 31e0 32D0 TT 3200 Clean up is 10 27-1419v-20115 ID-0ea2018 3190 3210 77 3210 Street 2 Complete C 0 10-Dec-2018 326D Oslo 7 Skied e0 as 3t1-Arg2aia 240*ot010 0 Actual work • • Milestone Remaining Work ♦ ♦ C1ibcal Milestone Critical Remaining Work • ♦ Completed Milestone CIP-01B - Neighborhood Street Construction Baseline Schedule Example Report Print Date: 20-Nun-2018 Page 1 of 3 rote FORT WORTH tJ - TPW - Capital Delivery Project ID: CIP-01 B Report Print Date: 20 Jun-2D18 1 Layout Baseline Template I I Page 2 of 3 a VOWN 10 AtMv@t' r4ane CD RD MIT I Preaft"sa6 .ia%MS rAM 2619 Alm l I Flncn 1 I, .e Ieal Fl.,, MilJ "I9HC IiJJ�l t'i JI flAl'�'Iq-J—IFIJ - 322o Rmp Water II 4 30 Arq-ZOtE DS•Se¢2016 3140 323D D 3230 Lay a- water anoeeMces 8 8 o6-sep-2ote n-sop-2o. 3220 324D D --' •- -i�- -------�j N C `j 3240 Rmp Paving RepMlr 1 1 wseq-2016 16-Sep-2D16 3230 3250,331D D 50 50 12-0et-2016 24-Deo2018 i1.t i t 325D t'.Mpvatian s s 12-0Cl2Di6 last-2D1e 3240.3160 3260 67 Z 3260 ^.1WOlitatlon S 5 19-01*2015 25-0et-2016 3250 3270 67 b - 3270 Paving 2D 20 26-CCI-2015 26-NOW-2018 3260 3250 67 n 32e0 MalWork 20 20 16-NOv-2018 17-De0-201e 3270 329D E7 •-- ---- i ---1- 7 -- --------� �i 3290 cleanup to to 11-0eo-2014 24-Dec-2018 3280 330D 67 _ (] 3300 street 3Complete D 0 24-Deo-2018 3290 Oslo E7 _ I i S6W4 ^•. - 134 134 19-Ce"01e 01-Apt-2019 O .......__._ z Mier � Sborm. 69 69 19Sep-2018 27-Deo-Mia _ ._ 3310 71N1pgTiter 6 6 19-,ap zale 26 asp zola 3240.e250 332D o 3320 Lay 8-Ieaterand sefNOt$ 2D 20 27-SOP,2018 24-0c1-201e 3310 333D o i1 3330 7"Pa" Repair 3 3 25-0CF201B 29-0CF20 15 3320 334D 0 3340 Lay a-sowerLINS L-3203 i L-8346 am 5eftM*6 20 20 30-0C14015 26-NOV-20f a 3330 335D 0 3350 Lay a-sewerLine$ L-3212 i L-0355 and Services 15 is 29-NOv-2018 19•Deo•2010 3340 336D D _ 3360 limp PM" Repair s 5 20-Deo-2018 27 Dee-2018 3350 337D D Cn . -� .6D 60 07Jatr2D19 - .. i i i I (((I 3370 EaeavaflOn to 10 DT- aM12019 le-01R2D19 3360 3350 D -_t- -{-• "S_ -}- -.F._ -i - t C 3380 S4blinlon 10 10 22-Iao-2019 04-FOO-2019 3370 3390 0 3390 Paving 20 20 0"to.2019 04-Mar-2019 3380 34D0Cn 0 _ ...... -- _ - - - -- ! 3400 tiaCWort 2D 20 26-Foo-2019 25-Mar-2019 3390 3410 0 - i I 3410 dean up 1D 10 19•N!ar•2011 ZI-Apr-2019 3400 34SD j 3420 Steet 4 COmpleWDo06fafRll Complete 0 D D1-ApP2019 3410 Os1D D 1 ES el$pecson 276 276 03-May-2018 03.Rer2019 Mo inspection 225 225 03-May-2018 25-Mar-2019 3000 list 51 0 :°1a Flag Inspection 10 t0 02-Ap►-2019 1SAp►-2019 3420.3300.321C 852D D � ; •- --- -----� a320 COmptetePUICLList TASM 3D 30 iskw-2D19 2B-May4019 Oslo 853D 0 o ° as30 FNWWMMThMUghlOrCOMPieteOPWChLl6tT39U t / 03-Ju►2Dt9 O5,Rn2Dt9 8520 e540 D 8540 ConstudlonFWWComple6on 0 D Os,Nn2D19 Bs30 2100.9110 D r 90 VDGMA 135 1.35 064911.21119 17-0ee-2019 0 Consi uetion Conliad Clostout ISIS 135 044"10 17400MI9 i I 'ti �• � �� _„ - _ _ _ 5 5 06-NMN24t 9 12.Mef2019 '+ fD 9100 A"MR SDlvey (5Mff0 4 Dy COInMr) 6 3 06,11i1fl U19 12,Mr1 D1! 8si0 9110 25 1 +� � �., GOMract G lasead - 135 -3 06-JtMF2019 IT -De - -- . I 1 , Z Z 9110 Cork, ROMMORBon - - 30 30 06,%"D19 1B-AP-2419 9100.8540 9120 a 1 I ~• I � � O ._ Actual Work ♦ Milestone NIX.WOUT o titititititiita Remaining Work ♦ ♦ cl;ticat MilesODne CIP-01B - Neighborhood Sheet Construction Critical Remaining wort[ • ♦ Completed Milestone JUH Baseline Schedule Example n z TPW - Capital Delivery Layout: Baseline Template rcniv ® AMUI17 XMW 9120 swrnlilas wroe0tcvsem DOOuneruiom;l 9130 wtlee Ot COmpleOonGreen w*et 9140 Flux COnsMx00fl COr18aC11rwoe Pa d 9150 Comtrwlor CoInct Cocee 9160 Leon teamed Actual Work ♦ ♦ Milestone l! Remaining Work ♦ ♦ Critical Milestone Critical Remaining Work ♦ ♦ Completed Milestone Project ID: CIP-01 B I Report Print Date: 20-Jun-2018 Page 3 of 3 UU flu t3Ot FIr,,n F1'WBCe6 m .alYeieOR lI 10+i OJ76 AI7V Awj I I V Flw:.i,1rl�lrl�l9ry°'Ir��'4 I �l� rl�l`l"IvvIFIr� 36 38 19JO.2019 11 veP-2019 9110 913D D D 0 23-0Ct-2D19 9120 914D - ----__---- D - - - - - - - -.---- - --- - 1 1 14-NOV-2019 14-NOV-2019 9130 915D 0 D 0 14-NOv-2019 9140 916D 0 i 1 17-Deo-2019 17-Dec2019 9150 0 --- - ------------- - - - --- - --- CIP-01B -Neighborhood Street Construction Baseline Schedule Example FORT WORTH DATE July 20, 2018 May 7, 2021 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page 5 of 5 END OF SECTION NAME M. Jarrell Initial Issue Revision Log SUMMARY OF CHANGE M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH TRV— Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised August 13, 2021 City Project No. 00969 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page I of 4 1 SECTION 0132 16.2 2 CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE f 7"V"El � 0I117. 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to as a "progress" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 0132 16 Construction Schedule for details and requirements regarding 9 the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH TRV — Section l: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised August 13, 2021 City Project No. 00969 TPW - Capital Delivery Layout: Progress Template FCbRj to ACIM %41 CIP-01P - Neighborhood Street Construction Project ID: CIP-01 P I Report Print Date: 20-Jun-2018 Page 1 of 2 OD RO i!•hyalvlKl`R F Oed ohn IELF Rpd FhM �� I` Edrt I FIM1� I 'iCdI NrYN[e �1! ���3A�l� 7II2a :�Y ScheduleF- 432 411 C2-Apt-MlLk 17-DWC15 D2-APt-2016A 13-De62019 F p •2 62 PM-UnfrMon 3a 0% M-Apr-2015 234Aay-10Ia M-Apl-2016A lswrsDla e5 &me A=MCoKalldonCoMet D 0 100%, D2-W-20 15 02-Apr-2018A MO SIN POCNor Pmwflon Plan (ConVa&c PRparl and Si bmll) 10 0 100%, 02,W-m 15 13-Apr-2015 M-Apr-2018 A 13,epr-2018 MO swVak7hMMh i 0 100% 02-Apam15 02-Apr-2016 02-Apr-2D1aA a2,Apr-201a- 6230 r+Date-kPmoeea�Pre-cons"XwVemg 1 a tDD% 174pr-2016 174pr-2a16 17-Apr-2018A 1744)ra01a 6240 PreCOn6VUC8on-PUMCMeeang t 0 100%-25-Apr-2015 25-Apr-2016 1 t-2018A 194pr-201a t250 Amal1a60n 20 11 50% 24-Apr-2015 23-uuy-2018 18-Apra018A 154012y4018 1 55 NUMr 0 1 CorntueaDn 230 230 0%-07-May401a DI-Apr-2a19 01-VJV-2ata 264tar2019 0 sheet 1 SO 90 O May-2018 I"ep•2D15 014ay-m16 DS-Cep MIS 140 watrr a stem 40 aD 03.40y 2016 211,ller2011! 014fty M6 2$,A"18 0 3000 Coneelreaonaan a o 0% M-wuy-201a al-WI-Mle 0 3010 1engVOW 10 1D 0% D34&y-2018 16-1611ay-mte 014AZy-Nia 14-May-201a a 3020 Lay S'mk"and urmoes 25 25 0% 174Aay-201a 21,lu-Ma isMwy-ma 19,ar�wie a 3030 AgMpaving Repair 5 5 0% 22Jrr,201a 2"w-ma 2D,Jun-2018 26,Jun-OIB a }! 46 e5 as,ar a MAP" WON" ql t uo 3040 Emcaraacn 5 5 0% DO,All-2016 13Jul-2DIS 05-M-201e 11Juh2016 Im 3050 ^rta0 uww 5 5 0% 18-.AM-2015 20Jrl-Jul 12JW-MIS lb,%1201a Ila 3050. 30 30 0% 23%M2015 31-Atq-2616 I0— M-2015 29449-2018 110 3070 Nalwom m 2D DX D6-Aug-2015 314414016 02-Air¢20 18 294bg-2018 140 3050 Cleanup IQ ID 0% 2744ag-2015 I0-sep4015 2341q-m18 06-SWQCIS lm 3090 1,Vw I Come" a 0 O%• 10-se"Ola ae-sep-a01a 140 3%wd2 1113 113 29.. :Ima 16 00.2D18 27J1aA20118 06-0e1>0018 77 Vhw a stalm 63 63 29,Mo-2a16 sr-sep z015 ar,lu P-Mi8 25--e 110 67 fIDO ienyMier 10 10 0% 29-Airm1a 13,11"ol6 27.rmaDIS It W4515 a 31 f o Lay a'!tier and semees 15 15 0%L 16,a1-m 15 03-Au¢2616 12-JW-m 15 O 14J*2018 a 3120 TwV, Paving Repair 5 5 _ a% DS-Aug2015 IO4Wq-2016 .M-Afr¢2018 06,Aug-2018 a 3130 Lay a - Serer andSeMM a 8 0% 1sawg-2015 22-Atrg-2D16 D9,Au9-2618 20-&g4018 a. 3140 Tenp Paving Repair 5 5 _ 0% 23-h"1D 294ug-2016 21Aug-2018 27,Au9-2018 a 3150 ^tam Dote A Sauc>alree m 20 0% 30-A1g-m15 27vep2D16 25Aug-m18 25;.�ep-201a 67 As - — tl/ 77 ilea EMeaY3/p1 5 5 0% 0a-00-2Dla II.00MIe o34xi,-2ate o9-oci-2oia 67 317a SaamtlOM 5 5 0% 12-Oc20I8 18-0a-2018 ID4XIa01a 16-00-2018 77 31ea Paw" 20 20 0% 19-00•2DIS I5*ow201e 17-Oct-201e 13-NW46=la 77 3110 Ralwort 2020 0% D2-Hov-2015 03-0ea2D15 31-0e1-2018 29-rbr2018 77 32DO Chan up f0 1a 0% 27-NOv-2015 104>102015 21-/Or2018 0640ea2018 77 3210 rtael2COnpefe a a 0% 10-Deo*D16 06-De62018 77 Slaeet3 160 30-A1rg-2016 2A-Det-2D16 016 28,Wt 16 57 Wain a storm 1s 13 M40"M 0"PaD1s ]ate MO."* a 3220 TOMAMr -. .__... i A 0%30-PA"15 Ds-aep-MS m,Ayrmte 31-"201a a 323C Lay 8-wrerandaemoes a e a% D6-Sep-201e 17-wp-2016 U-= ep•2018 13,:ep-2018 a 1111111110111 Actual Wok • ♦ Milestone CIP-01P - Neighborhood Street Construction Remaining Work ♦ ♦ Critical Milestone progress Schedule Example Critical Remaining Work♦ ♦ Completed Milestone 2._i .. _ 2 2 2_. FORT WORTH 0 0 ro aFcq ny �Coil °z b n C] Qzz C6 C6 y C I C6 ro o� � I o n� to CD CO to aEn ti zz� QO 0 C, CD aoo. 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Wi C7ddko3e0iA M _ � 17-0e0.2O79 � � 0 , 9110 ComaciReana7asOn 30 31) 0%•D6,an-2019 154u12019 O4-Juo-2D19 16-M-M79 0 2 9129 .'futale9ale(MWOt CIMeoot DOVAteliaach) 3a 35 0% 19-AIkMI9 11'SW2019 17Jai-PA19 05,%"19 0 2 9130 Nola Of CO1r'ple9Oru171een St" 0 a 0% . 23-OCI.2019 21-Od-2D19 ; O 2 - 9140 Fft COnafudlm CDnlrad Invalm Pald 1 1 0% 14-NDV-2Oi9 14-NDv-2D19 124VDV-2019 12-NDr2019 0 2 9150 COniYucaon CDnMCMwd a 0 0% 14-Nao-2D19 124AW2019 '. 0 2 9150 Leswe Learned t 1 OX' IN)IM-2at9 17-DW2D19 13060.2019 13-0eo-019 ` 0 2 Actual Work • • Milestone CIP-01P - Neighborhood Street Construction � Remaining Work • • Critical Milestone ■� Critical Remaining Work • • Compleiad Milestone Progress Schedule Example Page 2 of 2 mla Nis aO10 i I I I I I I n.., _.{_ .4_4_. i i E i I l L l l l 7 i FORT WORTH n zz n zz ro 0 0 ;u C� DATE July 20, 2018 May 7, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 4 of 4 END OF SECTION NAME M. Jarrell Initial Issue Revision Log SUMMARY OF CHANGE M Ogren Revised name due to revising the schedule specification CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 0132 16.3 —PROGRESS NARRATIVE Page 1 of 1 SECTION 0132 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: A. List of activities changed in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) C. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Construction Project Schedule Narrative Report for CFW Projects Fort Worth Central City WBS NO. 07.05 Revised August 13, 2021 City Project No. 00969 Page 1 of 1 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 1.4.A.1: Additional scone for nreconstruction video. 10 2. 1.4.B: Added nreconstruction photo requirements. I 1 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Preconstruction Video 21 1. Produce a preconstruction video of the site/alignment, access routes outside the 22 City ROW, staging and work areas, including all areas in the vicinity of and to be 23 affected by construction. 24 a. Provide two (2) digital copies of the nreconstruction video to the Citv prior 25 to start of construction. 26 2. Retain a copy of the preconstruction video until the end of the maintenance surety 27 period. 28 B. Preconstruction Photos 29 1. Produce nreconstruction photos of the site/alignment, access routes outside the 30 City ROW, staging and work areas, including all areas in the vicinitv of and to 31 be affected by construction. 32 a. Provide two (2) digital copies of all preconstruction Dhotos to the Citv 33 prior to start of construction. 34 2. Retain a cony of all of the nreconstruction Dhotos until the end of the 35 maintenance surety Deriod. 36 1.5 SUBMITTALS [NOT USED] 37 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS [NOT USED] 8 PART 3 - EXECUTION [NOT USED] 9 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page 1 of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.OS Revised December 20, 2012 City Project No. 00969 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 %2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates £ Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 013300-4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO, 07.05 Revised December 20, 2012 City Project No. 00969 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 01 3300 -8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 e. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 i. Dust Control 16 j. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division I — General Requirements 22 3. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen a. Measurement CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07-05 Revised March 11, 2022 City Project No. 00969 0135 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 1) Measurement for this Item will be per working day. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 will be paid for each working day that Railroad Flagmen are present at the 5 Site. 6 c. The price bid shall include: 7 1) Coordination for scheduling flagmen 8 2) Flagmen 9 3) Other requirements associated with Railroad 10 3. All other items 11 a. Work associated with these Items is considered subsidiary to the various Items 12 bid. No separate payment will be allowed for this Item. 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19 High Voltage Overhead Lines, 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Department of Transportation 22 1. When work in the right-of-way which is under the jurisdiction of the Texas 23 Department of Transportation (TxDOT): 24 a. Notify the Texas Department of Transportation prior to commencing any work 25 therein in accordance with the provisions of the permit 26 b. All work performed in the TxDOT right-of-way shall be performed in 27 compliance with and subject to approval from the Texas Department of 28 Transportation 29 B. Work near High Voltage Lines 30 1. Regulatory Requirements 31 a. All Work near High Voltage Lines (more than 600 volts measured between 32 conductors or between a conductor and the ground) shall be in accordance with 33 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 34 2. Warning sign 35 a. Provide sign of sufficient size meeting all OSHA requirements. 36 3. Equipment operating within 10 feet of high voltage lines will require the following 37 safety features 38 a. Insulating cage -type of guard about the boom or arm 39 b. Insulator links on the lift hook connections for back hoes or dippers 40 c. Equipment must meet the safety requirements as set forth by OSHA and the 41 safety requirements of the owner of the high voltage lines 42 4. Work within 6 feet of high voltage electric lines 43 a. Notification shall be given to: 44 1) The power company (example: ONCOR) 45 a) Maintain an accurate log of all such calls to power company and record 46 action taken in each case. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised March 11, 2022 City Project No. 00969 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 b. Coordination with power company 2 1) After notification coordinate with the power company to: 3 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 4 lower the lines 5 c. No personnel may work within 6 feet of a high voltage line before the above 6 requirements have been met. 7 C. Confined Space Entry Program 8 1. Provide and follow approved Confined Space Entry Program in accordance with 9 OSHA requirements. 10 2. Confined Spaces include: 11 a. Manholes 12 b. All other confined spaces in accordance with OSHA's Permit Required for 13 Confined Spaces 14 D. TCEQ Air Permit 15 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 16 E. Use of Explosives, Drop Weight, Etc. 17 1. When Contract Documents permit on the project the following will apply: 18 a. Public Notification 19 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 20 prior to commencing. 21 2) Minimum 24 hour public notification in accordance with Section 01 31 13 22 F. Water Department Coordination 23 1. During the construction of this project, it will be necessary to deactivate, for a 24 period of time, existing lines. The Contractor shall be required to coordinate with 25 the Water Department to determine the best times for deactivating and activating 26 those lines. 27 2. Coordinate any event that will require connecting to or the operation of an existing 28 City water line system with the City's representative. 29 a. Coordination shall be in accordance with Section 33 12 25. 30 b. If needed, obtain a hydrant water meter from the Water Department for use 31 during the life of named project. 32 c. In the event that a water valve on an existing live system be turned off and on 33 to accommodate the construction of the project is required, coordinate this 34 activity through the appropriate City representative. 35 1) Do not operate water line valves of existing water system. 36 a) Failure to comply will render the Contractor in violation of Texas Penal 37 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 38 will be prosecuted to the full extent of the law. 39 b) In addition, the Contractor will assume all liabilities and 40 responsibilities as a result of these actions. 41 G. Public Notification Prior to Beginning Construction 42 1. Prior to beginning construction on any block in the project, on a block by block 43 basis, prepare and deliver a notice or flyer of the pending construction to the front 44 door of each residence or business that will be impacted by construction. The notice 45 shall be prepared as follows: CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No 00969 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 2 beginning any construction activity on each block in the project area. 3 1) Prepare flyer on the Contractor's letterhead and include the following 4 information: 5 a) Name of Project 6 b) City Project No (CPN) 7 c) Scope of Project (i.e. type of construction activity) 8 d) Actual construction duration within the block 9 e) Name of the contractor's foreman and phone number 10 f) Name of the City's inspector and phone number 11 g) City's after-hours phone number 12 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 13 A. 14 3) City of Fort Worth Door Hangers will be provided to the Contractor for 15 distribution with their notice. 16 4) Submit schedule showing the construction start and finish time for each 17 block of the project to the inspector. 18 5) Deliver flyer to the City Inspector for review prior to distribution. 19 b. No construction will be allowed to begin on any block until the flyer and door 20 hangers are delivered to all residents of the block. 21 H. Public Notification of Temporary Water Service Interruption during Construction 22 1. In the event it becomes necessary to temporarily shut down water service to 23 residents or businesses during construction, prepare and deliver a notice or flyer of 24 the pending interruption to the front door of each affected resident. 25 2. Prepared notice as follows: 26 a. The notification or flyer shall be posted 24 hours prior to the temporary 27 interruption. 28 b. Prepare flyer on the contractor's letterhead and include the following 29 information: 30 1) Name of the project 31 2) City Project Number 32 3) Date of the interruption of service 33 4) Period the interruption will take place 34 5) Name of the contractor's foreman and phone number 35 6) Name of the City's inspector and phone number 36 c. A sample of the temporary water service interruption notification is attached as 37 Exhibit B. 38 d. Deliver a copy of the temporary interruption notification to the City inspector 39 for review prior to being distributed. 40 e. No interruption of water service can occur until the flyer has been delivered to 41 all affected residents and businesses. 42 f. Electronic versions of the sample flyers can be obtained from the Project 43 Construction Inspector. 44 I. Coordination with United States Army Corps of Engineers (USACE) 45 1. At locations in the Project where construction activities occur in areas where 46 USACE permits are required, meet all requirements set forth in each designated 47 permit. 48 J. Coordination within Railroad Permit Areas CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 0135 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. At locations in the project where construction activities occur in areas where 2 railroad permits are required, meet all requirements set forth in each designated 3 railroad permit. This includes, but is not limited to, provisions for: 4 a. Flagmen 5 b. Inspectors 6 c. Safety training 7 d. Additional insurance 8 e. Insurance certificates 9 f. Other employees required to protect the right-of-way and property of the 10 Railroad Company from damage arising out of and/or from the construction of 11 the project. Proper utility clearance procedures shall be used in accordance 12 with the permit guidelines. 13 2. Obtain any supplemental information needed to comply with the railroad's 14 requirements. 15 3. Railroad Flagmen 16 a. Submit receipts to City for verification of working days that railroad flagmen 17 were present on Site. 18 K. Dust Control 19 1. Use acceptable measures to control dust at the Site. 20 a. If water is used to control dust, capture and properly dispose of waste water. 21 b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 L. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION CITY OF FORT WORTH TRV — Section I : Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 01 35 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of 8 Revision Log DATE I NAME SUMMARY OF CHANGE 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 4 FORTWORTR, DOE NO. I XXX manes. NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH TRV — Section I: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March I I, 2022 City Project No. 00969 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised March 9, 2020 City Project No. 00969 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 9, 2020 City Project No. 00969 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1— General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired 41 d. Contractor Payment for Construction Water CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No, 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. . b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 311 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO 07.05 Revised July 1, 2011 City Project No. 00969 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log IDATE NAME SUMMARY OF CHANGE II I CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENC ES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised March 22, 2021 City Project No. 00969 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMLTTCD) or Texas Department 3 of Transportation (TxDOT) can be used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MLJTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS [NOT USE[)] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised March 22, 2021 City Project No. 00969 01 5526 -3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 22, 2021 City Project No. 00969 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Added 1.5.A.1.a.2) — submittal to TRWD 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than I acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 I B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review 48 2) 1 conv to Tarrant Regional Water District; ATTN: Woodv Frossard CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 0157 13 -3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 015813-I TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide freestanding Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO 07.05 Revised July 1, 2011 City Project No. 00969 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised March 9, 2020 City Project No. 00969 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List I 3/9/2020 D.V. Magaha Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 9, 2020 City Project No. 00969 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 34 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 35 containers designed and constructed to protect the contents from physical or 36 environmental damage. CITY OF FORT WORTH TRY— Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 5. Clearly and fully mark and identify as to manufacturer, item and installation 2 location. 3 6. Provide manufacturer's instructions for storage and handling. 4 B. Handling Requirements 5 1. Handle products or equipment in accordance with these Contract Documents and 6 manufacturer's recommendations and instructions. 7 C. Storage Requirements 8 1. Store materials in accordance with manufacturer's recommendations and 9 requirements of these Specifications. 10 2. Make necessary provisions for safe storage of materials and equipment. 11 a. Place loose soil materials and materials to be incorporated into Work to prevent 12 damage to any part of Work or existing facilities and to maintain free access at 13 all times to all parts of Work and to utility service company installations in 14 vicinity of Work. 15 3. Keep materials and equipment neatly and compactly stored in locations that will 16 cause minimum inconvenience to other contractors, public travel, adjoining owners, 17 tenants and occupants. 18 a. Arrange storage to provide easy access for inspection. 19 4. Restrict storage to areas available on construction site for storage of material and 20 equipment as shown on Drawings, or approved by City's Project Representative. 21 5. Provide off -site storage and protection when on -site storage is not adequate. 22 a. Provide addresses of and access to off -site storage locations for inspection by 23 City's Project Representative. 24 6. Do not use lawns, grass plots or other private property for storage purposes without 25 written permission of owner or other person in possession or control of premises. 26 7. Store in manufacturers' unopened containers. 27 8. Neatly, safely and compactly stack materials delivered and stored along line of 28 Work to avoid inconvenience and damage to property owners and general public 29 and maintain at least 3 feet from fire hydrant. 30 9. Keep public and private driveways and street crossings open. 31 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 32 satisfaction of City's Project Representative. 33 a. Total length which materials may be distributed along route of construction at 34 one time is 1,000 linear feet, unless otherwise approved in writing by City's 35 Project Representative. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Pact 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised November 22, 2016 City Project No. 00969 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 c) Lost profits 2 3. Mobilizations and Demobilization for Miscellaneous Projects 3 a. Mobilization and Demobilization 4 1) Mobilization shall consist of the activities and cost on a Work Order basis 5 necessary for: 6 a) Transportation of Contractor's personnel, equipment, and operating 7 supplies to the Site for the issued Work Order. 8 b) Establishment of necessary general facilities for the Contractor's 9 operation at the Site for the issued Work Order 10 2) Demobilization shall consist of the activities and cost necessary for: 11 a) Transportation of Contractor's personnel, equipment, and operating 12 supplies from the Site including disassembly for each issued Work 13 Order 14 b) Site Clean-up for each issued Work Order 15 c) Removal of all buildings or other facilities assembled at the Site for 16 each Work Oder 17 b. Mobilization and Demobilization do not include activities for specific items of 18 work for which payment is provided elsewhere in the contract. 19 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 20 a. A Mobilization for Miscellaneous Projects when directed by the City and the 21 mobilization occurs within 24 hours of the issuance of the Work Order. 22 B. Deviations from this City of Fort Worth Standard Specification 23 1. None. 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 26 2. Division 1— General Requirements 27 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment [Consult City Department/Division for direction on if 30 Mobilization pay item to be included or the item should be subsidiary. Include the 31 appropriate Section 1.2 A. 1.] 32 1. Mobilization and Demobilization 33 a. Measure 34 1) This Item is considered subsidiary to the various Items bid. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 are subsidiary to the various Items bid and no other compensation will be 38 allowed. 39 2. Remobilization for suspension of Work as specifically required in the Contract 40 Documents 41 a. Measurement 42 1) Measurement for this Item shall be per each remobilization performed. 43 b. Payment CITY OF FORT WORTH TRV — Section I Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WEIS NO. 07.05 Revised November 22, 2016 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1) The work performed and materials furnished in accordance with this item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised November 22, 2016 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH TRV — Section l: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised November 22, 2016 City Project No. 00969 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 5 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey to be provided by 7 the Contractor 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 1.1.A.1— Survey to be provided by the Contractor. 10 2. 1.2.A.1.a.1— Item paid by lump sum. 11 3. 1.2.A.1.b.1— Item paid by lump sum price bid for "Construction Staking". 12 4. 1.2.A.2.a.1— Item paid by lump sum. 13 5. 1.2.A.2.b.1— Item paid by lump sum price bid for "Construction Survey". 14 6. 1.9.A.3.a — Contractor responsible for preserving and maintaining staking. 15 7. 1.9.11.1— Construction Survey performed by Contractor. 16 8. 1.9.B.2.d — Contractor responsible for replacing damaged control data. 17 9. 1.9.13.3.b — Contractor responsible for construction survey. 18 10. 1.9.B.3.d — Contractor shall be responsible for verifying control data. 19 11. 1.9.B.3.d.1-5 — Clarified language for contractor to be responsible for verifving 20 benchmark and control data. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Construction Staking 27 a. Measurement 28 1) Measurement for this item will be by lump sum. 29 b. Payment 30 1) The work performed and the materials furnished in accordance with this 31 Item will be paid for at the lump sum price bid or "Construction 32 Staking". 33 2. Construction Survey 34 a. Measurement 35 1) Measurement for this item will be by lump sum. 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 Item will be paid for at the lump sum price bid or "Construction 39 Survey". CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 5 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals, if required, shall be in accordance with Section 01 33 00. 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 7 A. Certificates 8 1. Provide certificate certifying that elevations and locations of improvements are in 9 conformance or non-conformance with requirements of the Contract Documents. 10 a. Certificate must be sealed by a registered professional land surveyor in the 11 State of Texas. 12 B. Field Quality Control Submittals 13 1. Documentation verifying accuracy of field engineering work. 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. Construction Staking 18 1. Construction staking will be performed by the City. 19 2. Coordination 20 a. Contact City's Project Representative at least 2 weeks in advance for 21 scheduling of Construction Staking. 22 b. It is the Contractor's responsibility to coordinate staking such that construction 23 activities are not delayed or negatively impacted. 24 3. General 25 a. Contractor is responsible for preserving and maintaining staking. 26 b. If in the opinion of the City, a sufficient number of stakes or markings have 27 been lost, destroyed or disturbed, by Contractor's neglect, such that the 28 contracted Work cannot take place, then the Contractor will be required to pay 29 the City for new staking with a 25 percent markup. The cost for staking will be 30 deducted from the payment due to the Contractor for the Project. 31 B. Construction Survey 32 1. Construction Survev will be performed by the Contractor. 33 2. Coordination 34 a. Contractor to verify that control data established in the design survey remains 35 intact. 36 b. Coordinate with the City prior to field investigation to determine which 37 horizontal and vertical control data will be required for construction survey. 38 c. It is the Contractor's responsibility to coordinate Construction Survey such that 39 construction activities are not delayed or negatively impacted. 40 d. Contractor shall restore or replace all necessary control data dama end 41 durin construction operations. 42 1) Contractor shall perform replacements and/or restorations. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 5 1 3. General 2 a. Construction survey will be performed in order to maintain complete and 3 accurate logs of control and survey work as it progresses for Project Records. 4 b. The Contractor shall perform construction survev to obtain construction 5 features, including but not limited to the following: 6 1) All Utility Lines 7 a) Rim and flowline elevations and coordinates for each manhole or 8 junction structure 9 2) Water Lines 10 a) Top of pipe elevations and coordinates for waterlines at the following 11 locations: 12 (1) Every 250 linear feet 13 (2) Horizontal and vertical points of inflection, curvature, etc. (All 14 Fittings) 15 (3) Cathodic protection test stations 16 (4) Sampling stations 17 (5) Meter boxes/vaults (All sizes) 18 (6) Fire lines 19 (7) Fire hydrants 20 (8) Gate valves 21 (9) Plugs, stubouts, dead-end lines 22 (10) Air Release valves (Manhole rim and vent pipe) 23 (11) Blow off valves (Manhole rim and valve lid) 24 (12) Pressure plane valves 25 (13) Cleaning wyes 26 (14) Casing pipe (each end) 27 b) Storm Sewer 28 (1) Top of pipe elevations and coordinates at the following locations: 29 (a) Every 250 linear feet 30 (b) Horizontal and vertical points of inflection, curvature, etc. 31 c) Sanitary Sewer 32 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 33 the following locations: 34 (a) Every 250 linear feet 35 (b) Horizontal and vertical points of inflection, curvature, etc. 36 (c) Cleanouts 37 c. Construction survey will be performed in order to maintain complete and 38 accurate logs of control and survey work associated with meeting or exceeding 39 the line and grade required by these Specifications. 40 d. The Contractor shall perform construction survev and verify control data 41 including, but not limited to, the following: 42 1) Verification that established benchmarks and control are accurate. 43 2) Use of Benchmarks to furnish and maintain all reference lines and 44 grades for tunneling. 45 3) Use of lines and grades to establish the location of the pipe. 46 4) Submit to the City copies of field notes, if requested, used to establish all 47 lines and grades and allow the City to check guidance system setup prior to 48 beginning each tunneling drive. 49 5) Provide access for the City, when requested, to verify the guidance system 50 and the line and grade of the carrier pipe on a daily basis. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 5 1 6) The Contractor remains fully responsible for the accuracy of the work and 2 the correction of it, as required. 3 7) Monitor line and grade continuously during construction. 4 8) Record deviation with respect to design line and grade once at each pipe 5 joint and submit daily records to City. 6 9) If the installation does not meet the specified tolerances, immediately notify 7 the City and correct the installation in accordance with the Contract 8 Documents. 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL 21 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 22 City in accordance with this Specification. 23 B. Do not change or relocate stakes or control data without approval from the City. 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 32 END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 1 D.Johnson CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 Section 01 71 23.01- Attachment A Survey Staking Standards February 2017 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (httr)://onlinemanuals.txdot.eov/txdotmanuals/ess/ess.odf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION :.WHITE � ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND PINK ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEWER GREEN IRRIGATION AND RECLAIMED WATER PURPLE" III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survev Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anvthing that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal —Conic Fa Is e_Ea st i ng: 1968500.00000000 False -Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude_Of_Origi n: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a oroiect that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 z 0 I �1 L.L = W V) m J U) z W J � m z O a C� 0 FE1016 z O F-- d w .J W EL. = 100.00' 0FE Y d � O z d 0� z W Z = U] J d J V) O � w J F- m z O O U C] CP 7#1rN.-=5000.00 E=5000.00 W z ~ W OU mz 0 z O = U F— z _ C) W J U Li F- W Q X m wCr IX O V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 m II t 0 ; N i N FRONT (SIDE FACING ) FRONT NO FLAGGING REQUIRED IN LIEU OF BLUE PAINTED LATH (SIDE FACING 0 BACK 0 FRONT MW FACING R_0.W.) (SIDE FACING �) fR _ g � TAKING BACK OFFSET DISTANCE IDENTIFY ANY 9 FH TEES, METERS rV o Y EVERN200 (SIDE FACING RAW.) q EF GATE VALVES. Q CROSSES, ETC. PoiNr CENTERUNE OF I w -1 T WATER LINE + n r 4 A HUB ELEVATION ^� STATIONING Tn G I 411E T P ! IDENTIFIES TOP OF PIPE o w I IDENTIFIES CUT - OR FILL + HUB PAINTED FLUSH WITH Qjp—GROUND, WITH TACK DR 6LACK DOT �Y HUB PANTEDNBLUE VIITH BLUE W41SKERS OR 60D NAIL WITH BLUE VNHISKK R A. Centerline Staking —Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking —Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 FRONT (SIDE FACING �) 2nd OFFSET STAKE N . FOR ALIGNMENT 0 FOR SSMH'S In FRONT FRONT ro (SIDE FACING Q (SIDE FACING NO FLAGGING REQUIRED 2nd OFFSET STAKE IN LIEU DF GREEN PAINTED LATH � Fat OFFSET ` FOR ENT FOR AJGNMENT FOR SSMH'S FOR SSMHS p + iJ5 FRONT x N NO 2ND OFFSET STAKE FA- lu y (SIDE FACING �) FOR r�mm NE S MIA n a MH yrt OFFSET STAKE FRONT ' FOR s 4 ALGNMENT ON I i rp ( SSMH'S ii (/) SAME STATIONING AS 1 (SIDE FACING u NE s 3 FIRST OFFSET STAKE _ re n rt 0o LA SANITARY SEWER LINE 1 FA FA y -_ � � n � N H_ IDENTIFIES MANHOLE H RIM n ro Q p, CD to M FA f�D STATIONING �� NE CS r /L' IDENTIFIES FLOWLINE OF a \a RIM l �y N ' NORTH PIPE GRADE q ®� [l ml BECAUSE STATIONING n CDRIM 1 IDENTIFIES GUT - BETWEEN SSMH'S WAS p a OR FILL + FOR NORTH PIPE F� LESS THAN 400'. SPLIT p Q 1HE DIFFERENCE AND SET N IDENIIFIES FLONTINE OF I STAKE IN THE MIDDLE SOUTH PIPE GRADE p �Ijr1 n IDENIIFlES CUT - .ram o" cON � OR FILL + FOR SOUTH PIPE�rYN ySA1�" IM IDENTIFIES RIM GRADE HUB PAINTED GREEN, FLASH NTH p � IDENTIFIES CUT - 'ram `iP GROUND, NTH TACK OR BLACK DO S OFMACI = HUB PANTED GREEN BLUE WHISKERS OR BOD NAIL WITH BLUE WHISKERS- VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional; Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING CE) (SIDE FACING ) {QI q E NO ELAGGINC REQUIPELI o { IN LIED UP PINK PAINTED LATH N I a Pn BACK SE BACK (90[ FACM VLM V.) (SCE FAMNC FMW_) IDENTIFIES WICH IDE,1THE` ',4HICH PLANT END OF fHE 4NNG PUNT M ' �i END OF THE WING BEING STAYED BEING STAKED 7a HUE ELEVATION e p INLET STATION HU9 ELENATON e } (IF NOTED ON PLANS) t## 9, CIDEN7IFIES GP.ACE TO TOP OF CURB Tj10 O O IDENTIFIES GRADE FL TO FLOMINE �7 n A � —� DISTANCES FGR INLET'-S ^� STANDARD 10' - 16' RECESSED W - Ze STANDARD DOUBLE TD' - 26.67 HUB WITH TACK — — — — — — — RECESSED DOJBLE 10_ 32_GZ — — — — — — — — — — T'*- I I i I I 9ALHf OF INLET FI AIA.NHiJLE cG+� T�I RIlA .fix •! BAU, OF CURB BACK OF CURB FLOrALINE FACE OF INLET FACE OF INLET F'L.D'trUNE EDGE OF PAYDAENT EDGE OF FAN5AENT I I EDGE OF I'MEMENT EDGE Cf PAvilP ENT 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 VIII. Curb and Gutter Staking A. Centerline Staking —Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking —Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING q) t j oh o �l FRONT IoanFlEs ENo FRONT (SIDE FACING t) POINT OF a/c FRONT TNOQJr (SIDE FACING IBENTIilES 9TAR7 O PC.,(SIDE FACING Ft) N POW CF CURVATURE C 9C T a PTi: 4 I+ N y chi BACK IDErmPIEs OFFSET Is To TA � (SIDE FACING R.O,W.) BACK CF CURB OR F/C T FOR FACE OF CUR13 f p y T a III I ParJT t ;s�a E C III I N 4 , Ill I ICENTIFIES CRAVE ISM 2a I l I l II �T J TD TOP OF 0UR13 NO GRADE ON _ HUB ELEVATION o - RADIUS PANTS _— i I5 I k i 0 NO Ft AGING REQUIRED III LIEU OF FINK PAINTED LATH f / TOP OF CURB BACK. OF CURB FACE OF CURB''' L—'�—~s�•�{ ) FLUALI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 7 N N W � A O~7 (D O 0 I... O ID 07 � A M s3 mv O OO D m IN N I— c 'o cn m O " N C j 7 N GO R to '+ rt N � o O_ d m to O n X 'o 0 O) 10' O/S STAKE 10' O/S STAKE W/G RADE AT W/CRADE AT EVFN STATION EVEN STATION Q Q Q Q Q Q Q 50' WAX. DISTANCE 50' WAX. DISTANCE 50' MAX. DISTANCE 50' WAX. DISTANCE 50' MAX. DISTANCE � 50' WAX. DISTANCE I t I 1 1 1 I BACK OF CURB BACK OF CURB IF ARC LENGTH IS I GREATER THAN 100, O O A PCC OFFSET STAKE 50' MAX r� DISTANCE SHOULD BE SET ` �r10o/s STAKE 10' O/S WTRADE AT PC STAKE wEN�ADE C7 TION < �O� / 1STAXE w/cmADE AT PT 1 O• 30' RADIUS POINT WA40 GRADE < 2 3 ~ 10' O/S m STAKE W/GRADE AT d1 EVEN STATION 9A0( OMB I O i 50' MAX. DISTANCE i O 1S O/s y sT- u W= 1S�TAJ/, U• KE W/DRADE AT �3 EVEN STATION 1STAOiC/E WAT 10• lam �t�>30' RADIUS u POINT I;' < W/NO GRADE a m b 10' O/S — R ST 10 W/GRADE AT EVEN STATION TYP . FRONT (SIDE FACING �) TCK OF m �OFFSET IS TO CU BAR 0 s IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET DESCRIPTION PROP. STAKED -CUT + FILL -LT/+RT GRADE ELEV. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Survev A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 OF+ Vis 3mn Hamm Will, 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01—Attachment A — Survey Staking Standards.docx Page 20 of 22 �A 01mm - @ML lr.aATor Av STA037m - r2'M9. ararD Aar SIAO.Wpo - WWL LFLOYD M AEMWE & SNYASE EXIST. �N ago MW.WwArER WE VALVE E AMU�J4 CalwA CT TD Ek7si: aNATER rax TEE MSTA U h-W wM7 sms smoaw- irm / �r��IrrEEhafflz�yp -IrX I'MaCER WrAl4 V r Pic � l hfP E J7 \ M-6990VERl. BEMO LILF , 75 - aML + (`.-.+'j McsaawsPs , `• yD192 E-P.P UM794 E-22r-W-970 &AWM TEE �tj E YAfYEgP MLY7AKT NrLYSWT LEAD ILJVGffE VALVE 045 lot— lIL l 11. `�y V `' mc'ASr4lY+ a�j 'Y► L t r .0 v►ow. pryrr..r.s a % M na•CNOer LOr 2 nor �rorr wcir.rr AE11p'E Erse. Lr.d1+ e� ,rafr t. TAM -2 -' M•f?17+ � / �� � r l 5 -_.-- ------- - L-J771 EX. S s._5 rail9 / PROPOSED SAWARY 5.1 fia" & SAW" �- � SEE SHEET' 4 �N, ErZr.GArE VNYE STA O•JMMM - L2' 1-045-YF.Al.fim �dre.rewr.rrrrw Mfi917Lt U £•Y15165/5-VS"072 STA &MM - IZWL MM UV) STA 0173M - Ir A P60.9B - IW JJ Wsr" AISTNL AWAW rW"SOLID SLEEVE h RSYERT. LIEN! h f2 4rVfwr. nm 9 LF LF L29GVER PEE M M - M CMWMLT TO EY6T. IrWAMR E'2 LT E•22%3t U"m N-6WM52M E$2A63DRBT36 P, }--'ems=---•-�. _ .... rw- � -� 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 w 'Yjj2tii � . i _ ■L g A■ia�ri �� �� r G I'� 23.16.01—Attachment A —Survey Staking Standards.docx Page 22 of 22 O:\Spec: &K 29 10l- t 9f� 4� w IF/I R/Ir 4 SAYlrARY SEWER SEAVKE W1 CLEANWr f Marn 2AYTON RD. W. x E.r. 12 Nder IrW#EH UNE A - L-365+ It y I-AQ� -- STA. #WJD - BSS LW A • 1or _ EXIST. SrA.0,=L_3M- aw agrw rr �l►rr.e EXIST. SrA. ML--3654 �r4� IW"E EXIST n"v MNSTM)CT S If of B' S (LIE DE cair-CM AR & A I SW M/ MWISM PAOTECrAN l LYWNECr P".d-SN (NW) CDYM Cr PAOR N' SS (NELSW) TO PRORSS/M. ;y.FOlFA, T9 CITY MAP NO. 2018-380, 2018-3' MAPSCO PAGE NO.74N, S, T, W 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 \0171 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079,165 726.09 55MH RIM hl�-t -2,0M L 2 6946260.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038,306 726.85 GV RIM CdCP-b/&df� t�S 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM / tj 6 6946190.528 2296022.721 722.325 FH 7 6946136.012 2295992,115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM -TX, 0, CE-r-W,rl L 9 6946003.056 2295933.418 713.652 CO RIM 2 WE 1 t 2- 7- 10 6945994.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WMRIM 13 6945896.591 2295862,188 708.205 WM RIM�- �p 14 6945934.286 2295841,925 709.467 WM RIM 15 6945936.727 2295830,441 710.084 CO RIM 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817.488 2295827.011 708.392 55MH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM 1� 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM 70 27 6945519.834 2295619.49 732.689 WM RIM J 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643,145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM Po S 31 6945370.688 2295606.793 740.976 GV RIM SC 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206,483 2295529.305 751.058 WM RIM 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM J 40 6945049.02 2295527.345 752.257 55MH RIM of 41 6945041.024 2295552.675 751.79 WM RIM T 42 6945038.878 2295552.147 751.88 WM RIM �y Shy 43 6945006.397 2295518.135 752.615 WM RIM{f 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943,432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 7 N � W O Hs m CJY � O i+ O D LA j N � n m s 3 (D 0 3 0 CM �D z (D In N N C n M -mt. TI C71 N A � n 3 67 m 79. N d K a v N Cl fD d / X N v CD Nome wnten hoe 14waa FOa4W4s D*- Wm VIM An4641 It X CW CAN -It - A A "*I= Ai'- Dwnp Ted G- - � � IN-, I Bid Good Neutral ? nK - hqe B I II - M ' CA • A - W �*] a -*$ gg m'w k ceteet • S - % Y Explanatory... Followed lN... H Ink Ortete � FersM laMter Mnuftq,iron. Clipboard Fant ANg.-t Numb,, Styles Cills N31 _.. -G - -�- _. _........... ..... A 5 c D E F - - - „. t C E N N 1 - project Nine and Mmdw (Street Name] Meter Bolles Fke "V*41b 2 a15O.W"levem Not Fk.rl. Th-25a'_ f"G'w )Cmw"o. _ (Gtlry MWvaks Etrwdn{q StaF Ai `GFS(&Iq Cawia�we�Te Stan GMGdO C_WW s.Tmr aps"Coww"Us,Teut NYda-t vow 'maa.e Eke. 3 IIC4N0 NC QO2 UC42a2 MC 1302 NC 4N0 a N(Y).6934779.653a N(Y)-O34764.3970' I FyY)-693Q90-6950' N(Y).693479L030a 0.20.05 71610! ass.m all.v 0,71.42 73al55 EM-32095044m' E11M2320924SM' E(19.2S2M9.?W E(XI.320951.rw 5 I N(Ypm35913.4620 NIY)-as"494310' NIY)-6935979341D my).835579.15a0 6 11.531! 71A636 a9o.os 12.19.71 11.1931 714.433 E!)Q-2M.116640 E(X)-2SWM.630 EIXpN.'35979.1560 1 7 (E("320%24m I I WY).6935952.6340' N(Y)-693469t1250' N(Y).6996659_WW N(t).893QM.9910' 6 nazn n1.a69 a9o.ss 2a9s.n 2a9on 78ts4r E(X)-30966. 262W Elq•232m60 -1410' E(q650' •2320960.4 E()Q-n2M4250' 9 I Nm-6935 una. my).69346541750' N(Y)-69374921U0' NM-693749LSW 10 11-22.93 1M.4 C-952D 27.3265 27.32.33 69638 Elq•32m399m' E(X)-232C9U.E97a EI,X)-252097LS930' I- 11 IE(XI.326397.UW' I 31 NIY!-6935974.7470' 11fY}�931855.453D' I 22.317 715.m1 096.07 13 E(X)-3209421170' fl)Q-32092LS70' II 14 N(Y).fi9366111340' NM-%349S9_S3m' I - 20-51.69 701.155 1.99.66 15 0*32m359070' INIY).6937494529a I JEOQ-232NW.0760' I III .� 16 WY).ff%9621570 17.55.00 IE(>n'27211970.5430' 697A71 I 1.02.15 `EIXN32WI1.615a 17. _ - 017423-1 CLEANING Pagel of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 017423-3 CLEANING Page 3 of4 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City W$S NO.07.05 Revised July 1, 2011 City Project No. 00969 017423-4 CLEANING Page 4 of 4 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS t8 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 28 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 29 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 CITY OF FORT WORTH TRV— Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 22, 2021 City Project No. 00969 01 7719 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 01 78 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 9 a Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 city. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 22, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 22, 2021 City Project No. 00969 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/z inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten 38 d. Drawings CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: CITY OF FORT WORTH TRV -- Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 1) Proper procedures in event of failure 2 2) Instances which might affect validity of warranties or bonds 3 C. Manual for Materials and Finishes 4 1. Submit 5 copies of complete manual in final form. 5 2. Content, for architectural products, applied materials and finishes: 6 a. Manufacturer's data, giving full information on products 7 1) Catalog number, size, composition 8 2) Color and texture designations 9 3) Information required for reordering special manufactured products 10 b. Instructions for care and maintenance 11 1) Manufacturer's recommendation for types of cleaning agents and methods 12 2) Cautions against cleaning agents and methods which are detrimental to 13 product 14 3) Recommended schedule for cleaning and maintenance 15 3. Content, for moisture protection and weather exposure products: 16 a. Manufacturer's data, giving full information on products 17 1) Applicable standards 18 2) Chemical composition 19 3) Details of installation 20 b. Instructions for inspection, maintenance and repair 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 k. Other data as required under pertinent Sections of Specifications 2 3. Content, for each electric and electronic system, as appropriate: 3 a. Description of system and component parts 4 1) Function, normal operating characteristics, and limiting conditions 5 2) Performance curves, engineering data and tests 6 3) Complete nomenclature and commercial number of replaceable parts 7 b. Circuit directories of panelboards 8 1) Electrical service 9 2) Controls 10 3) Communications 11 c. As installed color coded wiring diagrams 12 d. Operating procedures 13 1) Routine and normal operating instructions 14 2) Sequences required 15 3) Special operating instructions 16 e. Maintenance procedures 17 1) Routine operations 18 2) Guide to "trouble shooting" 19 3) Disassembly, repair and reassembly 20 4) Adjustment and checking 21 f. Manufacturer's printed operating and maintenance instructions 22 g. List of original manufacturer's spare parts, manufacturer's current prices, and 23 recommended quantities to be maintained in storage 24 h. Other data as required under pertinent Sections of Specifications 25 4. Prepare and include additional data when the need for such data becomes apparent 26 during instruction of City's personnel. 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Provide operation and maintenance data by personnel with the following criteria: 31 1. Trained and experienced in maintenance and operation of described products 32 2. Skilled as technical writer to the extent required to communicate essential data 33 3. Skilled as draftsman competent to prepare required drawings 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 35 1.11 FIELD [SITE] CONDITIONS [NOT USED] 36 1.12 WARRANTY [NOT USED] 37 PART 2 - PRODUCTS [NOT USED] 38 PART 3 - EXECUTION [NOT USED] 39 END OF SECTION CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO, 07.05 Revised December 20, 2012 City Project No. 00969 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY 017839-1 PROJECT RECORD DOCUMENTS Page I of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised July 1, 2011 City Project No. 00969 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH TRV — Section 1: Pail 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and With the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised July 1, 2011 City Project No. 00969 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0241 14 - 1 UTILITY REMOVAL/ABANDONMENT Page 1 of 16 SECTION 02 4114 UTILITY REMOVAL/ABANDONMENT A. Section Includes: 1. Direction for the removal, abandonment or salvaging of the following utilities: a. Cathodic Protection Test Stations b. Water Lines c. Gate Valves d. Water Valves e. Fire Hydrants f. Water Meters and Meter Box g. Water Sampling Station h. Concrete Water Vaults i. Sanitary Sewer Lines j. Sanitary Sewer Manholes k. Sanitary Sewer Junction Boxes 1. Storm Sewer Lines in. Storm Sewer Manhole Risers n. Storm Sewer Junction Boxes o. Storm Sewer Inlets p. Box Culverts q. Headwalls and Safety End Treatments r. Trench Drains B. Deviations from this City of Fort Worth Standard Specification 1. Added 1.5.A & B — General Submittal Requirements. 2. Added 1.6.A.1— Added requirement for contractor to submit calculations for anticipated grout installation. 3. Added 1.6.A.2 — Added requirement for dailv reporting of grout volumes, pressures, problems, etc. 4. Added 3.4.C.3.a.1— Indicating Select Fill is required within future bvpass channel. 5. Added 3.4.C.4.b.1 — Indicating Select Fill is required within future bvpass channel. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 6. Section 33 11 11 — Ductile Iron Fittings 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 0241 14-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 16 1 8. Section 33 11 14 — Buried Steel Pipe and Fittings 2 9. Section 33 12 25 — Connection to Existing Water Mains 3 1.2 PRICE AND PAYMENT PROCEDURES 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 A. Utility Lines 1. Abandonment of Utility Line by Grouting a. Measurement 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a. Measurement 1) This Item is considered subsidiary the proposed utility line being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation will be allowed. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14 - 3 UTILITY REMOVAL/ABANDONMENT Page 3 of 16 4. Manhole Abandonment a. Measurement 1) Measurement for this Item will be per each manhole to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Abandon Manhole" for: a) Various diameters b) Various types c. The price bid shall include: 1) Removal and disposal of manhole cone 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Concrete 5) Acceptable material for backfilling manhole void 6) Pavement removal 7) Excavation 8) Hauling 9) Disposal of excess materials 10) Furnishing, placement and compaction of backfill 11) Surface restoration 12) Clean-up 5. Cathodic Test Station Abandonment a. Measurement 1) Measurement for this Item will be per each cathodic test station to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' shall be paid for at the unit price bid per each "Abandon Cathodic Test Station". c. The price bid shall include: 1) Abandon cathodic test station 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up B. Water Lines and Appurtenances 1. Installation of a Water Line Pressure Plug a. Measurement 1) Measurement for this Item shall be per each pressure plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' shall be paid for at the unit price bid for each "Pressure Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pressure plug CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 16 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Water Valve Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water valve to be removed and salvaged. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14 - 5 UTILITY REMOVAL/ABANDONMENT Page 5 of 16 b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and Salvage of valve 2) CLSM 3) Delivery to City 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 5. Water Valve Abandonment a. Measurement 1) Measurement for this Item will be per each water valve to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Abandon Water Valve" for: a) Various Sizes c. The price bid shall include: 1) Abandonment of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 6. Fire Hydrant Removal and Salvage a. Measurement 1) Measurement for this Item will be per each fire hydrant to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Fire Hydrant". c. The price bid shall include: 1) Removal and salvage of fire hydrant 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 7. Water Meter Removal and Salvage a. Measurement CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00%9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14 - 6 UTILITY REMOVAL/ABANDONMENT Page 6 of 16 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Meter" for: a) Various sizes 2) If a "Water Meter Service Relocate" is performed in accordance with Section 33 12 10, removal and salvage or disposal of the existing (2-inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 8. Water Sampling Station Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water sampling station to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Sampling Station". c. The price bid shall include: 1) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 9. Concrete Water Vault Removal a. Measurement 1) Measurement for this Item will be per each concrete water vault to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Concrete Water Vault". c. The price bid shall include: 1) Removal and disposal of concrete water vault 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable 4) Removal, salvage and delivery of any water meters to City, if applicable CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0241 14 - 7 UTILITY REMOVAL/ABANDONMENT Page 7 of 16 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backfill 10) Clean-up C. Sanitary Sewer Lines and Appurtenances 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Sewer Abandonment Plug" for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Sewer Manhole" for: a) Various diameters c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 3. Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment CITY OF FORT WORTH TRV — Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 16 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Manhole Riser" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Storm Sewer Junction Box Removal CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14 - 9 UTILITY REMOVAL/ABANDONMENT Page 9 of 16 a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Junction Box" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Storm Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Storm Junction Structure" location. c. The price bid shall include: 1) Removal and disposal of junction structure 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 5. Storm Sewer Inlet Removal a. Measurement 1) Measurement for this Item will be per each storm sewer inlet to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Inlet" for: a) Various types b) Various sizes c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14 - 10 UTILITY REMOVAL/ABANDONMENT Page 10 of 16 6) Furnishing, placement and compaction of backfill 7) Clean-up 6. Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing storm sewer box to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' shall be paid for at the unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 7. Headwall/SET Removal a. Measurement 1) Measurement for this Item will be per each headwall or safety end treatment (SET) to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' shall be paid for at the unit price bid per each "Remove Headwall/SET". c. The price bid shall include: 1) Removal and disposal of Headwall/SET 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 8. Trench Drain Removal a. Measurement 1) Measurement for this Item shall be per linear foot of storm sewer trench drain to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' shall be paid for at the unit price bid per linear foot of "Remove Trench Drain" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of storm sewer line 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 0241 14- 11 UTILITY REMOVAL/ABANDONMENT Page 11 of 16 1 7) Clean-up 2 1.3 REFERENCES [NOT USED] 3 1.4 ADMINISTRATIVE REQUIREMENTS 4 A. Coordination 5 1. Contact Inspector and the Water Department Field Operation Storage Yard for 6 coordination of salvage material return. 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 0133 00. 9 B. All submittals shall be approved by the City prior to delivery. 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 11 A. Shop Drawings 12 1. Submit calculations indicating anticipated volumes of grout to be pumped for 13 each application and reach grouted. 14 2. Reports and Records: 15 a. Maintain and submit daily logs of grouting operations. including: 16 1) Grouting locations, pressures, volumes. grout miz pumped, time of 17 pumping, and any problems or unusual observations on logs. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING 22 A. Storage and Handling Requirements 23 1. Protect and salvage all materials such that no damage occurs during delivery to the 24 City. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 0241 14 - 12 UTILITY REMOVAL/ABANDONMENT Page 12 of 16 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. General 1. Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 OS 10. c. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backfill manhole void in accordance with City Standard Details. B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile Iron Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: a) A fabricated plug restrained by welding or by a Snap Ring in accordance with Section 33 11 13; or b) A blind flange in accordance with Section 33 11 13 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0241 14- 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 16 3) Perform Cut and Plug in accordance with Section 33 12 25. d. Buried Steel Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug using: a) A fabricated plug restrained by welding in accordance with Section 33 11 14; or b) A blind flange in accordance with Section 33 11 14 3) Perform Cut and Plug in accordance with Section 33 12 25. 2. Water Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Plug with CLSM in accordance with Section 03 34 13. 3. Water Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater from existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 4. Water Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. 5. Water Valve Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of valve bonnet, wedge and stem. c. Fill valve body with CLSM in accordance with Section 03 34 13. 6. Water Valve Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove valve bonnet, wedge and stem. c. Deliver salvaged material to the Water Department Field Operation Storage Yard. d. Protect salvaged materials from damage. e. Fill valve body with CLSM in accordance with Section 03 34 13. 7. Water Valve Abandonment a. Excavate and backfill in accordance with Section 33 05 10. b. Remove the top 2 feet of the valve stack and any valve extensions. c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 8. Fire Hydrant Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove Fire Hydrant. c. Place abandonment plug on fire hydrant lead line. d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage Yard. e. Protect salvaged materials from damage. 9. Water Meter Removal and Salvage a. Remove and salvage water meter. b. Return salvaged meter to Project Representative. c. City will provide replacement meter for installation. d. Meter Box and Lid CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 0241 14- 14 UTILITY REMOVAL/ABANDONMENT Page 14 of 16 1 1) Remove and salvage cast iron meter box lid. 2 2) Remove and dispose of any non -cast iron meter box lid. 3 3) Return salvaged material to the Water Department Field Operation Storage 4 Yard. 5 4) Remove and dispose of meter box. 6 10. Water Sample Station Removal and Salvage 7 a. Remove and salvage existing water sample station. 8 b. Deliver salvaged material to the Water Department Field Operation Storage 9 Yard. 10 11. Concrete Water Vault Removal 11 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Remove and salvage vault lid. 13 c. Remove and salvage valves. 14 d. Remove and salvage meters. 15 e. Deliver salvaged material to the Water Department Field Operation Storage 16 Yard. 17 f. Remove and dispose of any piping or other appurtenances. 18 g. Demolish and remove entire concrete vault. 19 h. Dispose of all excess materials. 20 12. Cathodic Test Station Abandonment 21 a. Excavate and backfill in accordance with Section 33 05 10 22 b. Remove the top 2 feet of the cathodic test station stack and contents. 23 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 24 C. Sanitary Sewer Lines and Appurtenances 25 1. Sanitary Sewer Line Abandonment Plug 26 a. Excavate and backfill in accordance with Section 33 05 10. 27 b. Remove and dispose of any sewage. 28 c. Plug with CLSM in accordance with Section 03 34 13. 29 2. Sanitary Sewer Line Abandonment by Grouting 30 a. Excavate and backfill in accordance with Section 33 05 10. 31 b. Dewater and dispose of any sewage from the existing line to be grouted. 32 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 33 or CLSM in accordance with 03 34 13. 34 d. Dispose of any excess material. 35 3. Sanitary Sewer Line Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 1) Removals within the future bvnass channel shall be backfilled with 38 Select Fill in accordance with Section 33 05 10 and as indicated in the 39 drawings. 40 b. Cut existing line from the utility system prior to removal. 41 c. Cut any services prior to removal. 42 d. Remove existing pipe line and properly dispose as approved by City. 43 4. Sanitary Sewer Manholes Removal 44 a. All sanitary sewer manholes that are to be taken out of service are to be 45 removed unless specifically requested and/or approved by City. 46 b. Excavate and backfill in accordance with Section 33 05 10. 47 1) Removals within the future bvnass channel shall be backfilled with 48 Select Fill in accordance with Section 33 05 10 and as indicated in the 49 drawings. CITY OF FORT WORTH TRY— Section 1: Part 10— Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO, 07.05 Revised December 20, 2012 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0241 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 16 c. Remove and salvage manhole frame and cover. d. Deliver salvaged material to the Water Department Field Operation Storage. e. Demolish and remove entire concrete manhole. f. Cut and plug sewer lines to be abandoned. 5. Sanitary Sewer Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage manhole frame and cover. c. Deliver salvaged material to the Water Department Field Operation Storage. d. Demolish and remove entire concrete manhole. e. Cut and plug sewer lines to be abandoned. D. Storm Sewer Lines and Appurtenances 1. Storm Sewer Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater line. c. Plug with CLSM in accordance with Section 03 34 13. 2. Storm Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Storm Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and properly dispose as approved by City. 4. Storm Sewer Manhole Removal a. All storm sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Demolish and remove entire concrete manhole. d. Cut and plug storm sewer lines to be abandoned. 5. Storm Sewer Junction Box and/or Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete structure. c. Cut and plug storm sewer lines to be abandoned. 6. Storm Sewer Inlet Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 7. Storm Sewer Box Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. 8. Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 9. Storm Sewer Trench Drain Removal CITY OF FORT WORTH TRV — Section l: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 0241 14 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 of 16 1 a. Excavate and backfill in accordance with Section 33 05 10. 2 b. Remove existing pipe line and dispose as approved by City. 3 3.5 REPAIR / RESTORATION [NOT USED] 4 3.6 RE -INSTALLATION [NOT USED] 5 3.7 FIELD [oR] SITE QUALITY CONTROL 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.C.3.c. — Include Frame and Cover in Payment description 12/20/12 D. Johnson Throughout— added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 I 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 03 30 00 CAST -IN -PLACE CONCRETE 03 30 00 - 1 CAST -IN -PLACE CONCRETE Page 1 of 24 5 A. Section Includes: 6 1. Cast -in place concrete, including formwork, reinforcement, concrete materials, 7 mixture design, placement procedures and finishes, for the following: 8 a. Piers 9 b. Footings 10 c. Slabs -on -grade 11 d. Foundation walls 12 e. Retaining walls (non TxDOT) 13 f. Suspended slabs 14 g. Blocking 15 h. Cast -in -place manholes 16 i. Concrete vaults for meters and valves 17 j. Concrete encasement of utility lines 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. Modified 3.7.E.3.b and c 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Cast -in -Place Concrete 25 1. Measurement 26 a. This Item is considered subsidiary to the structure or Items being placed. 27 2. Payment 28 a. The work performed and the materials furnished in accordance with this Item 29 are subsidiary to the structure or Items being placed and no other compensation 30 will be allowed. 31 1.3 REFERENCES 32 A. Definitions 33 1. Cementitious Materials 34 a. Portland cement alone or in combination with 1 or more of the following: 35 1) Blended hydraulic cement 36 2) Fly ash 37 3) Other pozzolans 38 4) Ground granulated blast -furnace slag 39 5) Silica fume 40 b. Subject to compliance with the requirements of this specification 41 B. Reference Standards CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 2 CAST -IN -PLACE CONCRETE Page 2 of 24 1 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. American Association of State Highway and Transportation (AASHTO): 5 a. M182, Burlap Cloth Made from Jute or Kenaf. 6 3. American Concrete Institute (ACI): 7 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 8 b. ACI 301 Specifications for Structural Concrete 9 c. ACI 305.1 Specification for Hot Weather Concreting 10 d. ACI 306.1 Standard Specification for Cold Weather Concreting 11 e. ACI 308.1 Standard Specification for Curing Concrete 12 f. ACI 318 Building Code Requirements for Structural Concrete 13 g. ACI 347 Guide to Formwork for Concrete 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 4. American Institute of Steel Construction (AISC): a. 303, Code of Standard Practice for Steel Buildings and Bridges. 5. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware. c. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting Materials for High -Temperature Service and Other Special Purpose Applications. d. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement. e. A706, Standard Specification for Low -Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. g. C33, Standard Specification for Concrete Aggregates. h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. j. C94, Standard Specification for Ready -Mixed Concrete. k. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-inch or {50-milimeter] Cube Specimens) 1. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. in. C171, Standard Specification for Sheet Materials for Curing Concrete. n. C 150, Standard Specification for Portland Cement. o. C 172, Standard Practice for Sampling Freshly Mixed Concrete. p. C219, Standard Terminology Relating to Hydraulic Cement. q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. r. C260, Standard Specification for Air -Entraining Admixtures for Concrete. s. C309, Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete. t. C494, Standard Specification for Chemical Admixtures for Concrete. u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. CITY OF FORT WORTH TRV —Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 033000-3 CAST -IN -PLACE CONCRETE Page 3 of 24 1 v. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 2 Concrete. 3 w. C989, Standard Specification for Ground Granulated Blast -Furnace Slag for 4 Use in Concrete and Mortars. 5 x. C 1017, Standard Specification for Chemical Admixtures for Use in Producing 6 Flowing Concrete. 7 y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened 8 Concrete. 9 z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 10 Cement Concrete. 11 aa. C 1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. 12 bb. El 155, Standard Test Method for Determining FF Floor Flatness and FL Floor 13 Levelness Numbers. 14 cc. F436, Standard Specification for Hardened Steel Washers. 15 6. American Welding Society (AWS). 16 a. D1.1, Structural Welding Code -Steel. 17 b. D I A, Structural Welding Code -Reinforcing Steel. 18 7. Concrete Reinforcing Steel Institute (CRSI) 19 a. Manual of Standard Practice 20 8. Texas Department of Transportation 21 a. Standard Specification for Construction and Maintenance of Highways, Streets 22 and Bridges 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Work Included 25 1. Design, fabrication, erection and stripping of formwork for cast -in -place concrete 26 including shoring, reshoring, falsework, bracing, proprietary forming systems, 27 prefabricated forms, void forms, permanent metal forms, bulkheads, keys, 28 blockouts, sleeves, pockets and accessories. 29 a. Erection shall include installation in formwork of items furnished by other 30 trades. 31 2. Furnish all labor and materials required to fabricate, deliver and install 32 reinforcement and embedded metal assemblies for cast -in -place concrete, including 33 steel bars, welded steel wire fabric, ties, supports and sleeves. 34 3. Furnish all labor and materials required to perform the following: 35 a. Cast -in -place concrete 36 b. Concrete mix designs 37 c. Grouting 38 1.5 SUBMITTALS 39 A. Submittals shall be in accordance with Section 01 33 00. 40 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 41 specials. 42 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 43 A. Product Data 44 1. Required for each type of product indicated CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City W13S NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 4 CAST -IN -PLACE CONCRETE Page 4 of 24 1 B. Design Mixtures 2 1. For each concrete mixture submit proposed mix designs in accordance with ACI 3 318, chapter 5. 4 2. Submit each proposed mix design with a record of past performance. 5 3. Submit alternate design mixtures when characteristics of materials, Project condi- 6 tions, weather, test results or other circumstances warrant adjustments. 7 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 8 a. Include this quantity on delivery ticket. 9 C. Steel Reinforcement Submittals for Information 10 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- 11 ical analysis. 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE 15 A. Manufacturer Qualifications 16 1. A firm experienced in manufacturing ready -mixed concrete products and that com- 17 plies with ASTM C94 requirements for production facilities and equipment 18 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 19 Concrete Production Facilities" 20 B. Source Limitations 21 1. Obtain each type or class of cementitious material of the same brand from the same 22 manufacturer's plant, obtain aggregate from I source and obtain admixtures through 23 1 source from a single manufacturer. 24 C. ACI Publications 25 1. Comply with the following unless modified by requirements in the Contract Docu- 26 ments: 27 a. ACI 301 Sections 1 through 5 28 b. ACI117 29 D. Concrete Testing Service 30 1. Engage a qualified independent testing agency to perform material evaluation tests. 31 1.10 DELIVERY, STORAGE, AND HANDLING 32 A. Steel Reinforcement 33 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 34 2. Avoid damaging coatings on steel reinforcement. 35 B. Waterstops 36 1. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other 37 contaminants. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 033000-5 CAST -IN -PLACE CONCRETE Page 5 of 24 1.11 FIELD CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 PRODUCT TYPES AND MATERIALS 6 A. Manufacturers 7 1. In other Part 2 articles where titles below introduce lists, the following requirements 8 apply to product selection: 9 a. Available Products: Subject to compliance with requirements, products that 10 may be incorporated into the Work include, but are not limited to, products 1 I specified. 12 b. Available Manufacturers: Subject to compliance with requirements, 13 manufacturers offering products that may be incorporated into the Work 14 include, but are not limited to, manufacturers specified. 15 B. Form -Facing Materials 16 1. Rough -Formed Finished Concrete 17 a. Plywood, lumber, metal or another approved material 18 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit. 19 2. Chamfer Strips 20 a. Wood, metal, PVC or rubber strips 21 b. 3/4-inch x 3/4-inch, minimum 22 3. Rustication Strips 23 a. Wood, metal, PVC or rubber strips 24 b. Kerfed for ease of form removal 25 4. Form -Release Agent 26 a. Commercially formulated form -release agent that will not bond with, stain or 27 adversely affect concrete surfaces 28 b. Shall not impair subsequent treatments of concrete surfaces 29 c. For steel form -facing materials, formulate with rust inhibitor. 30 5. Form Ties 31 a. Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced 32 plastic form ties designed to resist lateral pressure of fresh concrete on forms 33 and to prevent spalling of concrete on removal. 34 b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane 35 of exposed concrete surface. 36 c. Furnish ties that, when removed, will leave holes no larger than 1 inch in 37 diameter in concrete surface. 38 d. Furnish ties with integral water -barrier plates to walls indicated to receive 39 dampproofing or waterproofing. 40 C. Steel Reinforcement 41 1. Reinforcing Bars 42 a. ASTM A615, Grade 60, deformed 43 D. Reinforcement Accessories CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City W13S NO. 07.05 Revised March 11, 2022 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 033000-6 CAST -IN -PLACE CONCRETE Page 6 of 24 1. Smooth Dowel Bars a. ASTM A615, Grade 60, steel bars (smooth) b. Cut bars true to length with ends square and free of burrs. 2. Bar Supports a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire reinforcement in place b. Manufacture bar supports from steel wire, plastic or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 1) For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected steel wire or CRSI Class 2 stainless -steel bar supports. 2) For slabs -on -grade, provide sand plates, horizontal runners or precast concrete blocks on bottom where base material will not support chair legs or where vapor barrier has been specified. E. Embedded Metal Assemblies 1. Steel Shapes and Plates: ASTM A36 2. Headed Studs: Heads welded by full -fusion process, as furnished by TRW Nelson Stud Welding Division or approved equal F. Expansion Anchors 1. Available Products a. Wej-it Bolt, Wej-it Corporation, Tulsa, Oklahoma b. Kwik Bolt II, Hilti Fastening Systems, Tulsa, Oklahoma c. Trubolt, Ramset Fastening Systems, Paris, Kentucky G. Adhesive Anchors and Dowels 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system into hardened concrete or grout -filled masonry. a. The adhesive system shall use a 2-component adhesive mix and shall be injected with a static mixing nozzle following manufacturer's instructions. b. The embedment depth of the rod shall provide a minimum allowable bond strength that is equal to the allowable yield capacity of the rod, unless otherwise specified. 2. Available Products a. Hilti HIT HY 150 Max b. Simpson Acrylic -Tie c. Powers Fasteners AC 100+ Gold 3. Threaded Rods: ASTM A193 a. Nuts: ASTM A563 hex carbon steel b. Washers: ASTM F436 hardened carbon steel c. Finish: Hot -dip zinc coating, ASTM A153, Class C H. Inserts Provide metal inserts required for anchorage of materials or equipment to concrete construction where not supplied by other trades: a. In vertical concrete surfaces for transfer of direct shear loads only, provide adjustable wedge inserts of malleable cast iron complete with bolts, nuts and washers. 1) Provide Y4-inch bolt size, unless otherwise indicated. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised March 11, 2022 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 033000-7 CAST -IN -PLACE CONCRETE Page 7 of 24 b. In horizontal concrete surfaces and whenever inserts are subject to tension forces, provide threaded inserts of malleable cast iron furnished with full depth bolts. 1) Provide 3/4-inch bolt size, unless otherwise indicated. I. Concrete Materials Cementitious Material a. Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1) Portland Cement a) ASTM C 150, Type I/II, gray b) Supplement with the following: (1) Fly Ash (a) ASTM C618, Class C or F (2) Ground Granulated Blast -Furnace Slag (a) ASTM C989, Grade 100 or 120. 2) Silica Fume a) ASTM C 1240, amorphous silica 3) Normal -Weight Aggregates a) ASTM C33, Class 3S coarse aggregate or better, graded b) Provide aggregates from a single source. 4) Maximum Coarse -Aggregate Size a) 3/4-inch nominal 5) Fine Aggregate a) Free of materials with deleterious reactivity to alkali in cement 6) Water a) ASTM C94 and potable J. Admixtures 1. Air -Entraining Admixture a. ASTM C260 2. Chemical Admixtures a. Provide admixtures certified by manufacturer to be compatible with other ad- mixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. b. Do not use calcium chloride or admixtures containing calcium chloride. c. Water -Reducing Admixture 1) ASTM C494, Type A d. Retarding Admixture 1) ASTM C494, Type B e. Water -Reducing and Retarding Admixture 1) ASTM C494, Type D f. High -Range, Water -Reducing Admixture 1) ASTM C494, Type F g. High -Range, Water -Reducing and Retarding Admixture 1) ASTM C494, Type G h. Plasticizing and Retarding Admixture 1) ASTM C1017, Type II K. Waterstops 1. Self -Expanding Butyl Strip Waterstops CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No 00969 033000-8 CAST -IN -PLACE CONCRETE Page 8 of 24 1 a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium 2 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4- 3 inch x 1-inch. 4 b. Available Products 5 1) Colloid Environmental Technologies Company; Volclay Waterstop-RX 6 2) Concrete Sealants Inc.; Conseal CS-231 7 3) Greenstreak; Swellstop 8 4) Henry Company, Sealants Division; Hydro -Flex 9 5) JP Specialties, Inc.; Earthshield Type 20 10 . 6) Progress Unlimited, Inc.; Superstop 11 7) TCMiraDRI; Mirastop 12 L. Curing Materials 13 1. Absorptive Cover 14 a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing 15 approximately 9 ounces/square yard when dry 16 2. Moisture -Retaining Cover 17 a. ASTM C 171, polyethylene film or white burlap -polyethylene sheet 18 3. Water 19 a. Potable 20 4. Clear, Waterborne, Membrane -Forming Curing Compound 21 a. ASTM C309, Type 1, Class B, dissipating 22 b. Available Products 23 1) Anti -Hydro International, Inc.; AH Curing Compound #2 DR WB 24 2) Burke by Edoco; Aqua Resin Cure 25 3) ChemMasters; Safe -Cure Clear 26 4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior 27 Company; W.B. Resin Cure 28 5) Dayton Superior Corporation; Day Chem Rez Cure (J-I I-W) 29 6) Euclid Chemical Company (The); Kurez DR VOX 30 7) Kaufman Products, Inc.; Thinfilm 420 31 8) Lambert Corporation; Aqua Kure -Clear 32 9) L&M Construction Chemicals, Inc.; L&M Cure R 33 10) Meadows, W. R., Inc.; 1100 Clear 34 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E 35 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 36 13) Tamms Industries, Inc.; Horncure WB 30 37 14) Unitex; Hydro Cure 309 38 15) US Mix Products Company; US Spec Maxcure Resin Clear 39 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 40 M. Related Materials 41 1. Bonding Agent 42 a. ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene 43 butadiene 44 2. Epoxy Bonding Adhesive 45 a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding 46 to damp surfaces, of class suitable for application temperature and of grade to 47 suit requirements, and as follows: 48 1) Types I and II, non -load bearing CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 033000-9 CAST -IN -PLACE CONCRETE Page 9 of 24 1 2) IV and V, load bearing, for bonding 2 3) Hardened or freshly mixed concrete to hardened concrete 3 3. Reglets 4 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet 5 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete 6 or debris. 7 4. Sleeves and Blockouts 8 a. Formed with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber 9 tubes or wood 10 5. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages 11 a. Sized as required 12 b. Shall be of strength and character to maintain formwork in place while placing 13 concrete 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 N. Repair Materials 1. Repair Underlayment a. Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses of 1/8 inch or greater 1) Do not feather. b. Cement Binder 1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C219 c. Primer 1) Product of underlayment manufacturer recommended for substrate, condi- tions, and application d. Aggregate 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer e. Compressive Strength 1) Not less than 4100 psi at 28 days when tested according to ASTM C109/C109M 2. Repair Overlayment a. Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses of 1/8 inch or greater 1) Do not feather. b. Cement Binder 1) ASTM C150, C595 Portland cement, Portland -Limestone Cement or hy- draulic or blended hydraulic cement as defined in ASTMC219 c. Primer 1) Product of topping manufacturer recommended for substrate, conditions, and application d. Aggregate 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommend- ed by topping manufacturer e. Compressive Strength 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 O. Concrete Mixtures, General Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 10 CAST -IN -PLACE CONCRETE Page 10 of 24 1 a. Required average strength above specified strength 2 1) Based on a record of past performance 3 a) Determination of required average strength above specified strength 4 shall be based on the standard deviation record of the results of at least 5 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 6 by the larger amount defined by formulas 5-1 and 5-2. 7 2) Based on laboratory trial mixtures 8 a) Proportions shall be selected on the basis of laboratory trial batches 9 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 10 average strength greater than the specified strength fc by the amount 11 defined in table 5.3.2.2. 12 3) Proportions of ingredients for concrete mixes shall be determined by an in- 13 dependent testing laboratory or qualified concrete supplier. 14 4) For each proposed mixture, at least 3 compressive test cylinders shall be 15 made and tested for strength at the specified age. 16 a) Additional cylinders may be made for testing for information at earlier 17 ages. 18 2. Cementitious Materials 19 a. Limit percentage, by weight, of cementitious materials other than portland ce- 20 ment in concrete as follows, unless specified otherwise: 21 1) Fly Ash: 25 percent 22 2) Combined Fly Ash and Pozzolan: 25 percent 23 3) Ground Granulated Blast -Furnace Slag: 50 percent 24 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace 25 Slag: 50 percent 26 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per- 27 cent 28 6) Silica Fume: 10 percent 29 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or 30 pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- 31 cent 32 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, 33 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 34 percent and silica fume not exceeding 10 percent 35 3. Limit water-soluble, chloride -ion content in hardened concrete to: 36 a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides 37 (typical) 38 b. 0.15 percent by weight if concrete will be exposed to chlorides 39 c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be 40 continually dry and protected. 41 4. Admixtures 42 a. Use admixtures according to manufacturer's written instructions. 43 b. Do not use admixtures which have not been incorporated and tested in accepted 44 mixes. 45 c. Use water -reducing high -range water -reducing or plasticizing admixture in 46 concrete, as required, for placement and workability. 47 d. Use water -reducing and retarding admixture when required by high 48 temperatures, low humidity or other adverse placement conditions. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 11 CAST -IN -PLACE CONCRETE Page 11 of 24 1 e. Use water -reducing admixture in pumped concrete, concrete for heavy -use 2 industrial slabs and parking structure slabs, concrete required to be watertight, 3 and concrete with a water-cementitious materials ratio below 0.50. 4 f. Use corrosion -inhibiting admixture in concrete mixtures where indicated. 5 P. Concrete Mixtures 6 1. Refer to TxDOT "Standard Specifications for Construction and Maintenance of 7 Highways, Streets, and Bridges" for: 8 a. Culverts 9 b. Headwalls 10 c. Wingwalls 11 2. Proportion normal -weight concrete mixture as follows: 12 a. Minimum Compressive Strength: 3,000 psi at 28 days 13 b. Maximum Water-Cementitious Materials Ratio: 0.50 14 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 15 inches before adding high -range water -reducing admixture or plasticizing 16 admixture, plus or minus 1 inch 17 d. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4- 18 inch nominal maximum aggregate size 19 Q. Fabricating Reinforcement 20 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 21 R. Fabrication of Embedded Metal Assemblies 22 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or 23 punching. Holes shall not be made by or enlarged by burning. Welding shall be in 24 accordance with AWS D1.1. 25 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized. 26 All other metal assemblies shall be either hot dip galvanized or painted with an 27 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound 28 installed in accordance with the manufacturer's instructions. Repair painted 29 assemblies after welding with same type of paint. 30 S. Concrete Mixing 31 1. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to 32 ASTM C94, and furnish batch ticket information. 33 a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing 34 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is 35 above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 36 2. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete 37 according to ASTM C94/C94M. Mix concrete materials in appropriate drum -type 38 batch machine mixer. 39 a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 40 minutes, but not more than 5 minutes after ingredients are in mixer, before any 41 part of batch is released. 42 b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 43 seconds for each additional 1 cubic yard. 44 c. Provide batch ticket for each batch discharged and used in the Work, indicating 45 Project identification name and number, date, mixture type, mixture time, 46 quantity, and amount of water added. Record approximate location of final 47 deposit in structure. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO, 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 12 CAST -IN -PLACE CONCRETE Page 12 of 24 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 A. Formwork 1. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. 2. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. a. Vertical alignment 1) Lines, surfaces and arises less than 100 feet in height - 1 inch. 2) Outside corner of exposed corner columns and control joints in concrete exposed to view less than 100 feet in height - 1/2 inch. 3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the height but not more than 6 inches. 4) Outside corner of exposed corner columns and control joints in concrete exposed to view greater than 100 feet in height - 1 /2000 times the height but not more than 3 inches. b. Lateral alignment 1) Members -I inch. 2) Centerline of openings 12 inches or smaller and edge location of larger openings in slabs - 1/2 inch. 3) Sawcuts, joints, and weakened plane embedments in slabs - 3/4 inch. c. Level alignment 1) Elevation of slabs -on -grade - 3/4 inch. 2) Elevation of top surfaces of formed slabs before removal of shores - 3/4 inch. 3) Elevation of formed surfaces before removal of shores - 3/4 inch. d. Cross -sectional dimensions: Overall dimensions of beams, joists, and columns and thickness of walls and slabs. 1) 12 inch dimension or less - plus 1/2 inch to minus 1/4 inch. 2) Greater than 12 inch to 3 foot dimension - plus 1/2 inch to minus 3/8 inch. 3) Greater than 3 foot dimension - plus 1 inch to minus 3/4 inch. e. Relative alignment 1) Stairs a) Difference in height between adjacent risers - 1/8 inch. b) Difference in width between adjacent treads - 1/4 inch. c) Maximum difference in height between risers in a flight of stairs - 3/8 inch. CITY OF FORT WORTH TRV — Section l: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 13 CAST -IN -PLACE CONCRETE Page 13 of 24 1 d) Maximum difference in width between treads in a flight of stairs - 3/8 2 inch. 3 2) Grooves 4 a) Specified width 2 inches or less - 1/8 inch. 5 b) Specified width between 2 inches and 12 inches - 1/4 inch. 6 3) Vertical alignment of outside corner of exposed corner columns and control 7 joint grooves in concrete exposed to view - 1/4 inch in 10 feet. 8 4) All other conditions - 3/8 inch in 10 feet. 9 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, 10 as follows: 11 a. Class B, 1/4 inch for smooth -formed finished surfaces. 12 b. Class C, 1/2 inch for rough -formed finished surfaces. 13 4. Construct forms tight enough to prevent loss of concrete mortar. 14 5. Fabricate forms for easy removal without hammering or prying against concrete 15 surfaces. Provide crush or wrecking plates where stripping may damage cast 16 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 17 horizontal to 1 vertical. 18 a. Install keyways, reglets, recesses, and the like, for easy removal. 19 b. Do not use rust -stained steel form -facing material. 20 6. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve 21 required elevations and slopes in finished concrete surfaces. Provide and secure 22 units to support screed strips; use strike -off templates or compacting -type screeds. 23 7. Construct formwork to cambers shown or specified on the Drawings to allow for 24 structural deflection of the hardened concrete. Provide additional elevation or 25 camber in formwork as required for anticipated formwork deflections due to weight 26 and pressures of concrete and construction loads. 27 8. Foundation Elements: Form the sides of all below grade portions of beams, pier 28 caps, walls, and columns straight and to the lines and grades specified. Do no earth 29 form foundation elements unless specifically indicated on the Drawings. 30 9. Provide temporary openings for cleanouts and inspection ports where interior area 31 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 32 securely braced to prevent loss of concrete mortar. Locate temporary openings in 33 forms at inconspicuous locations. 34 10. Chamfer exterior corners and edges of permanently exposed concrete. 35 11. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and 36 bulkheads required in the Work. Determine sizes and locations from trades 37 providing such items. 38 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, 39 sawdust, dirt, and other debris just before placing concrete. 40 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar 41 leaks and maintain proper alignment. 42 14. Coat contact surfaces of forms with form -release agent, according to manufacturer's 43 written instructions, before placing reinforcement, anchoring devices, and 44 embedded items. 45 a. Do not apply form release agent where concrete surfaces are scheduled to 46 receive subsequent finishes which may be affected by agent. Soak contact 47 surfaces of untreated forms with clean water. Keep surfaces wet prior to 48 placing concrete. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 033000-14 CAST -IN -PLACE CONCRETE Page 14 of 24 1 B. Embedded Items 2 1. Place and secure anchorage devices and other embedded items required for 3 adjoining work that is attached to or supported by cast -in -place concrete. Use 4 setting drawings, templates, diagrams, instructions, and directions furnished with 5 items to be embedded. 6 a. Install anchor rods, accurately located, to elevations required and complying 7 with tolerances in AISC 303, Section 7.5. 8 1) Spacing within a bolt group: 1/8 inch 9 2) Location of bolt group (center): '/2 inch 10 3) Rotation of bolt group: 5 degrees 11 4) Angle off vertical: 5 degrees 12 5) Bolt projection: f 3/8 inch 13 b. Install reglets to receive waterproofing and to receive through -wall flashings in 14 outer face of concrete frame at exterior walls, where flashing is shown at lintels, 15 shelf angles, and other conditions. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 C. Removing and Reusing Forms 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design compressive strength. 2. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form -removal operations and curing and protection operations are maintained. a. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength. b. Do not remove formwork supporting conventionally reinforced concrete until concrete has attained 70 percent of its specified 28 day compressive strength as established by tests of field cured cylinders. In the absence of cylinder tests, supporting formwork shall remain in place until the concrete has cured at a temperature of at least 50 degrees Fahrenheit for the minimum cumulative time periods given in ACI 347, Section 3.7.2.3. Add the period of time when the surrounding air temperature is below 50 degrees Fahrenheit, to the minimum listed time period. Formwork for 2-way conventionally reinforced slabs shall remain in place for at least the mininjum cumulative time periods specified for 1-way slabs of the same maximum span. c. Immediately reshore 2-way conventionally reinforced slabs after formwork removal. Reshores shall remain until the concrete has attained the specified 28 day compressive strength. d. Minimum cumulative curing times may be reduced by the use of high -early strength cement or forming systems which allow form removal without disturbing shores, but only after the Contractor has demonstrated to the satisfaction of the Engineer that the early removal of forms will not cause excessive sag, distortion or damage to the concrete elements. e. Completely remove wood forms. Provide temporary openings if required. f. Provide adequate methods of curing and thermal protection of exposed concrete if forms are removed prior to completion of specified curing time. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 15 CAST -IN -PLACE CONCRETE Page 15 of 24 1 g. Reshore areas required to support construction loads in excess of 20 pounds per 2 square foot to properly distribute construction loading. Construction loads up 3 to the rated live load capacity may be placed on unshored construction provided 4 the concrete has attained the specified 28 day compressive strength. 5 h. Obtaining concrete compressive strength tests for the purposes of form removal 6 is the responsibility of the Contractor. 7 i. Remove forms only if shores have been arranged to permit removal of forms 8 without loosening or disturbing shores. 9 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, 10 delaminated, or otherwise damaged form -facing material will not be acceptable for 11 exposed surfaces. Apply new form -release agent. 12 4. When forms are reused, clean surfaces, remove fins and laitance, and tighten to 13 close joints. Align and secure joints to avoid offsets. Do not use patched forms for 14 exposed concrete surfaces unless approved by Engineer. 15 D. Shores and Reshores 16 1. The Contractor is solely responsible for proper shoring and reshoring. 17 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring 18 and reshoring. 19 a. Do not remove shoring or reshoring until measurement of slab tolerances is 20 complete. 21 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 22 Locate and provide adequate reshoring to support construction without excessive 23 stress or deflection. 24 E. Steel Reinforcement 25 1. General: Comply with CRSI's "Manual of Standard Practice" for placing 26 reinforcement. 27 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 28 before placing concrete. 29 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign 30 materials that would reduce bond to concrete. 31 3. Accurately position, support, and secure reinforcement against displacement. 32 Locate and support reinforcement with bar supports to maintain minimum concrete 33 cover. Do not tack weld crossing reinforcing bars. 34 a. Weld reinforcing bars according to AWS D1.4, where indicated. Only steel 35 conforming to ASTM A706 may be welded. 36 4. Installation tolerances 37 a. Top and bottom bars in slabs, girders, beams and joists: 38 1) Members 8 inches deep or less: f3/8 inch 39 2) Members more than 8 inches deep: t1/2 inch 40 b. Concrete Cover to Formed or Finished Surfaces: f3/8 inches for members 8 41 inches deep or less; fl/2 inches for members over 8 inches deep, except that 42 tolerance for cover shall not exceed 1/3 of the specified cover. 43 5. Concrete Cover 44 a. Reinforcing in structural elements deposited against the ground: 3 inches 45 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 46 c. Grade beams and exterior face of formed walls and columns exposed to 47 weather or in contact with the ground: 2 inches CFFY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 M1 033000 -16 CAST -IN -PLACE CONCRETE Page 16 of 24 d. Interior faces of walls: I inches e. Slabs: 3/4 inches 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply with ACI 318 for minimum lap of spliced bars where not specified on the documents. Do not lap splice no. 14 and 18 bars. 7. Field Welding of Embedded Metal Assemblies a. Remove all paint and galvanizing in areas to receive field welds. b. Field Prepare all areas where paint or galvanizing has been removed with the specified paint or cold galvanizing compound, respectively. F. Joints 1. General: Construct joints true to line with faces perpendicular to surface plane of concrete. 2. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Engineer. a. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. c. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam -girder intersection. d. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. e. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. f. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 3. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete bonding to 1 side of joint. G. Waterstops 1. Flexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm. Install in longest lengths practicable. Support and protect exposed waterstops during progress of the Work. Field fabricate joints in waterstops according to manufacturer's written instructions. 2. Self -Expanding Strip Waterstops: Install in construction joints and at other locations indicated, according to manufacturer's written instructions, adhesive bonding, mechanically fastening, and firmly pressing into place. Install in longest lengths practicable. H. Adhesive Anchors 1. Comply with the manufacturer's installation instructions on the hole diameter and depth required to fully develop the tensile strength of the adhesive anchor or reinforcing bar. 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all loose material from the hole, prior to installing adhesive material. I. Concrete Placement CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 17 CAST -IN -PLACE CONCRETE Page 17 of 24 1 1. Before placing concrete, verify that installation of formwork, reinforcement, and 2 embedded items is complete and that required inspections have been performed. 3 2. Do not add water to concrete during delivery, at Project site, or during placement 4 unless approved by Engineer. 5 3. Before test sampling and placing concrete, water may be added at Project site, 6 subject to limitations of ACI 301. 7 a. Do not add water to concrete after adding high -range water -reducing 8 admixtures to mixture. 9 b. Do not exceed the maximum specified water/cement ratio for the mix. 10 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness 11 that no new concrete will be placed on concrete that has hardened enough to cause 12 seams or planes of weakness. If a section cannot be placed continuously, provide 13 construction joints as indicated. Deposit concrete to avoid segregation. 14 a. Deposit concrete in horizontal layers of depth to not exceed formwork design 15 pressures, 15 feet maximum and in a manner to avoid inclined construction 16 joints. 17 b. Consolidate placed concrete with mechanical vibrating equipment according to 18 ACI 301. 19 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw 20 vibrators vertically at uniformly spaced locations to rapidly penetrate placed 21 layer and at least 6 inches into preceding layer. Do not insert vibrators into 22 lower layers of concrete that have begun to lose plasticity. At each insertion, 23 limit duration of vibration to time necessary to consolidate concrete and 24 complete embedment of reinforcement and other embedded items without 25 causing mixture constituents to segregate. 26 d. Do not permit concrete to drop freely any distance greater than 10 feet for 27 concrete containing a high range water reducing admixture (superplasticizer) or 28 5 feet for other concrete. Provide chute or tremie to place concrete where longer 29 drops are necessary. Do not place concrete into excavations with standing 30 water. If place of deposit cannot be pumped dry, pour concrete through a tremie 31 with its outlet near the bottom of the place of deposit. 32 e. Discard pump priming grout and do not use in the structure. 33 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 34 within limits of construction joints, until placement of a panel or section is 35 complete. 36 a. Consolidate concrete during placement operations so concrete is thoroughly 37 worked around reinforcement and other embedded items and into corners. 38 b. Maintain reinforcement in position on chairs during concrete placement. 39 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 40 d. Slope surfaces uniformly to drains where required. 41 e. Begin initial floating using bull floats or darbies to form a uniform and open- 42 textured surface plane, before excess bleedwater appears on the surface. Do not 43 further disturb slab surfaces before starting finishing operations. 44 6. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect 45 concrete work from physical damage or reduced strength that could be caused by 46 frost, freezing actions, or low temperatures. 47 a. When average high and low temperature is expected to fall below 40 48 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture 49 temperature within the temperature range required by ACI 301. CITY OF FORT WORTH TRV — Section l: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 033000 -18 CAST -IN -PLACE CONCRETE Page 18 of 24 1 b. Do not use frozen materials or materials containing ice or snow. Do not place 2 concrete on frozen subgrade or on subgrade containing frozen materials. 3 c. Do not use calcium chloride, salt, or other materials containing antifreeze 4 agents or chemical accelerators unless otherwise specified and approved in 5 mixture designs. 6 7. Hot -Weather Placement: Comply with ACI 305.1 and as follows: 7 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 8 placement. Chilled mixing water or chopped ice may be used to control 9 temperature, provided water equivalent of ice is calculated to total amount of 10 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 11 b. Fog -spray forms, steel reinforcement, and subgrade just before placing 12 concrete. Keep subgrade uniformly moist without standing water, soft spots, or 13 dry areas. 14 J. Finishing Formed Surfaces 15 1. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material 16 with tie holes and defects repaired and patched. Remove fins and other projections 17 that exceed specified limits on formed -surface irregularities. 18 a. Apply to concrete surfaces not exposed to public view. 19 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar 20 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a 21 texture matching adjacent formed surfaces. Continue final surface treatment of 22 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise 23 indicated. 24 K. Miscellaneous Concrete Items 25 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise 26 indicated, after work of other trades is in place. Mix, place, and cure concrete, as 27 specified, to blend with in -place construction. Provide other miscellaneous 28 concrete filling indicated or required to complete the Work. 29 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while 30 concrete is still green and by steel -troweling surfaces to a hard, dense finish with 31 corners, intersections, and terminations slightly rounded. 32 3. Equipment Bases and Foundations: Provide machine and equipment bases and 33 foundations as shown on Drawings. Set anchor bolts for machines and equipment 34 at correct elevations, complying with diagrams or templates from manufacturer 35 furnishing machines and equipment. 36 a. Housekeeping pads: Normal weight concrete (3000 psi), reinforced with 37 43@16 inches on center set at middepth of pad. Trowel concrete to a dense, 38 smooth finish. Set anchor bolts for securing mechanical or electrical equipment 39 during pouring of concrete fill. 40 4. Protective slabs ("Mud slabs"): Normal weight concrete (2500 psi minimum) with a 41 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. 42 L. Concrete Protecting and Curing 43 1. General: Protect freshly placed concrete from premature drying and excessive cold 44 or hot temperatures. Comply with ACI 306.1 for cold -weather protection and 45 ACI 305.1 for hot -weather protection during curing. CITY OF FORT WORTH TRV — Section l : Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 19 CAST -IN -PLACE CONCRETE Page 19 of 24 1 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, 2 supported slabs, and other similar surfaces. If forms remain during curing period, 3 moist cure after loosening forms. If removing forms before end of curing period, 4 continue curing for the remainder of the curing period. 5 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure 6 unformed surfaces, including floors and slabs, concrete floor toppings, and other 7 surfaces. 8 4. Cure concrete according to ACI 308.1, by 1 or a combination of the following 9 methods: 10 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days 1 I with the following materials: 12 1) Water 13 2) Continuous water -fog spray 14 3) Absorptive cover, water saturated, and kept continuously wet. Cover 15 concrete surfaces and edges with 12-inch lap over adjacent absorptive 16 covers 17 b. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture- 18 retaining cover for curing concrete, placed in widest practicable width, with 19 sides and ends lapped at least 12 inches, and sealed by waterproof tape or 20 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears 21 during curing period using cover material and waterproof tape. 22 1) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 23 receive floor coverings. 24 2) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 25 receive penetrating liquid floor treatments. 26 3) Cure concrete surfaces to receive floor coverings with either a moisture- 27 retaining cover or a curing compound that the manufacturer certifies will 28 not interfere with bonding of floor covering used on Project. 29 c. Curing Compound: Apply uniformly in continuous operation by power spray 30 or roller according to manufacturer's written instructions. Recoat areas 31 subjected to heavy rainfall within 3 hours after initial application. Maintain 32 continuity of coating and repair damage during curing period. 33 3.5 REPAIR 34 A. Concrete Surface Repairs 35 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. 36 Remove and replace concrete that cannot be repaired and patched to Engineer's 37 approval. 38 2. Patching Mortar: Mix dry -pack patching mortar, consisting of 1 part portland 39 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough 40 water for handling and placing. 41 3. Repairing Formed Surfaces: Surface defects include color and texture 42 irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other 43 projections on the surface, and stains and other discolorations that cannot be 44 removed by cleaning. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 20 CAST -IN -PLACE CONCRETE Page 20 of 24 1 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids 2 more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch 3 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 4 with water, and brush -coat holes and voids with bonding agent. Fill and 5 compact with patching mortar before bonding agent has dried. Fill form -tie 6 voids with patching mortar or cone plugs secured in place with bonding agent. 7 b. Repair defects on surfaces exposed to view by blending white portland cement 8 and standard portland cement so that, when dry, patching mortar will match 9 surrounding color. Patch a test area at inconspicuous locations to verify 10 mixture and color match before proceeding with patching. Compact mortar in 11 place and strike off slightly higher than surrounding surface. 12 c. Repair defects on concealed formed surfaces that affect concrete's durability 13 and structural performance as determined by Engineer. 14 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 15 for finish and verify surface tolerances specified for each surface. Correct low and 16 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 17 a sloped template. 18 a. Repair finished surfaces containing defects. Surface defects include spalls, pop 19 outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide 20 or that penetrate to reinforcement or completely through unreinforced sections 21 regardless of width, and other objectionable conditions. 22 b. After concrete has cured at least 14 days, correct high areas by grinding. 23 c. Correct localized low areas during or immediately after completing surface 24 finishing operations by cutting out low areas and replacing with patching 25 mortar. Finish repaired areas to blend into adjacent concrete. 26 d. Repair defective areas, except random cracks and single holes 1 inch or less in 27 diameter, by cutting out and replacing with fresh concrete. Remove defective 28 areas with clean, square cuts and expose steel reinforcement with at least a 3/4- 29 inch clearance all around. Dampen concrete surfaces in contact with patching 30 concrete and apply bonding agent. Mix patching concrete of same materials 31 and mixture as original concrete except without coarse aggregate. Place, 32 compact, and finish to blend with adjacent finished concrete. Cure in same 33 manner as adjacent concrete. 34 e. Repair random cracks and single holes 1 inch or less in diameter with patching 35 mortar. Groove top of cracks and cut out holes to sound concrete and clean off 36 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply 37 bonding agent. Place patching mortar before bonding agent has dried. 38 Compact patching mortar and finish to match adjacent concrete. Keep patched 39 area continuously moist for at least 72 hours. 40 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy 41 adhesive and patching mortar. 42 6. Repair materials and installation not specified above may be used, subject to 43 Engineer's approval. 44 3.6 RE -INSTALLATION [NOT USED] 45 3.7 FIELD QUALITY CONTROL 46 A. Testing and Inspecting: City will engage a special inspector and qualified testing and 47 inspecting agency to perform field tests and inspections and prepare test reports. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 033000-21 CAST -IN -PLACE CONCRETE Page 21 of 24 B. Inspections 1. Steel reinforcement placement 2. Headed bolts and studs 3. Verification of use of required design mixture 4. Concrete placement, including conveying and depositing 5. Curing procedures and maintenance of curing temperature 6. Verification of concrete strength before removal of shores and forms from beams and slabs C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained according to ASTM C 172 according to the following requirements: 1. Testing Frequency: Obtain l composite sample for each day's pour of each concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard, plus 1 set for each additional 50 cubic yard or fraction thereof. 2. Slump: ASTM C 143; 1 test at point of placement for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; l test for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 test for each composite sample. 5. Compression Test Specimens: ASTM C31. a. Cast and laboratory cure 4 cylinders for each composite sample. 1) Do not transport field cast cylinders until they have cured for a minimum of 24 hours. 6. Compressive -Strength Tests: ASTM C39; a. Test 1 cylinder at 7 days. b. Test 2 cylinders at 28 days. c. Hold 1 cylinder for testing at 56 days as needed. 7. When strength of field -cured cylinders is less than 85 percent of companion laboratory -cured cylinders, evaluate operations and provide corrective procedures for protecting and curing in -place concrete. 8. Strength of each concrete mixture will be satisfactory if every average of any 3 consecutive compressive -strength tests equals or exceeds specified compressive strength and no compressive -strength test value falls below specified compressive strength by more than 500 psi. 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 22 CAST -IN -PLACE CONCRETE Page 22 of 24 1 10. Additional Tests: Testing and inspecting agency shall make additional tests of 2 concrete when test results indicate that slump, air entrainment, compressive 3 strengths, or other requirements have not been met, as directed by Engineer. 4 Testing and inspecting agency may conduct tests to determine adequacy of concrete 5 by cored cylinders complying with ASTM C42 or by other methods as directed by 6 Engineer. 7 a. When the strength level of the concrete for any portion of the structure, as 8 indicated by cylinder tests, falls below the specified requirements, provide 9 improved curing conditions and/or adjustments to the mix design as required to 10 obtain the required strength. If the average strength of the laboratory control - II cylinders falls so low as to be deemed unacceptable, follow the core test 12 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 13 approved by the Engineer. Core sampling and testing shall be at Contractors 14 expense. 15 b. If the results of the core tests indicate that the strength of the structure is 16 inadequate, any replacement, load testing, or strengthening as may be ordered 17 by the Engineer shall be provided by the Contractor without cost to the City. 18 11. Additional testing and inspecting, at Contractor's expense, will be performed to 19 determine compliance of replaced or additional work with specified requirements. 20 12. Correct deficiencies in the Work that test reports and inspections indicate does not 21 comply with the Contract Documents. 22 D. Measure floor and slab flatness and levelness according to ASTM El 155 within 48 23 hours of finishing. 24 E. Concrete Finish Measurement and Tolerances 25 1. All floors are subject to measurement for flatness and levelness and comply with 26 the following: 27 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with 28 a 10 foot long straightedge. Apply straightedge to the slab at 3 foot intervals in 29 both directions, lapping straightedge 3 feet on areas previously checked. Low 30 spots shall not exceed the above dimension anywhere along the straightedge. 31 Flatness shall be checked the next work day after finishing. 32 b. Slabs shall be level within a tolerance of 1 1/4 inch in 10 feet, not to exceed 3/4 33 inches total variation, anywhere on the floor, from elevations indicated on the 34 Drawings. Levelness shall be checked on a 10 foot grid using a level after 35 removal of forms. 36 c. Measurement Standard: All floors are subject to measurement for flatness and 37 levelness, according to ASTM El 155. 38 2. 2 Tiered Measurement Standard 39 a. Each floor test section and the overall floor area shall conform to the 2-tiered 40 measurement standard as specified herein. 41 1) Minimum Local Value: The minimum local FF/FL values represent the ab- 42 solute minimum surface profile that will be acceptable for any I test sample 43 (line of measurements) anywhere within the test area. 44 2) Specified Overall Value: The specified overall FF/FL values represent the 45 minimum values acceptable for individual floor sections as well as the floor 46 as a whole. 47 3. Floor Test Sections 48 a. A floor test section is defined as the smaller of the following areas: CITY OF FORT WORTH TRV — Section L Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 23 CAST -IN -PLACE CONCRETE Page 23 of 24 1 1) The area bounded by column and/or wall lines 2 2) The area bounded by construction and/or control joint lines 3 3) Any combination of column lines and/or control joint lines 4 b. Test sample measurement lines within each test section shall be 5 multidirectional along 2 orthogonal lines, as defined by ASTM El155, at a 6 spacing to be determined by the Citv QtVs testi e aeenev. 7 c. The precise layout of each test section shall be determined by the Citv. the 8 City's testi . 9 4. Concrete Floor Finish Tolerance 10 a. The following values apply before removal of shores. Levelness values (FL) do 11 not apply to intentionally sloped or cambered areas, nor to slabs poured on 12 metal deck or precast concrete. 13 1) Slabs 14 Overall Value FF45/FL30 15 Minimum Local Value FF30/FL20 16 5. Floor Elevation Tolerance Envelope 17 a. The acceptable tolerance envelope for absolute elevation of any point on the 18 slab surface, with respect to the elevation shown on the Drawings, is as follows: 19 1) Slab -on -Grade Construction: f 3/4 inch 20 2) Top surfaces of formed slabs measured prior to removal of supporting 21 shores: ± 3/4 inch 22 3) Top surfaces of all other slabs: f 3/4 inch 23 4) Slabs specified to slope shall have a tolerance from the specified slope of 24 3/8 inch in 10 feet at any point, up to 3/4 inch from theoretical elevation at 25 any point. 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING 29 A. Defective Work 30 1. Imperfect or damaged work or any material damaged or determined to be defective 31 before final completion and acceptance of the entire job shall be satisfactorily re- 32 placed at the Contractor's expense, and in conformity with all of the requirements of 33 the Drawings and Specifications. 34 2. Perform removal and replacement of concrete work in such manner as not to impair 35 the appearance or strength of the structure in any way. 36 B. Cleaning 37 1. Upon completion of the work remove from the site all forms, equipment, protective 38 coverings and any rubbish resulting therefrom. 39 2. After sweeping floors, wash floors with clean water. 40 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO, 07.05 Revised March 11, 2022 City Project No. 00969 03 30 00 - 24 CAST -IN -PLACE CONCRETE Page 24 of 24 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 DATE NAME 12/20/2012 D. Johnson 3/11/2022 Zelalem Arega END OF SECTION Revision Log SUMMARY OF CHANGE 2.2.0.3 — Removed Blue Text/Added Descriptions for water-soluble, chloride -ion content 3 A.C. I — Changed 75% to 70% 1.3.B.5.t, 2.2.1.1, 2.2.0.2, — Added ASTMC595 — Type ILcement CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised March 11, 2022 City Project No. 00969 0334 13- 1 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 1 of 6 1 SECTION 03 34 13 2 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Controlled low strength material (CLSM) for use in the following: 7 a. Flowable backfill 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 3.7.B.1 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — General Requirements 13 3. Section 03 30 00 - Cast -in -Place Concrete 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the structure or Items being placed. 18 2. Payment 19 a. The work performed and the materials furnished in accordance with this Item 20 are subsidiary to the structure or Items being placed and no other compensation 21 will be allowed. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 B. ASTM International (ASTM): 28 1. C31 - Standard Practice for Making and Curing Concrete Test Specimens in the 29 Field. 30 2. C33 - Standard Specification for Concrete Aggregates. 31 3. C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete 32 Specimens. 33 4. C143 - Standard Test Method for Slump of Hydraulic Cement Concrete. 34 5. C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 6. C260 - Standard Specification for Air -Entraining Admixtures for Concrete. 37 7. C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural 38 Pozzolan for Use in Concrete. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 033413-2 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 2 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Provide submittals in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Product data 8 B. Sieve analysis 9 1. Submit sieve analyses of fine and coarse aggregates being used. 10 a. Resubmit at any time there is a significant change in grading of materials. 11 2. Mix 12 a. Submit full details, including mix design calculations for mix proposed for use. 13 C. Trial batch test data 14 1. Submit data for each test cylinder. 15 2. Submit data that identifies mix and slump for each test cylinder. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 20 1.11 FIELD CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 24 2.2 PRODUCT TYPES AND MATERIALS 25 A. Materials 26 1. Portland cement: Type II low alkali portland cement as specified in Section 03 30 27 00. 28 2. Fly ash: Class F fly ash in accordance with ASTM C618. 29 3. Water: As specified in Section 03 30 00. 30 4. Admixture: Air entraining admixture in accordance with ASTM C260. 31 5. Fine aggregate: Concrete sand (does not need to be in accordance with 32 ASTM C33). No more than 12 percent of fine aggregate shall pass a No. 200 sieve, 33 and no plastic fines shall be present. 34 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. 35 B. Mixes 36 1. Performance requirements CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City W13S NO.07.05 Revised December 20, 2012 City Project No. 00969 033413-3 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 3 of 6 1 a. Total calculated air content 2 1) Not less than 8.0 percent or greater than 12.0 percent. 3 b. Minimum unconfined compressive strength 4 1) Not less than 50 psi measured at 28 days. 5 c. Maximum unconfined compressive strength 6 1) Not greater than 150 psi measured at 28 days. 7 2) Limit the long-term strength (90 days) to 200 psi such that material could 8 be re -excavated with conventional excavation equipment in the future if 9 necessary. 10 d. Wet density 11 1) No greater than 132 pounds per cubic foot. 12 e. Color 13 1) No coloration required unless noted. 14 2) Submit dye or other coloration means for approval. 15 2. Suggested design mix Absolute Volume Material Weight Specific Gravity Cubic Foot Cement 30 pounds 3.15 0.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds 1.00 4.54 Coarse Aggregate 1,465 pounds 2.68 8.76 Fine Aggregate 1,465 pounds 2.68 8.76 Admixture 4-6 ounces - 2.70 TOTAL 3,543 pounds - 27.00 16 17 2.3 ACCESSORIES [NOT USED] 18 2.4 SOURCE QUALITY CONTROL 19 A. Trial batch 20 1. After mix design has been accepted by Engineer, have trial batch of the accepted 21 mix design prepared by testing laboratory acceptable to Engineer. 22 2. Prepare trial batches using specified cementitious materials and aggregates 23 proposed to be used for the Work. 24 3. Prepare trial batch with sufficient quantity to determine slump, workability, 25 consistency, and to provide sufficient test cylinders. 26 B. Test cylinders: 27 1. Prepare test cylinders in accordance with ASTM C31 with the following 28 exceptions: 29 a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the 30 mix. 31 b. Do not rod the concrete mix. 32 c. Strike off the excess material. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 033413-4 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 4 of 6 1 2. Place test cylinders in a moist curing room. Exercise caution in moving and 2 transporting the cylinders since they are fragile and will withstand only minimal 3 bumping, banging, or jolting without damage. 4 3. Do not remove the test cylinder from mold until the cylinder is to be capped and 5 tested. 6 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: 7 a. Perform the capping carefully to prevent premature fractures. 8 b. Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter 9 than the test cylinders. 10 c. Do not perform initial compression test until the cylinders reach a minimum 11 age of 3 days. 12 C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in 13 accordance with ASTM C39 except as modified herein: 14 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to 15 or greater than the minimum required compression strength, but not exceed 16 maximum compression strength. 17 D. If the trial batch tests do not meet the Specifications for strength or density, revise and 18 resubmit the mix design, and prepare additional trial batch and tests. Repeat until an 19 acceptable trial batch is produced that meets the Specifications. 20 1. All the trial batches and acceptability of materials shall be paid by the 21 CONTRACTOR. 22 2. After acceptance, do not change the mix design without submitting a new mix 23 design, trial batches, and test information. 24 E. Determine slump in accordance with ASTM C143 with the following exceptions: 25 1. Do not rod the concrete material. 26 2. Place material in slump cone in 1 semi -continuous filling operation, slightly 27 overfill, tap lightly, strike off, and then measure and record slump. 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 INSTALLATION 33 A. Place CLSM by any method which preserves the quality of the material in terms of 34 compressive strength and density: 35 1. Limit lift heights of CLSM placed against structures and other facilities that could 36 be damaged due to the pressure from the CLSM, to the lesser of 4 feet or the lift 37 height indicated on the Drawings. Do not place another lift of CLSM until the last 38 lift of CLSM has set and gained sufficient strength to prevent lateral load due to the 39 weight of the next lift of CLSM. 40 2. The basic requirement for placement equipment and placement methods is the 41 maintenance of its fluid properties. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07,05 Revised December 20, 2012 City Project No. 00969 033413-5 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 5 of 6 l 3. Transport and place material so that it flows easily around, beneath, or through 2 walls, pipes, conduits, or other structures. 3 4. Use a slump of the placed material greater than 9 inches, and sufficient to allow the 4 material to flow freely during placement: 5 a. After trial batch testing and acceptance, maintain slump developed during 6 testing during construction at all times within t 1 inch. 7 5. Use a slump, consistency, workability, flow characteristics, and pumpability (where 8 required) such that when placed, the material is self -compacting, self-densifying, 9 and has sufficient plasticity that compaction or mechanical vibration is not required. 10 6. When using as embedment for pipe take appropriate measures to ensure line and 11 grade of pipe. 12 3.5 REPAIR [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL 15 A. General 16 1. Make provisions for and furnish all material for the test specimens, and provide 17 manual assistance to assist the Engineer in preparing said specimens. 18 2. Be responsible for the care of and providing curing condition for the test specimens. 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 B. Tests by the City 1. During the progress of construction, the City will have tests made to determine whether the CLSM, as being produced, complies with the requirements specified hereinbefore. Test cylinders will be made and delivered to the laboratory by the Engineer- Contractor, and the testing expense will be borne by the City. 2. Test cylinders a. Prepare test cylinders in accordance with ASTM C31 with the following exceptions: 1) Fill the concrete test cylinders to overflowing and tap sides lightly to settle the mix. 2) Do not rod the concrete mix. 3) Strike off the excess material. b. Place the cylinders in a safe location away from the construction activities. Keep the cylinders moist by covering with wet burlap, or equivalent. Do not sprinkle water directly on the cylinders. c. After 2 days, place the cylinders in a protective container for transport to the laboratory for testing. The concrete test cylinders are fragile and shall be handled carefully. The container may be a box with a Styrofoam or similar lining that will limit the jarring and bumping of the cylinders. d. Place test cylinders in a moist curing room. Exercise caution in moving and transporting the cylinders since they are fragile and will withstand only minimal bumping, banging, or jolting without damage. e. Do not remove the test cylinder from mold until the cylinder is to be capped and tested. f. The test cylinders may be capped with standard sulfur compound or neoprene pads: 1) Perform the capping carefully to prevent premature fractures. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 033413-6 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 6 of 6 1 2) Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in 2 diameter than the test cylinders. 3 3) Do not perform initial compression test until the cylinders reach a 4 minimum age of 3 days. 5 3. The number of cylinder specimens taken each day shall be determined by the 6 Inspector. 7 a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 8 except as modified herein. 9 b. The compression strength of the cylinders tested at 28 days shall be equal to or 10 greater than the minimum required compression strength, but not exceed 11 maximum compression strength. 12 4. The City will test the air content of the CLSM. Test will be made immediately after 13 discharge from the mixer in accordance with ASTM C231. 14 5. Test the slump of CLSM using a slump cone in accordance with ASTM C 143 with 15 the following exceptions: 16 a. Do not rod the concrete material. 17 b. Place material in slump cone in 1 semi -continuous filling operation, slightly 18 overfill, tap lightly, strike off, and then measure and record slump. 19 6. If compressive strength of test cylinders does not meet requirements, make 20 corrections to the mix design to meet the requirements of this specification. 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION DATE NAME Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 0334 16- 1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 1 of 4 1 SECTION 03 34 16 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Concrete base material for trench repair 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 3.7.A 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 3. Section 03 30 00 — Cast -in -Place Concrete 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. This Item is considered subsidiary to the structure or Items being placed. 17 2. Payment 18 a. The work performed and the materials furnished in accordance with this Item 19 are subsidiary to the structure or Items being placed and no other compensation 20 will be allowed. 21 1.3 REFERENCES 22 A. Reference Standards 23 1. Reference standards cited in this Specification refer to the current reference 24 standard published at the time of the latest revision date logged at the end of this 25 Specification, unless a date is specifically cited. 26 B. ASTM International (ASTM): 27 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field. 29 2. C33, Standard Specification for Concrete Aggregates. 30 3. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 31 Specimens. 32 4. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 33 5. C172, Standard Practice for Sampling Freshly Mixed Concrete. 34 6. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 7. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 37 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 38 Pozzolan for Use in Concrete. 39 9. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 40 Cement Concrete. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 03 34 16 - 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Provide submittals in accordance with Section 0133 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 7 A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start 8 of low density concrete backfill work. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 2.2 PRODUCT TYPES AND MATERIALS A. Mix Design 1. Performance requirements a. Concrete Base Material for Trench Repair 1) 28-day compressive strength of not less than 750 psi and not more than 1,200 psi. B. Materials 1. Portland cement a. Type II low alkali portland cement as specified in Section 03 30 00. 2. Fly ash a. Class F fly ash in accordance with ASTM C618. 3. Water a. As specified in Section 03 30 00. 4. Admixture a. Air entraining admixture in accordance with ASTM C260. 5. Fine aggregate a. Concrete sand (does not need to be in accordance with ASTM C33). b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no plastic fines shall be present. 6. Coarse aggregate a. Pea gravel no larger than 3/8 inch. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Place concrete base material by any method which preserves the quality of the material 9 in terms of compressive strength and density. 10 1. The basic requirement for placement equipment and placement methods is the 11 maintenance of its fluid properties. 12 2. Transport and place material so that it flows easily around, beneath, or through 13 walls, pipes, conduits, or other structures. 14 3. Use a slump, consistency, workability, flow characteristics, and pumpability (where 15 required) such that when placed, the material is self -compacting, self-densifying, 16 and has sufficient plasticity that compaction or mechanical vibration is not required. 17 3.5 REPAIR [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL 20 A. General 21 1. Make provisions for and furnish all material for the test specimens and provide 22 manual assistance to assist the Engineer City in preparing said specimens. 23 2. Be responsible for the care of and providing curing condition for the test specimens. 24 B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 25 according to ASTM C 172 according to the following requirements: 26 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 27 concrete mixture up to 25 cubic yards, plus 1 set for each additional 50 cubic yards 28 or fraction thereof. 29 2. Slump: ASTM C 143; 1 test at point of placement for each composite sample, but 30 not less than 1 test for each day's pour of each concrete mixture. Perform additional 31 tests when concrete consistency appears to change. 32 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for 33 each composite sample, but not less than 1 test for each day's pour of each concrete 34 mixture. 35 4. Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40 36 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 37 test for each composite sample. 38 5. Compression Test Specimens: ASTM C31. 39 a. Cast and laboratory cure 4 cylinders for each composite sample. 40 1) Do not transport field cast cylinders until they have cured for a minimum of 41 24 hours. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 03 34 16 - 4 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 4 of 4 1 6. Compressive -Strength Tests: ASTM C39 2 a. Test 1 cylinder at 7 days. 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 3201 18 - 1 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 3 1 SECTION 32 0118 2 TEMPORARY ASPHALT PAVING REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed for 7 total reconstruction under a Capital Improvement Program or resurfacing under a 8 Street Maintenance Program. 9 2. Repairs of damage caused by Contractor 10 3. Any other temporary pavement repair needed during the course of construction. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. Modified 2.2.11. 13 2. Added 2.2.11.2. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 16 2. Division I - General Requirements 17 3. Section 32 11 23 - Flexible Base Courses 18 4. Section 32 12 16 - Asphalt Paving 19 5. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be by the linear foot of Temporary Asphalt 24 Paving Repair. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 measured as provided under "Measurement" will be paid for at the unit price 28 bid per linear foot of Temporary Asphalt Paving Repair. No additional 29 payment will be provided for repairs of damage to adjacent pavement caused by 30 the Contractor. 31 3. The price bid shall include: 32 a. Preparing final surfaces 33 b. Furnishing, loading, unloading, storing, hauling and handling all materials 34 including freight and royalty 35 c. Traffic control for all testing 36 d. Asphalt, aggregate, and additive 37 e. Materials and work needed for corrective action 38 f. Trial batches 39 g. Tack coat 40 h. Removal and/or sweeping excess material 41 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 320118-2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 3 1 1.3 REFERENCES 2 A. Definitions 3 1. H.M.A.C. — Hot Mix Asphalt Concrete 4 1.4 ADMINISTRATIVE REQUIREMENTS 5 A. Permitting 6 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 7 and Public Works Department in conformance with current ordinances. 8 2. The Transportation and Public Works Department will inspect the paving repair 9 after construction. 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 12 A. Asphalt Pavement Mix Design: submit for approval. Section 32 12 16. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD CONDITIONS 18 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 degrees 19 F or higher and rising unless otherwise approved. 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER -FURNISHED [NOT USED] 23 2.2 MATERIALS 24 A. Backfill: see Section 33 05 10. 25 B. Base Material (Subsidiary, No Separate Pay) 26 1. Flexible Base: Use existing base and add new flexible base as required in 27 accordance with Section 32 1123. 28 2. Cement Treated Base: Pulverize existing base and add cement as required in 29 accordance with Section 32 1133. 30 C. Asphalt Concrete: See Section 32 12 16. 31 1. H.M.A.C. paving: Type D. 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised December 20, 2012 City Project No. 00969 1 PART 3 - EXECUTION 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3201 18 - 3 TEMPORARY ASPHALT PAVING REPAIR Page 3 of 3 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Removal 1. Use an approved method that produces a neat edge. 2. Use care to prevent fracturing existing pavement structure adjacent to the repair area. B. Base 1. Install flexible base material per detail. 2. See Section 32 1123. C. Apshalt Paving 1. H.M.A.C. placement: in accordance with Section 32 12 16. 2. Type D surface mix. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified Items to be included in price bid CITY OF FORT WORTH TRV — Section I _ Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised December 20, 2012 City Project No. 00969 33 04 44 SETTLEMENT MONITORING Page 1 of 8 1 SECTION 33 04 44 2 SETTLEMENT MONITORING 3 4 PART 1 -GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Furnishing, installing, and monitoring settlement instrumentation for 8 measuring ground movements around and above trenchless 9 construction operations. The Work includes, but is not limited to: 10 installing surface monitoring points, installing subsurface monitoring 11 points, furnishing monitoring equipment, and recording observations 12 and measurements from the monitoring points on a periodic basis 13 before, during, and after trenchless construction. 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of 18 the Contract 19 2. Division 1 — General Requirements 20 3. 33 05 27 — Open -Shield Pipejacking 21 4. 33 05 28 —Guided Boring 22 5. 33 05 41 — Shaft Excavation and Support 23 6. 33 05 45 — Contact Grouting 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment: 26 1. Measurement: 27 a. This Item is considered subsidiary to Steel Casing Pipe 28 installation. 29 2. Payment: 30 a. The work performed and materials furnished in accordance with 31 this Item are considered subsidiary to the unit price bid per unit 32 linear foot of By Other than Open Cut and By Other than Open 33 Cut Under Bypass Channel installation of Steel Casing to be 34 completed in place and no other compensation will be allowed. 35 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 City Project No. 00969 33 04 44 SETTLEMENT MONITORING Page 2 of 8 1 1.3 REFERENCES 2 A. Definitions: 3 1. Surface Monitoring Points: A marking established as a baseline for 4 measuring elevation of the ground surface using optical survey 5 methods. 6 2. Subsurface Monitoring Point: A cased borehole settlement monitoring 7 point located above the tunnel crown used for detecting settlement 8 between the location of the settlement point and the tunnel excavation. 9 B. Reference Documents: 10 1. "Geotechnical Engineering Report— TRV Part 10 —Channel Segment 11 A - Sanitary Sewer Relocations", Fort Worth, Texas, Gorrondona & 12 Associates, June 18, 2015. 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Submittals shall be made in accordance with Section 0133 00. 16 B. All submittals shall be approved by the Engineer or the City prior to 17 delivery. 18 C. Review and acceptance of the Contractor's submittals by the Engineer shall 19 not be construed in any way as relieving the Contractor of its responsibilities 20 under this Contract. 21 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 22 A. Qualifications: 23 1. Submit surveying personnel qualifications in accordance with the 24 requirements herein. 25 B. Shop Drawings: 26 1. Submit the following, at least one (1) month before scheduled 27 installation of monitoring points: 28 a. Instrumentation Schedule: Submit the proposed schedule for 29 installing the surface and subsurface monitoring points. 30 b. Description of methods and materials for installing and protecting 31 surface and subsurface monitoring points. 32 C. Drawings with locations of proposed monitoring points shown in 33 plan and profile. 34 C. Reports and Records: 35 1. The Contractor shall submit all reports of monitoring data to the 36 Engineer. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 City Project No. 00969 33 04 44 SETTLEMENT MONITORING Page 3 of 8 1 2. Within 72 hours following installation of the instruments, submit: 2 a. Drawings showing the actual as -built installed location 3 b. Instrument identification number 4 C. Instrument type 5 d. Installation date and time 6 e. Tip elevation and instrument length. 7 f. Include details of installed instruments, accessories and protective 8 measures including all dimensions and materials used. 9 3. Submit surveyed baseline measurements of all monitoring points at 10 least seven (7) days prior to commencing excavation to establish 11 baseline readings. 12 4. Submit surveyed measurements of monitoring points during and after 13 construction in accordance with PART 3 of this Specification. 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. Surveyor Qualifications: All surveying shall be performed by a land 18 surveyor licensed in the State of Texas with previous experience surveying 19 for the detection of surface deformations. 20 B. Should actual field conditions prevent installation of instruments at the 21 location shown on the Drawings or specified herein, obtain written 22 acceptance from the Engineer for new instrument location and elevation. 23 C. Surveying for monitoring settlement instrumentation shall be referenced to 24 the same control points and benchmarks established for setting out the Work. 25 Control points shall be tied to benchmarks and other monuments outside of 26 the zone of influence of the excavation or trenchless construction. 27 D. Installation of instrumentation shall, at all times, be performed in the 28 presence of the Engineer. 29 E. Contractor shall provide access and assistance to the Engineer for obtaining 30 supplemental monitoring data, as requested by Engineer. 31 F. Provide data from readings of all monitoring points to the Engineer within 32 24 hours of reading. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 City Project No. 00969 33 04 44 SETTLEMENT MONITORING Page 4 of 8 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS 5 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT 6 USED] 7 2.2 MATERIALS 8 A. Surface Monitoring Points: 9 1. Surface monitoring points shall be established by an inscribed marking 10 or approved surveyor's nail driven flush with the surface in asphalt or 11 concrete paved areas. 12 2. In landscaped areas, surface monitoring points shall be established by 13 driving a 2-inch by 2-inch timber stake flush with the ground. The 14 stake shall be driven to a depth required to provide a stable monitoring 15 point given the soil conditions. 16 3. Each monitoring point shall have a tag or marking indicating the station 17 and offset from centerline. 18 B. Subsurface Monitoring Points: 19 1. Subsurface Monitoring Points shall be established and installed as 20 indicated on the Drawings. Each point shall consist of a #6 rebar 21 settlement rod installed within, and isolated from, a PVC -cased 22 borehole. 23 2. The settlement rod shall be driven 6 to 12 inches past the bottom of the 24 borehole casing into undisturbed ground, and the tips shall be located at 25 five feet above the pipe crown centerline as noted on the Drawings, or 26 as directed by the Engineer. 27 3. The settlement rod shall be secured to the PVC casing with a 12-inch 28 length of loose cable or chain to prevent the rod from falling more than 29 approximately 12 inches. 30 4. The casing shall be flush with pavement or recessed, and capped and 31 protected with a road box if installed within traffic lanes, shoulders, 32 parking lots, or bike lanes and shall be in accordance with applicable 33 permit requirements. 34 35 36 CITY OF FORT WORTH TRV — Section 1: Pact 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 City Project No. 00969 33 04 44 SETTLEMENT MONITORING Page 5 of 8 1 C. Design Criteria: 2 1. Any ground movements (settlement/heave) shall be limited to values 3 that shall not cause damage to adjacent utilities and facilities. In no 4 case shall settlements exceed the applicable values listed in Table 1 5 below. 6 Table 1— Maximum Allowable Settlement / Heave Values Site Feature Allowable Settlement / Heave (inches) Railroad Tracks 0.25 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Surface Streets 0.50 Underground Utilities 1.00 Unimproved Ground 3.00 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION 3.4 INSTALLATION A. General: 1. Install all monitoring points and instrumentation within one-half (0.5) foot of the horizontal and vertical location shown on the Drawings or as directed by the Engineer. Additional surface monitoring points may be required and shall be installed as directed by the Engineer. 2. Instrumentation shall be installed at the locations shown on the Drawings, and as approved by the Engineer. Instruments shall be installed in accordance with the approved installation schedule. 3. The Contractor shall locate conduits and underground utilities in all areas where borings are to be drilled and instruments installed. Instrument locations shall be modified, as approved by the Engineer, to avoid interference with the existing conduit and utilities. The Contractor shall repair damage to existing utilities resulting from instrument installations. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 City Project No. 00969 33 04 44 SETTLEMENT MONITORING Page 6 of 8 1 4. Contractor shall install and perform a baseline survey of all surface and 2 subsurface settlement monitoring devices at least 7 days prior to 3 excavation. 4 B. Monitoring Frequency: 5 1. Surface Monitoring Points: Initial survey measurements shall be 6 obtained prior to any excavation and daily after beginning excavation, 7 or trenchless construction. 8 2. Subsurface Monitoring Points: Once trenchless construction begins, 9 subsurface monitoring points within 50 feet of the tunnel face shall be 10 surveyed once for every 10 feet of tunnel progress, and at least once 11 daily. 12 3. All monitoring points shall be surveyed at least once per day during the 13 applicable trenchless construction operations. Points around shaft 14 excavations shall be monitored during shaft construction and points 15 above tunneling operation shall be monitored during tunnel 16 construction. Once these operations are complete, all settlement 17 monitoring devices shall be surveyed once per day for the first seven 18 days, once at 14 days, and once at 30 days after completion of the 19 trenchless work. 20 C. Surface Monitoring Points: 21 1. Establish a system of surface monitoring points. Monitoring point 22 locations are shown on the Drawings. Up to eight (8) additional 23 monitoring point locations shall be determined jointly by the Engineer 24 and Contractor in the field prior to construction. 25 2. Surveying of surface monitoring points shall consist of determining the 26 elevation of each monitoring point with respect to a benchmark 27 selected by the Engineer to a precision of 0.01 foot. 28 D. Subsurface Monitoring Points: 29 1. Notify the Engineer at least 3 days in advance of installing subsurface 30 monitoring points. 31 2. The subsurface monitoring points shall be installed as close as 32 practicable to the locations shown on the Drawings. The Engineer may 33 modify subsurface monitoring point locations depending on field 34 conditions, conflicting utilities, and monitoring objectives. 35 3. Locate and confirm all utilities and protect utilities or relocate 36 monitoring points as necessary to protect all utilities. Follow State 37 laws and accepted industry procedures for one -call notification and 38 visual confirmation of locations of all crossing or adjacent utilities. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 City Project No, 00969 33 04 44 SETTLEMENT MONITORING Page 7 of 8 1 4. Subsurface monitoring point installations shall be completed at least 7 2 days in advance of commencing shaft construction, or trenchless 3 construction. 4 5. Conduct drilling operations using appropriate methods that are 5 consistent with anticipated geologic conditions. Use mud rotary wash 6 methods or provide casing as required to hold drill hole open. 7 6. Subsurface monitoring rods shall move freely with the soil at the tip 8 and shall be isolated from the soil surrounding the borehole by the 9 casing. 10 7. Protection: Install protective housing with cap. Protective housing 11 shall be installed within a flush -mounted precast concrete box or vault 12 if in traffic lanes or paved areas, so as not to obstruct vehicle or foot t 3 traffic, and shall be in accordance with TxDOT standards and permit 14 requirements. 15 8. Surveying of subsurface monitoring points shall consist of determining 16 the elevation of each monitoring rod with respect to a benchmark 17 selected by the Engineer to a precision of 0.01 foot. t 8 9. All instrumentation shall remain the property of the Contractor 19 following completion of the Work, and shall be removed or abandoned 20 according to applicable codes and standards, unless otherwise noted. 21 E. Instrument Protection, Maintenance and Repair: 22 1. Protect the instruments and surface control points from damage. 23 Damaged installations shall be replaced or repaired prior to continuing 24 excavation, or trenchless construction, unless permitted otherwise in 25 writing by the Engineer. 26 F. Abandonment of Instruments: 27 1. Surface Monitoring Points: 28 a. All surface monitoring points on public property shall remain in 29 place at the completion of the Work. 30 b. Remove all surface monitoring points on private property during 31 the cleanup and restoration work, or as required by the Engineer. 32 2. Subsurface Monitoring Points: 33 a. Properly abandon all monitoring point boreholes, by removing the 34 rebar and then grouting the drilled holes with neat cement grout. 35 b. Subsurface monitoring points shall be abandoned at the 36 conclusion of the monitoring phase (See Section 3.4 B 3) as 37 described in 33 05 45 — Contact Grouting, or as required by the 38 Engineer. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 33 04 44 SETTLEMENT MONITORING Page 8 of 8 c. Remove flush mounted surface boxes and restore surface to original condition. 3.5 CLEANUP AND RESTORATION 3.6 RE -INSTALLATION [NOT USED] 3.7 SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] LAST PAGE OF THIS SECTION Revision Log DATE NAME SUNNHAARY OF CHANGE CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 City Project No. 00969 3305 10- 1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 21 1 SECTION 33 05 10 2 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Section Includes: 1. Excavation, Embedment and Backfill for: a. Pressure Applications 1) Water Distribution or Transmission Main 2) Wastewater Force Main 3) Reclaimed Water Main b. Gravity Applications 1) Wastewater Gravity Mains 2) Storm Sewer Pipe and Culverts 3) Storm Sewer Precast Box and Culverts 2. Including: a. Excavation of all material encountered, including rock and unsuitable materials b. Disposal of excess unsuitable material c. Site specific trench safety d. Pumping and dewatering e. Embedment f. Concrete encasement for utility lines g. Backfill h. Compaction B. Deviations from this City of Fort Worth Standard Specification 1. 2.2.A.8.a — Removed SC as an allowable soil classification for Select Fill. 2. 3.4.E.3.a.1: Removed Select backfill from standard compaction requirements. 3. 3.4.E.3.a.2: Added Modified Proctor compaction and moisture content requirements for Select backfill. 4. 3.4.E.3.c.1: Removed Select backfill from standard compaction requirements. 5. 3.4.E.3.c.2: Added Modified Proctor compaction and moisture content requirements for Select backfill. 6. Modified 3.4.E.6 7. Modified 3.7.A.1 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 02 41 13 — Selective Site Demolition 4. Section 02 41 15 — Paving Removal 5. Section 02 41 14 — Utility Removal/Abandonment 6. Section 03 30 00 — Cast -in -place Concrete 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) CITY OF FORT WORTH TRY — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 330510-2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 21 1 8. Section 31 10 00 — Site Clearing 2 9. Section 3125 00 — Erosion and Sediment Control 3 10. Section 33 05 26 — Utility Markers/Locators 4 11. Section 34 71 13 — Traffic Control 5 1.2 PRICE AND PAYMENT PROCEDURES 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 A. Measurement and Payment 1. Trench Excavation, Embedment and Backfill associated with the installation of an underground utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 2. Imported Embedment or Backfill a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported fill shall only be paid when using materials for embedment and backfill other than those identified in the Drawings. The work performed and materials furnished in accordance with pre -bid item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill" delivered to the Site for: a) Various embedment/backfill materials c. The price bid shall include: 1) Furnishing backfill or embedment as specified by this Specification 2) Hauling to the site 3) Placement and compaction of backfill or embedment 3. Concrete Encasement for Utility Lines a. Measurement 1) Measured by the cubic yard per plan quantity. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Concrete Encasement for Utility Lines" per plan quantity. c. The price bid shall include: 1) Furnishing, hauling, placing and finishing concrete in accordance with Section 03 30 00 2) Clean-up 4. Ground Water Control a. Measurement 1) Measurement shall be lump sum when a ground water control plan is specifically required by the Contract Documents. b. Payment CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 330510-3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 21 1) Payment shall be per the lump sum price bid for "Ground Water Control" including: a) Submittals b) Additional Testing c) Ground water control system installation d) Ground water control system operations and maintenance e) Disposal of water f) Removal of ground water control system 5. Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. 20 1.3 REFERENCES 21 22 23 24 25 26 27 A. Definitions 1. General — Definitions used in this section are in accordance with Terminologies ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise noted. 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, haunching bedding, springline, pipe zone and foundation are defined as shown in the following schematic: CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 3305 10-4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 21 \�/\\PA�VED�AREA S� UNPAVED AREAS r INITIAL BACKFILL w 0 m SPRINGLINE w MUNCHING BEDDING FOUNDATION w' Z 0 N w rL a L OD CLEARANCE EXCAVATED TRENCH WIDTH 1 2 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic 3 material 4 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding 5 or the trench foundation 6 5. Final Backfill Depth 7 a. Unpaved Areas — The depth of the final backfill measured from the top of the 8 initial backfill to the surface 9 b. Paved Areas — The depth of the final backfill measured from the top of the 10 initial backfill to bottom of permanent or temporary pavement repair 11 B. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification, unless a date is specifically cited. 15 2. ASTM Standards: 16 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 17 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 18 Magnesium Sulfate 19 c. ASTM C 136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 20 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 21 Bridge Construction. 22 e. ASTM C535-09 Standard Test Method for Resistance to Degradation ofLarge- 23 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of 21 1 f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil- 2 Cement Mixture 3 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 4 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 5 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 6 Place by Sand Cone Method. 7 i. ASTM 2487 —10 Standard Classification of Soils for Engineering Purposes 8 (Unified Soil Classification System) 9 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 10 and Other Gravity -Flow Applications 11 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 12 Aggregate in Place by Nuclear Methods (Shallow Depth) 13 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 14 place by Nuclear Methods (Shallow Depth) 15 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 16 Weight of Soils and Calculations of Relative Density 17 3. OSHA 18 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 19 Regulations for Construction, Subpart P - Excavations 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Utility Company Notification 23 a. Notify area utility companies at least 48 hours in advance, excluding weekends 24 and holidays, before starting excavation. 25 b. Request the location of buried lines and cables in the vicinity of the proposed 26 work. 27 B. Sequencing 28 1. Sequence work for each section of the pipe installed to complete the embedment 29 and backfill placement on the day the pipe foundation is complete. 30 2. Sequence work such that proctors are complete in accordance with ASTM D698 31 prior to commencement of construction activities. 32 1.5 SUBMITTALS 33 A. Submittals shall be in accordance with Section 01 33 00. 34 B. All submittals shall be approved by the City prior to construction. 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 36 A. Shop Drawings 37 1. Provide detailed drawings and explanation for ground water and surface water 38 control, if required. 39 2. Trench Safety Plan in accordance with Occupational Safety and Health 40 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 41 Excavations 42 3. Stockpiled excavation and/or backfill material 43 a. Provide a description of the storage of the excavated material only if the 44 Contract Documents do not allow storage of materials in the right-of-way of 45 the easement. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 21 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage 6 1. Within Existing Rights -of -Way (ROW) 7 a. Spoil, imported embedment and backfill materials may be stored within 8 existing ROW, easements or temporary construction easements, unless 9 specifically disallowed in the Contract Documents. 10 b. Do not block drainage ways, inlets or driveways. 11 c. Provide erosion control in accordance with Section 3125 00. 12 d. Store materials only in areas barricaded as provided in the traffic control plans. 13 e. In non -paved areas, do not store material on the root zone of any trees or in 14 landscaped areas. 15 2. Designated Storage Areas 16 a. If the Contract Documents do not allow the storage of spoils, embedment or 17 backfill materials within the ROW, easement or temporary construction 18 easement, then secure and maintain an adequate storage location. 19 b. Provide an affidavit that rights have been secured to store the materials on 20 private property. 21 c. Provide erosion control in accordance with Section 3125 00. 22 d. Do not block drainage ways. 23 e. Only materials used for 1 working day will be allowed to be stored in the work 24 zone. 25 B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 26 1.11 FIELD [SITE] CONDITIONS 27 A. Existing Conditions 28 1. Any data which has been or may be provided on subsurface conditions is not 29 intended as a representation or warranty of accuracy or continuity between soils. It 30 is expressly understood that neither the City nor the Engineer will be responsible 31 for interpretations or conclusions drawn there from by the Contractor. 32 2. Data is made available for the convenience of the Contractor. 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS 35 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS 36 2.2 MATERIALS 37 A. Materials 38 1. Utility Sand 39 a. Granular and free flowing 40 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 41 fine aggregate according to ASTM C 33 CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 21 c. Reasonably free of organic material d. Gradation: sand material consisting of durable particles, free of thin or elongated pieces, lumps of clay, loam or vegetable matter and meets the following gradation may be used for utility sand embedment/backfill Sieve Size Percent Retained 1/Z» 0 1/a" 0-5 #4 0-10 #16 0-20 #50 20-70 #100 60-90 #200 90-100 e. The City has a pre -approved list of sand sources for utility embedment. The pre -approved list can be found on the City website, Project Resources page. The utility sand sources in the pre -approved list have demonstrated continued quality and uniformity on City of Fort Worth projects. Sand from these sources are pre -approved for use on City projects without project specific testing. 2. Crushed Rock a. Durable crushed rock or recycled concrete b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 c. May be unwashed d. Free from significant silt clay or unsuitable materials e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 3. Fine Crushed Rock a. Durable crushed rock b. Meets the gradation of ASTM D448 size numbers 8 or 89 c. May be unwashed d. Free from significant silt clay or unsuitable materials. e. Have a percentage of wear not more than 40 percent per ASTM C 131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 4. Ballast Stone a. Stone ranging from 3 inches to 6 inches in greatest dimension. b. May be unwashed c. Free from significant silt clay or unsuitable materials d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of sodium sulfate soundness per ASTM C88 5. Acceptable Backfill Material a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 6. Blended Backfill Material CITY OF FORT WORTH TRV— Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 21 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 7. Unacceptable Backfill Material a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2487 8. Select Fill a. Classified as CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 9. Cement Stabilized Sand (CSS) a. Sand 1) Shall be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and the following requirements: a) Classified as SW, SP, or SM by the United Soil Classification System of ASTM D2487 b) Deleterious materials (1) Clay lumps, ASTM C 142, less than 0.5 percent (2) Lightweight pieces, ASTM C 123, less than 5.0 percent (3) Organic impurities, ASTM C40, color no darker than standard color (4) Plasticity index of 4 or less when tested in accordance with ASTM D4318. b. Minimum of 4 percent cement content of Type 1/II portland cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter or other deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. e. Strength 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM D1633, Method A 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM D 1633, Method A 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill that exceeds the maximum compressive strength shall be removed by the Contractor for no additional compensation. f. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in the work area. Specimens will be prepared in accordance with ASTM D1632. 10. Controlled Low Strength Material (CLSM) a. Conform to Section 03 34 13 11. Trench Geotextile Fabric a. Soils other than ML or OH in accordance with ASTM D2487 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 2) Fibers shall retain their relative position 3) Inert to biological degradation 4) Resist naturally occurring chemicals 5) UV Resistant CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 21 1 6) Mirafi 140N by Tencate, or approved equal 2 b. Soils Classified as ML or OH in accordance with ASTM D2487 3 1) High -tenacity monofilament polypropylene woven yarn 4 2) Percent open area of 8 percent to 10 percent 5 3) Fibers shall retain their relative position 6 4) Inert to biological degradation 7 5) Resist naturally occurring chemicals 8 6) UV Resistant 9 7) Mirafi FW402 by Tencate, or approved equal 10 12. Concrete Encasement 11 a. Conform to Section 03 30 00. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION 17 A. Verification of Conditions 18 1. Review all known, identified or marked utilities, whether public or private, prior to 19 excavation. 20 2. Locate and protect all known, identified and marked utilities or underground 21 facilities as excavation progresses. 22 3. Notify all utility owners within the project limits 48 hours prior to beginning 23 excavation. 24 4. The information and data shown in the Drawings with respect to utilities is 25 approximate and based on record information or on physical appurtenances 26 observed within the project limits. 27 S. Coordinate with the Owner(s) of underground facilities. 28 6. Immediately notify any utility owner of damages to underground facilities resulting 29 from construction activities. 30 7. Repair any damages resulting from the construction activities. 31 B. Notify the City immediately of any changed condition that impacts excavation and 32 installation of the proposed utility. 33 3.3 PREPARATION 34 A. Protection of In -Place Conditions 35 1. Pavement 36 a. Conduct activities in such a way that does not damage existing pavement that 37 is designated to remain. 38 1) Where desired to move equipment not licensed for operation on public 39 roads or across pavement, provide means to protect the pavement from all 40 damage. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 3305 10- 10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 21 1 b. Repair or replace any pavement damaged due to the negligence of the 2 contractor outside the limits designated for pavement removal at no additional 3 cost to the City. 4 2. Drainage 5 a. Maintain positive drainage during construction and re-establish drainage for all 6 swales and culverts affected by construction. 7 3. Trees 8 a. When operating outside of existing ROW, stake permanent and temporary 9 construction easements. 10 b. Restrict all construction activities to the designated easements and ROW. 11 c. Flag and protect all trees designated to remain in accordance with Section 31 12 1000. 13 d. Conduct excavation, embedment and backfill in a manner such that there is no 14 damage to the tree canopy. 15 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 16 specifically allowed by the City. 17 1) Pruning or trimming may only be accomplished with equipments 18 specifically designed for tree pruning or trimming. 19 f. Remove trees specifically designated to be removed in the Drawings in 20 accordance with Section 31 10 00. 21 4. Above ground Structures 22 a. Protect all above ground structures adjacent to the construction. 23 b. Remove above ground structures designated for removal in the Drawings in 24 accordance with Section 02 41 13 25 5. Traffic 26 a. Maintain existing traffic, except as modified by the traffic control plan, and in 27 accordance with Section 34 71 13. 28 b. Do not block access to driveways or alleys for extended periods of time unless: 29 1) Alternative access has been provided 30 2) Proper notification has been provided to the property owner or resident 31 3) It is specifically allowed in the traffic control plan 32 c. Use traffic rated plates to maintain access until access is restored. 33 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops 34 a. Notify the City's Transportation Management Division a minimum of 48 hours 35 prior to any excavation that could impact the operations of an existing traffic 36 signal. 37 b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit 38 and detector loops. 39 c. Immediately notify the City's Transportation Management Division if any 40 damage occurs to any component of the traffic signal due to the contractors 41 activities. 42 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 43 cabinets, conduit and detector loops as a result of the construction activities. 44 45 7. Fences 46 a. Protect all fences designated to remain. 47 b. Leave fence in the equal or better condition as prior to construction. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 3305 10 - 11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 11 of 21 3.4 INSTALLATION 2 A. Excavation 3 1. Excavate to a depth indicated on the Drawings. 4 2. Trench excavations are defined as unclassified. No additional payment shall be 5 granted for rock or other in -situ materials encountered in the trench. 6 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 7 and bracing in accordance with the Excavation Safety Plan. 8 4. The bottom of the excavation shall be firm and free from standing water. 9 a. Notify the City immediately if the water and/or the in -situ soils do not provide 10 for a firm trench bottom. 11 b. The City will determine if any changes are required in the pipe foundation or 12 bedding. 13 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 14 excavation shall not advance beyond the pipe placement so that the trench may be 15 backfilled in the same day. 16 6. Over Excavation 17 a. Fill over excavated areas with the specified bedding material as specified for 18 the specific pipe to be installed. 19 b. No additional payment will be made for over excavation or additional bedding 20 material. 21 7. Unacceptable Backfill Materials 22 a. In -situ soils classified as unacceptable backfill material shall be separated from 23 acceptable backfill materials. 24 b. If the unacceptable backfill material is to be blended in accordance with this 25 Specification, then store material in a suitable location until the material is 26 blended. 27 c. Remove all unacceptable material from the project site that is not intended to 28 be blended or modified. 29 8. Rock — No additional compensation will be paid for rock excavation or other 30 changed field conditions. 31 B. Shoring, Sheeting and Bracing 32 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 33 specific excavation safety system in accordance with Federal and State 34 requirements. 35 2. Excavation protection systems shall be designed according to the space limitations 36 as indicated in the Drawings. 37 3. Furnish, put in place and maintain a trench safety system in accordance with the 38 Excavation Safety Plan and required by Federal, State or local safety requirements. 39 4. If soil or water conditions are encountered that are not addressed by the current 40 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 41 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 42 City. 43 5. Do not allow soil, or water containing soil, to migrate through the Excavation 44 Safety System in sufficient quantities to adversely affect the suitability of the 45 Excavation Protection System. Movable bracing, shoring plates or trench boxes 46 used to support the sides of the trench excavation shall not: CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 3305 10 - 12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 21 1 a. Disturb the embedment located in the pipe zone or lower 2 b. Alter the pipe's line and grade after the Excavation Protection System is 3 removed 4 c. Compromise the compaction of the embedment located below the spring line of 5 the pipe and in the haunching 6 C. Water Control 7 1. Surface Water 8 a. Furnish all materials and equipment and perform all incidental work required to 9 direct surface water away from the excavation. 10 2. Ground Water 11 a. Furnish all materials and equipment to dewater ground water by a method 12 which preserves the undisturbed state of the subgrade soils. 13 b. Do not allow the pipe to be submerged within 24 hours after placement. 14 c. Do not allow water to flow over concrete until it has sufficiently cured. 15 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 16 Control Plan if any of the following conditions are encountered: 17 1) A Ground Water Control Plan is specifically required by the Contract 18 Documents 19 2) If in the sole judgment of the City, ground water is so severe that an 20 Engineered Ground Water Control Plan is required to protect the trench or 21 the installation of the pipe which may include: 22 a) Ground water levels in the trench are unable to be maintained below 23 the top of the bedding 24 b) A firm trench bottom cannot be maintained due to ground water 25 c) Ground water entering the excavation undermines the stability of the 26 excavation. 27 d) Ground water entering the excavation is transporting unacceptable 28 quantities of soils through the Excavation Safety System. 29 e. In the event that there is no bid item for a Ground Water Control and the City 30 requires an Engineered Ground Water Control Plan due to conditions 31 discovered at the site, the contractor will be eligible to submit a change order. 32 f. Control of ground water shall be considered subsidiary to the excavation when: 33 1) No Ground Water Control Plan is specifically identified and required in the 34 Contract Documents 35 g. Ground Water Control Plan installation, operation and maintenance 36 1) Furnish all materials and equipment necessary to implement, operate and 37 maintain the Ground Water Control Plan. 38 2) Once the excavation is complete, remove all ground water control 39 equipment not called to be incorporated into the work. 40 h. Water Disposal 41 1) Dispose of ground water in accordance with City policy or Ordinance. 42 2) Do not discharge ground water onto or across private property without 43 written permission. 44 3) Permission from the City is required prior to disposal into the Sanitary 45 Sewer. 46 4) Disposal shall not violate any Federal, State or local regulations. 47 D. Embedment and Pipe Placement 48 1. Water Lines less than, or equal to, 12 inches in diameter: 49 a. The entire embedment zone shall be of uniform material. CITY OF FORT WORTH TRV — Section 1: Pact 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 3305 10- 13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 21 b. Utility sand shall be generally used for embedment. c. If ground water is in sufficient quantity to cause sand to pump, then use crushed rock as embedment. 1) If crushed rock is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. f. Place pipe on the bedding in accordance with the alignment of the Drawings. g. In no case shall the top of the pipe be less than 42 inches from the surface of the proposed grade, unless specifically called for in the Drawings. h. Place embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. i. Where gate valves are present, the initial backfill shall extend to 6 inches above the elevation of the valve nut. j. Form all blocking against undisturbed trench wall to the dimensions in the Drawings. k. Compact embedment and initial backfill. 1. Place marker tape on top of the initial trench backfill in accordance with Section 33 05 26. 2. Water Lines 16-inches through 24-inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand may be used for embedment when the excavated trench depth is less than 15 feet deep. c. Crushed rock or fine crushed rock shall be used for embedment for excavated trench depths 15 feet, or greater. d. Crushed rock shall be used for embedment for steel pipe. e. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand f. Place evenly spread bedding material on a firm trench bottom. g. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. h. Place pipe on the bedding according to the alignment shown on the Drawings. i. The pipe line shall be within: 1) f3 inches of the elevation on the Drawings for 16-inch and 24-inch water lines j. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. k. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. 1. Where gate valves are present, the initial backfill shall extend to up to the valve nut. in. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. n. Density test performed by a commercial testing firm approved by the City to verify that the compaction of embedment meets requirements. o. Place trench geotextile fabric on top of the initial backfill. CITY OF FORT WORTH TRV — Section l: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 33 05 10- 14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 21 1 p. Place marker tape on top of the trench geotextile fabric in accordance with 2 Section 33 05 26. 3 3. Water Lines 30-inches and greater in diameter 4 a. The entire embedment zone shall be of uniform material. 5 b. Crushed rock shall be used for embedment. 6 c. Provide trench geotextile fabric at any location where crushed rock or fine 7 crushed rock come into contact with utility sand. 8 d. Place evenly spread bedding material on a firm trench bottom. 9 e. Provide firm, uniform bedding. 10 1) Additional bedding may be required if ground water is present in the 11 trench. 12 2) If additional crushed rock is required which is not specifically identified in 13 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 14 price. 15 f. Place pipe on the bedding according to the alignment shown on the Drawings. 16 g. The pipe line shall be within: 17 1) f 1 inch of the elevation on the Drawings for 30-inch and larger water lines 18 h. Place and compact embedment material to adequately support haunches in 19 accordance with the pipe manufacturer's recommendations. 20 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift 21 shall not exceed the spring line prior to compaction. 22 j. Place remaining embedment, including initial backfill, to a minimum of 6 23 inches, but not more than 12 inches, above the pipe. 24 k. Where gate valves are present, the initial backfill shall extend to up to the valve 25 nut. 26 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 27 ASTM D 698. 28 in. Density test may be performed by a commercial testing firm approved by the 29 City to verify that the compaction of embedment meets requirements. 30 n. Place trench geotextile fabric on top of the initial backfill. 31 o. Place marker tape on top of the trench geotextile fabric in accordance with 32 Section 33 05 26. 33 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 34 a. The entire embedment zone shall be of uniform material. 35 b. Crushed rock shall be used for embedment. 36 c. Place evenly spread bedding material on a firm trench bottom. 37 d. Spread bedding so that lines and grades are maintained and that there are no 38 sags in the sanitary sewer pipe line. 39 e. Provide firm, uniform bedding. 40 1) Additional bedding may be required if ground water is present in the 41 trench. 42 2) If additional crushed rock is required which is not specifically identified in 43 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 44 price. 45 f. Place pipe on the bedding according to the alignment shown in the Drawings. 46 g. The pipeline shall be within f0.1 inches of the elevation, and be consistent with 47 the grade shown on the Drawings. 48 h. Place and compact embedment material to adequately support haunches in 49 accordance with the pipe manufacturer's recommendations. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 3305 10 - 15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 21 1 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 2 exceed the spring line prior to compaction. 3 j. Place remaining embedment including initial backfill to a minimum of 6 4 inches, but not more than 12 inches, above the pipe. 5 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 6 ASTM D 698. 7 1. Density test may be performed by a commercial testing firm approved by the 8 City to verify that the compaction of embedment meets requirements. 9 in. Place trench geotextile fabric on top of the initial backfill. 10 n. Place marker tape on top of the trench geotextile fabric in accordance with 1 1 Section 33 05 26. 12 5. Storm Sewer (RCP) 13 a. The bedding and the pipe zone up to the spring line shall be of uniform 14 material. 15 b. Crushed rock shall be used for embedment up to the spring line. 16 c. The specified backfill material may be used above the spring line. 17 d. Place evenly spread bedding material on a firm trench bottom. 18 e. Spread bedding so that lines and grades are maintained and that there are no 19 sags in the storm sewer pipe line. 20 f. Provide firm, uniform bedding. 21 1) Additional bedding may be required if ground water is present in the 22 trench. 23 2) If additional crushed rock is required which is not specifically identified in 24 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 25 price. 26 g. Place pipe on the bedding according to the alignment of the Drawings. 27 h. The pipe line shall be within f0.1 inches of the elevation, and be consistent 28 with the grade, shown on the Drawings. 29 i. Place embedment material up to the spring line. 30 1) Place embedment to ensure that adequate support is obtained in the haunch. 31 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 32 ASTM D 698. 33 k. Density test may be performed by a commercial testing firm approved by the 34 City to verify that the compaction of embedment meets requirements. 35 1. Place trench geotextile fabric on top of pipe and crushed rock. 36 6. Storm Sewer (PP - Polypropylene) 37 a. The entire embedment zone shall be of uniform material. 38 b. Crushed rock shall be used for embedment up to top of pipe. 39 c. Place evenly spread bedding material on a firm trench bottom. 40 d. Spread bedding so that lines and grades are maintained and that there are no 41 sags in the storm sewer pipe line. 42 e. Provide firm, uniform bedding. 43 1) Additional bedding may be required if ground water is present in the 44 trench. 45 2) If additional crushed rock is required which is not specifically identified in 46 the Contract Documents, then crushed rock shall be paid by the pre -bid 47 unit price. 48 f. Place pipe on the bedding according to the alignment shown in the Drawings. 49 g. The pipe line shall be within f0.1 inches of the elevation, and be consistent 50 with the grade shown on the Drawings. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 33 05 10- 16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 21 1 h. Place and compact embedment material to adequately support haunches in 2 accordance with the pipe manufacturer's recommendations. 3 i. Compact the embedment and initial backfill to 95 percent Standard Proctor 4 ASTM D 698. 5 j. Density test may be performed by City to verify that the compaction of 6 embedment meets requirements. 7 k. Place trench geotextile fabric on top of the initial backfill. 8 7. Storm Sewer Reinforced Concrete Box 9 a. Crushed rock shall be used for bedding. 10 b. The pipe zone and the initial backfill shall be: 11 1) Crushed rock, or 12 2) Acceptable backfill material compacted to 95 percent Standard Proctor 13 density 14 c. Place evenly spread compacted bedding material on a firm trench bottom. 15 d. Spread bedding so that lines and grades are maintained and that there are no 16 sags in the storm sewer pipe line. 17 e. Provide firm, uniform bedding. 18 1) Additional bedding may be required if ground water is present in the 19 trench. 20 2) If additional crushed rock is required which is not specifically identified in 21 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 22 price. 23 f. Fill the annular space between multiple boxes with crushed rock, CLSM 24 according to 03 34 13. 25 g. Place pipe on the bedding according to the alignment of the Drawings. 26 h. The pipe shall be within ±0.1 inches of the elevation, and be consistent with the 27 grade, shown on the Drawings. 28 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 29 D698. 30 8. Water Services (Less than 2 Inches in Diameter) 31 a. The entire embedment zone shall be of uniform material. 32 b. Utility sand shall be generally used for embedment. 33 c. Place evenly spread bedding material on a firm trench bottom. 34 d. Provide firm, uniform bedding. 35 e. Place pipe on the bedding according to the alignment of the Plans. 36 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 37 9. Sanitary Sewer Services 38 a. The entire embedment zone shall be of uniform material. 39 b. Crushed rock shall be used for embedment. 40 c. Place evenly spread bedding material on a firm trench bottom. 41 d. Spread bedding so that lines and grades are maintained and that there are no 42 sags in the sanitary sewer pipe line. 43 e. Provide firm, uniform bedding. 44 1) Additional bedding may be required if ground water is present in the 45 trench. 46 2) If additional crushed rock is required which is not specifically identified in 47 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 48 price. 49 f. Place pipe on the bedding according to the alignment of the Drawings. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 3305 10- 17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 21 1 g. Place remaining embedment, including initial backfill, to a minimum of 6 2 inches, but not more than 12 inches, above the pipe. 3 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 4 i. Density test may be required to verify that the compaction meets the density 5 requirements. 6 E. Trench Backfill 7 1. At a minimum, place backfill in such a manner that the required in -place density 8 and moisture content is obtained, and so that there will be no damage to the surface, 9 pavement or structures due to any trench settlement or trench movement. 10 a. Meeting the requirement herein does not relieve the responsibility to damages 11 associated with the Work. 12 2. Backfill Material 13 a. Final backfill (not under existing pavement or future pavement) 14 1) Backfill with: 15 a) Acceptable backfill material 16 b) Blended backfill material, or 17 c) Select backfill material, CSS, or CLSM when specifically required 18 b. Final backfill depth 15 feet or greater (under existing or future pavement) 19 1) Backfill depth from 0 to 15 feet deep 20 a) Backfill with: 21 (1) Acceptable backfill material 22 (2) Blended backfill material, or 23 (3) Select backfill material, CSS, or CLSM when specifically required 24 2) Backfill depth from 15 feet and greater 25 a) Backfill with: 26 (1) Select Fill 27 (2) CSS, or 28 (3) CLSM when specifically required 29 c. Backfill for service lines: 30 1) Backfill for water or sewer service lines shall be the same as the 31 requirement of the main that the service is connected to. 32 3. Required Compaction and Density 33 a. Final backfill (depths less than 15 feet/under existing or future pavement) 34 1) Compact acceptable backfill material and blended backfill material OF 35 seleet bikek to a minimum of 95 percent Standard Proctor per ASTM 36 D698 at moisture content within -2 to +5 percent of the optimum moisture. 37 2) Compact select backfill material to a minimum of 95 percent Modified 38 Proctor Der ASTM D1557 at moisture content within -2 to +3 percent 39 of the optimum moisture. 40 3) CSS or CLSM requires no compaction. 41 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 42 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 43 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 44 moisture up to the final grade. 45 2) CSS or CLSM requires no compaction. 46 c. Final backfill (not under existing or future pavement) 47 1) Compact acceptable backfill material and blended backfill material of 48 select bael;;€>Ell to a minimum of 95 percent Standard Proctor per ASTM 49 D698 at moisture content within -2 to +5 percent of the optimum moisture. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 3305 10-18 UTILFFY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 21 2) Comnact select backfill material to a minimum of 95 Dercent Modified Proctor Der ASTM D1557 at moisture content within -2 to +3 Dercent of the optimum moisture. 4. Saturated Soils a. If in -situ soils consistently demonstrate that they are greater than 5 percent over optimum moisture content, the soils are considered saturated. b. Flooding the trench or water jetting is strictly prohibited. c. If saturated soils are identified in the Drawings or Geotechnical Report in the Appendix, Contractor shall proceed with Work following all backfill procedures outlined in the Drawings for areas of soil saturation greater than 5 percent. d. If saturated soils are encountered during Work but not identified in Drawings or Geotechnical Report in the Appendix: 1) The Contractor shall: a) Immediately notify the City. b) Submit a Contract Claim for Extra Work associated with direction from City. 2) The City shall: a) Investigate soils and determine if Work can proceed in the identified location. b) Direct the Contractor of changed backfill procedures associated with the saturated soils that may include: (1) Imported backfill (2) A site specific backfill design 5. Placement of Backfill a. Use only compaction equipment specifically designed for compaction of a particular soil type and within the space and depth limitation experienced in the trench. b. Flooding the trench or water setting is strictly prohibited. c. Place in loose lifts not to exceed 12 inches. d. Compact to specified densities. e. Compact only on top of initial backfill, undisturbed trench or previously compacted backfill. f. Remove any loose materials due to the movement of any trench box or shoring or due to sloughing of the trench wall. g. Install appropriate tracking balls for water and sanitary sewer trenches in accordance with Section 33 05 26. 6. Backfill Means and Methods Demonstration a. Notify the City in writing with sufficient time for the City to obtain samples and perform standard proctor test in accordance with ASTM D698, and modified Droctor test in accordance with ASTM D1557. b. The results of the standard proctor test must be received prior to beginning excavation. c. Upon commencing of backfill placement for the project the Contractor shall demonstrate means and methods to obtain the required densities. d. Demonstrate Means and Methods for compaction including: 1) Depth of lifts for backfill which shall not exceed 12 inches 2) Method of moisture control for excessively dry or wet backfill 3) Placement and moving trench box, if used 4) Compaction techniques in an open trench CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 3305 10- 19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of 21 1 5) Compaction techniques around structure 2 e. Provide a testing trench box to provide access to the recently backfilled 3 material. 4 f. The City will provide a qualified testing lab full time during this period to 5 randomly test density and moisture continent. 6 1) The testing lab will provide results as available on the job site. 7 7. Varying Ground Conditions 8 a. Notify the City of varying ground conditions and the need for additional 9 proctors. 10 b. Request additional proctors when soil conditions change. 11 c. The City may acquire additional proctors at its discretion. 12 d. Significant changes in soil conditions will require an additional Means and 13 Methods demonstration. 14 3.5 REPAIR [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL 17 A. Field Tests and Inspections 18 1. Proctors 19 a. The City will perform Standard Proctors in accordance with ASTM D6981 20 and Modified Proctors in accordance with ASTM D1557. 21 b. Test results will generally be available to within 4 calendar days and 22 distributed to: 23 1) Contractor 24 2) City Project Manager 25 3) City Inspector 26 4) Engineer 27 c. Notify the City if the characteristic of the soil changes. 28 d. City will perform new proctors for varying soils: 29 1) When indicated in the geotechnical investigation in the Appendix 30 2) If notified by the Contractor 31 3) At the convenience of the City 32 e. Trenches where different soil types are present at different depths, the proctors 33 shall be based on the mixture of those soils. 34 2. Density Testing of Backfill 35 a. Density Tests shall be in conformance with ASTM D2922. 36 b. Provide a testing trench protection for trench depths in excess of 5 feet. 37 c. Place, move and remove testing trench protection as necessary to facilitate all 38 test conducted by the commercial testing firm approved by the City. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO.07.05 Revised April 2, 2021 City Project No. 00969 3305 10-20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20 of 21 1 d. The commercial testing lab will perform moisture/density test for every 200-ft 2 or less of trench length, as measured along the length of the pipe. A minimum 3 of one test shall be performed for every 2 vertical feet of compacted backfill 4 material, independent of the contractor's lift thickness for compaction. Test 5 locations shall be staggered within each lift so that successive lifts are not 6 tested in the same location. A random number generator may be used to 7 determine test locations. Moisture/density tests shall be performed at a depth 8 not more than 2 feet above the top of the pipe bedding and in 2-foot increments 9 up to the final grade. The project inspector or project manager may request 10 testing at an increased frequency and/or at specific locations. 11 e. The contractor can proceed with subsequent earthwork only after test results 12 for previously completed work comply with requirements. If the required 13 compaction density has not been obtained, the backfill should be scarified and 14 moistened or aerated, or removed to a depth required, and be replaced with 15 approved backfill, and re -compacted to the specified density at the contractor's 16 expense. In no case will excavation, pipe -laying, or other operation be allowed 17 to proceed until the specified compaction is attained. 18 f. The testing lab will provide results to Contractor and the City's Inspector upon 19 completion of the testing. 20 g. A formal report will be posted to the City's Accela (Developer Projects) and 21 BIM 360 (City Projects) site within 48 hours. 22 h. Test reports shall include: 23 1) Location of test by station number 24 2) Time and date of test 25 3) Depth of testing 26 4) Field moisture 27 5) Dry density 28 6) Proctor identifier 29 7) Percent Proctor Density 30 3. Density of Embedment 31 a. Storm sewer boxes that are embedded with acceptable backfill material, 32 blended backfill material, cement modified backfill material or select material 33 will follow the same testing procedure as backfill. 34 b. The City may test fine crushed rock or crushed rock embedment in accordance 35 with ASTM D2922 or ASTM 1556. 36 B. Non -Conforming Work 37 1. All non -conforming work shall be removed and replaced. CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 3305 10 - 21 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 21 of 21 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] DATE NAME 12/20/2012 D. Johnson 6/18/2013 D.Johnson 11/09/16 Z. Arega END OF SECTION Revision Log SUMMARY OF CHANGE 1.2 — Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 3.3.A — Additional notes for pavement protection and positive drainage. 3.4.E.2 — Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan quantity 2.2.A — Added language for concrete encasement 2.2.A.l.d Modify gradation for sand material 2.2 A. 1. E. - Added reference to pre -approved list of sand sources for embedment; 3.3 A. 6. - Changed reference to Transportation Management Division; 3.4 - 2/26/2021 Z. Arega Provided clarification re: use of commercial testing firms approved by City and backfill requirements; and 3.7 A. 2. Provided clarification re: backfill testing requirements. 4/2/2021 M Owen 3.4 D. 6. Add requirements Storm Sewer (PP - Polypropylene) CITY OF FORT WORTH TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fort Worth Central City WBS NO. 07.05 Revised April 2, 2021 City Project No. 00969 330542-1 WATER CONTROL FOR TUNNEL CONSTRUCTION Page 1 of 5 1 SECTION 33 05 42 2 WATER CONTROL FOR TUNNEL CONSTRUCTION 3 PART 1 - GENERAL 4 1A SUMMARY 5 A. This section covers work necessary to control groundwater, surface water, runoff, 6 and nuisance water that may be encountered within pits and tunnels, as required 7 for performance of the trenchless Work. 8 B. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 9 Contract 10 2. Division 1 — General Requirements 11 3. Section 33 05 22 — Steel Casing Pipe 12 4. Section 33 05 23 — Hand Tunneling 13 5. Section 33 05 27 — Open -Shield Pipejacking 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment: 16 1. Measurement: 17 a. This item is considered subsidiary to Steel Casing Pipe installation. 18 2. Payment: 19 a. The work performed and materials furnished in accordance with this 20 item are considered subsidiary to the unit price bid per unit linear foot 21 of By Other than Open Cut of Steel Casing to be completed in place and no other compensation will be allowed. 22 1.3 REFERENCES 23 A. Reference Standards: 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of 26 this Specification, unless a date is specifically cited. 27 B. Reference Documents: 28 1. None. TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO.07.05 City Project No. 00969 330542-2 WATER CONTROL FOR TUNNEL CONSTRUCTION Page 2 of 5 1 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 0133 00. 5 B. All submittals shall be approved by the Engineer or the City prior to delivery. 6 C. Review and acceptance of the Contractor's submittals by the Engineer shall not be 7 construed in any way as relieving the Contractor of its responsibilities under this 8 Contract. 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 10 A. Shop Drawings: 11 l . Water Control Plan: No later than 30 days before installation of water 12 control systems, submit methods and equipment proposed to be utilized to 13 prevent excessive groundwater from entering bore pits and tunnels, and to 14 remove and dispose of the water that does enter. 15 2. Submit drawings indicating location and configuration of water control 16 facilities including, but not limited to, water control barriers, monitor wells, 17 sumps, discharge lines, storage tanks or basins, and discharge points or 18 disposal methods. 19 3. Submit detailed description of water control schedule, operation, 20 maintenance, and abandonment procedures. 21 4. Submit drawings and details of any required treatment facilities to be used 22 in treating water that collects within the pits. 23 5. Submit a copy of all applicable permits required for discharge of collected 24 water or documentation of proper offsite disposal plans. Confirm that 25 disposal plan is in compliance with all permit requirement. 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVIERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] PART 2-PRODUCTS 33 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 34 2.2 MATERIALS 35 A. Design Criteria: TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 330542-3 WATER CONTROL FOR TUNNEL CONSTRUCTION Page 3 of 5 1 1. Design, furnish, install, operate, and maintain all machinery, appliances, 2 power, and equipment necessary to remove water from tunnels and pits 3 during construction. 4 2. Dewater, treat, and dispose of water so as not to cause injury to public or 5 private property or to cause a nuisance or a menace to the public and in 6 accordance with all applicable permit requirements. 7 3. Have on hand at all times sufficient pumping equipment and machinery in 8 good working condition for all ordinary emergencies, including power 9 outages and flooding, and have available at all times competent workers for 10 the continuous and successful operation of the water control and monitoring 11 systems. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPERATION [NOT USED] 18 3.4 INSTALLATION 19 A. General: 20 1. Provide continuous control of surface water runoff and water in pits and 21 tunnels during the course of construction, including weekends and holidays, 22 and during periods of work stoppages. 23 2. Take reasonable precautions necessary to ensure successful operation of 24 water control systems. 25 3. Dispose of water under terms, requirements, and restrictions of applicable 26 permits. 27 4. Modify water control system after installation and while in operation if it 28 causes or threatens to cause damage to adjacent property or to existing 29 buildings, structures, or utilities. 30 B. Surface Drainage: 31 1. Intercept and divert surface drainage away from the Work by use of dikes, 32 curb walls, ditches, sumps, or other means, in accordance with the approved 33 plan. 34 2. Design surface drainage system so as not to cause erosion on or off the site. 35 Surface runoff shall be controlled to prevent entry of water into excavations 36 and pits, water bodies, sanitary, or storm sewers, unless written 37 permission is provided by the facility owner allowing discharge. TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 330542-4 WATER CONTROL FOR TUNNEL CONSTRUCTION Page 4 of 5 1 C. Water Control in Underground Works: 2 1. Use water control methods that are appropriate to the ground conditions, 3 described in the Geotechnical Engineering Report, the planned construction 4 operations, and requirements of these Contract Documents. 5 2. If a large amount of subsurface water drains into an excavation, take 6 immediate steps to control water inflow. Large amounts of inflow requiring 7 immediate control shall be defined as that which adversely affects the Work 8 and/or threatens damage to adjacent structures or facilities. 9 3. Design and operate water control system to prevent removal of in situ soils 10 or loosening or softening of in situ soils surrounding the excavation. 11 4. Water shall be removed during periods when concrete is being placed, 12 during tunneling operations, when pipe is being installed, during pit 13 excavation, and at such other times as is necessary for efficient and safe 14 execution of the Work. 15 5. If a concrete tremie plug or work slab for pit construction is required, the 16 plug shall not be subjected to unbalanced hydrostatic pressures until it has 17 obtained compressive strength sufficient to resist uplift pressure. 18 D. Treatment and Disposal of Water: 19 1. Obtain necessary permits from the authority having jurisdiction to use any 20 sanitary sewers, storm sewers, drains, or waterways for water disposal 21 purposes. 22 2. Discharge water removed from the site through pipes, tanks, or by truck and 23 as required by the Contractor's discharge permit. Water shall be discharged 24 in a manner that will not cause soil erosion at discharge point. 25 3. Treat water collected in pits as required by regulatory agencies prior to 26 discharge. 27 E. System Removal: 28 1. Facilities shall be removed and abandoned at the completion of the Work in 29 conformance with regulatory requirements and Contractor's permit. 30 3.5 CLEANUP AND RESTORATION 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 SITE QUALITY CONTROL [NOT USED] 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING [NOT USED] 36 3.11 CLOSEOUT [NOT USED] 37 3.12 PROTECTION [NOT USED] TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO.07.05 City Project No. 00969 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 330542-5 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 5 of 5 END OF SECTION TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 330545-1 CONTACT GROUTING Page I of 9 1 2 SECTION 33 05 45 3 CONTACT GROUTING 4 5 PART 1 -- GENERAL 6 1.1 SUMMARY 7 A. Section includes: 8 1. Minimum requirements for contact grouting of all voids caused or 9 encountered during casing installation, the annular space outside the jacking 10 pipe after trenchless installations are complete, around pits as necessary to 11 prevent surface settlement, and for abandonment grouting of boreholes for 12 subsurface monitoring points after trenchless construction is complete. 13 B. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division 1 — General Requirements 17 3. 33 05 22 — Steel Casing Pipe 18 4. 33 05 23 — Hand Tunneling 19 5. 33 05 27 — Open -Shield Pipejacking 20 6. 33 05 44 — Settlement Monitoring 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment: 23 1. Measurement: 24 a. This item is considered subsidiary to Steel Casing Pipe installation. 25 2. Payment: 26 a. The work performed and materials furnished in accordance with this item 27 are considered subsidiary to the unit price bid per unit linear foot of By 28 Other than Open Cut and installation of Steel Casing to be completed in 29 place and no other compensation will be allowed. 30 1.3 REFERENCES 31 A. Reference Standards: TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO.07.05 City Project No. 00969 1 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 1.4 19 20 21 22 1.5 23 24 25 26 27 28 1.6 29 330545-2 CONTACT GROUTING Page 2 of 9 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society for Testing and Materials (ASTM) a. C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field b. C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens c. C 94 Standard Specification for Ready -Mixed Concrete d. C 109 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-inch Cube Specimens) e. C 144 Standard Specification for Aggregate for Masonry Mortar f. C 150 Standard Specification for Portland Cement g. C 937 Standard Specification for Grout Fluidifier for Preplaced-Aggregate Concrete B. Reference Documents: 1. None ADMINISTRATIVE REQUIREMENTS A. All grouting operations are to be performed in the presence of the Engineer. B. Notify the Engineer at least 24 hours in advance of starting contact grouting operations SUBMITTALS A. Submittals shall be made in accordance with Section 0133 00. B. All submittals shall be approved by the Engineer or the City prior to delivery. C. Review and acceptance of the Contractor's submittals by the Engineer shall not be construed in any way as relieving the Contractor of its responsibilities under this Contract. ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Work Plan and Methods: 30 1. Submit a work plan for each type of contact grouting required, including: 31 a. Contact grouting methods and details of equipment 32 b. Grouting procedures and sequences 33 c. Injection pressures TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 330545-3 CONTACT GROUTING Page 3 of 9 1 d. Monitoring and recording equipment 2 e. Pressure gauge calibration data 3 f. Methods of controlling grout pressure 4 g. Provisions to protect pipe lining or pit supports. 5 2. Submit details of grout mix proportions, including: 6 a. Laboratory test data verifying the strength of the proposed grout mix 7 b. Admixtures, including manufacturer's literature 8 c. MSDs sheets 9 B. Reports and Records: 10 1. Maintain and submit daily logs of grouting operations, including: 11 a. Grouting locations, pressures, volumes, grout mix pumped, time of 12 pumping, and any problems or unusual observations on logs. 13 C. Grout Strength Tests: 14 1. Submit test results for 24-hour and 28-day compressive strength tests for the 15 cylinder molds or grout cubes obtained during grouting operations. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE 19 A. Grout Strength Tests: 20 1. Prepare samples for 24-hour and 28-day compressive strength tests according 21 to ASTM C31 for cylinders or ASTM C 109 for cubes. 22 2. Test samples according to ASTM C39 or C 109 as applicable. 23 3. Grout for the cylinders or cubes shall be taken from the nozzle of the grout 24 injection line. 25 4. Collect at least one set of four (4) samples for each 500 cubic feet of grout 26 injected but not less than one set for each grouting shift, unless directed in 27 writing otherwise by the Engineer. TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO.07,05 City Project No. 00969 330545-4 CONTACT GROUTING Page 4 of 9 1.10 DELIVIERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS 5 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 6 2.2 MATERIALS 7 A. Materials: 8 1. Cement: Cement shall be Type II or Type V Portland cement conforming to 9 ASTM C 150. 10 2. Bentonite: Bentonite shall be a commercially processed powdered bentonite, 11 Wyoming type, such as Imacco-gel, Black Hills, or equal. 12 3. Fluidifier: Fluidifiers shall hold the solid constituents of the grout in 13 colloidal suspension, be compatible with the cement and water used in the 14 grouting work, and comply with the requirements of ASTM C 937. 15 4. Admixtures: Other admixtures may be used subject to the written approval 16 of the Engineer to improve the pumpability, to control set time, to hold sand 17 in suspension, and to prevent segregation and bleeding. 18 B. Equipment: 19 1. Equipment for mixing and injecting grout shall be adequate to satisfactorily 20 mix and agitate the grout and force it into the grout ports, in a continuous 21 flow at the desired pressure. Pumps shall be capable of continuously 22 developing a sustained pressure of 15 psi in excess of existing groundwater 23 pressures at the grout port connection. 24 2. Two pressure gauges shall be provided, one at the grout pump and one at the 25 collar of each port being grouted. The accuracy of the gauges shall be 26 periodically checked with an accurately calibrated pressure gauge. A 27 minimum of two spare pressure gauges shall be available on site at all times. 28 3. The grouting equipment shall be provided with a meter to determine the 29 volume of grout injected. The meter shall be calibrated in cubic feet to the 30 nearest one -tenth of a cubic foot. 31 4. The grouting equipment shall be maintained in satisfactory operating 32 condition throughout the course of the work to ensure continuous and 33 efficient performance during grouting operations. 34 5. Suitable stop valves shall be provided at the collar of each port for use in 35 maintaining pressure as required until the grout has set. 36 6. Grout hoses shall have an inside diameter not less than 1-1/2 inches and shall 37 be capable of withstanding the maximum water and grout pressures to be 38 used. TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO.07.05 City Project No. 00969 330545-5 CONTACT GROUTING Page 5 of 9 1 C. Design Criteria: 2 1. Contact grout shall be used to fill any voids caused or encountered outside 3 the casing pipe, to fill the annular space created by the shield overcut during 4 trenchless construction, and for abandonment of subsurface monitoring point boreholes. 5 2. Grout Mixes: 6 a. Develop one or more grout mixes designed to completely fill the voids 7 outside the casing or pits and to provide acceptable strength to prevent 8 settlement. 9 b. Grout used outside pit excavations shall be of a strength that allows for 10 efficient excavation by the tunneling equipment. 11 c. Determine 24-hour and 28-day strength of each grout mix in accordance 12 with ASTM C39 or C109. 13 d. All grout mix proportions shall be subject to review and acceptance by the 14 Engineer. 15 3. Grout Composition: 16 a. Grout shall consist of Portland cement, bentonite, fluidifier as necessary, 17 and water in the proportions specified herein or as approved by the 18 Engineer. 19 b. Sand may be added to the grout mix in instances of very high grout takes, 20 as approved in writing by the Engineer. The addition of sand may require 21 additional water or fluidifier to be added to the grout mix. 22 4. Compressive Strength: 23 a. The minimum compressive strength at 24 hours shall be at least 10 psi. 24 b. The minimum compressive strength at 28 days shall be 50 psi. 25 c. The grouting contractor shall coordinate with the trenchless subcontractor 26 to ensure that the grout strength can be efficiently excavated by the 27 tunneling equipment without damaging the equipment or causing 28 excessive wear of cutting tools. 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION 33 A. Grouting shall not begin until the following have been completed 34 1. All required submittals have been made and the city and/or Engineer has 35 reviewed and accepted all submittals. TRV — Section l : Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 330545-6 CONTACT GROUPING Page 6 of 9 1 3.4 EXECUTION 2 A. General: 3 1. The Contractor shall use contact grouting to fill any voids caused or 4 encountered during pit construction that could lead to pit movements 5 during trenchless operations, or that could lead to settlement and damage of 6 installed pipe, surface features, or subsurface utilities. 7 2. The Contractor shall use contact grouting to completely fill the void space 8 outside the jacking pipe caused by the trenchless operations (including 9 overcut), and any voids caused or encountered during the trenchless 10 construction. 11 3. The Contractor shall use contact grouting to fill and abandon boreholes for 12 subsurface monitoring points as noted in 33 05 44 — Settlement Monitoring. 13 4. Spills: 14 a. The Contractor shall take care to prevent the spill or escape of grout to the 15 ground surface, into any water body, or into any sanitary or storm sewer. 16 b. The Contractor shall closely monitor grouting operations to detect any 17 spills or escape of grout to the surface or into any water body, sanitary 18 sewer, or storm sewer. 19 c. Any such spill shall be immediately contained and cleaned up by the 20 Contractor at no additional cost. 21 5. During grouting work, provide for adequate disposal of all waste and 22 wastewater. Remove and properly dispose of all waste grout resulting from 23 grouting operations. The contents of grout lines shall not be discharged into 24 the pipe, sanitary sewers, storm drains, or water bodies. 25 B. Mixing and Injection of Grout: 26 1. All materials shall be free of lumps when put into the mixer and the grout 27 mix shall be continuously agitated. 28 2. Grout shall flow unimpeded and shall completely fill all voids. 29 3. Grout not injected within 90 minutes of mixing shall be wasted. 30 4. The grouting process shall be operated and controlled so that the grout is 31 delivered uniformly and steadily. 32 5. Recirculate grout mixes when any new mix is batched or after adding water, 33 fluidifier, or sand to mix. Recirculate mix for at least 2 minutes prior to 34 pumping grout into grout port. TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 330545-7 CONTACT GROUTING Page 7 of 9 1 6. In general, grouting will be considered completed when less than one cubic 2 foot of grout of the accepted mix and consistency can be pumped in 5 3 minutes under the specified maximum pressure. 4 7. After the grouting is finished, the valve shall be closed before the grout 5 header is removed, and remain closed until grout has set. 6 8. For any port ahead of the grouting operation, with a valve attached, and the 7 valve in the open position; the current port shall be considered grouted if 8 grout issues forth, from the subsequent port, with the same color and 9 consistency, and at the same rate as that being pumped. 10 9. Replace grout plugs in pipe at the completion of grouting. 11 10. The maximum sustained grouting pressure shall be 15 psi in excess of 12 existing groundwater pressures at the grout port collar connection, unless 13 otherwise approved in writing by the Engineer. 14 15 C. Contact Grouting Outside of Steel Casing: 16 1. Commence contact grouting outside of the casing pipe within 48 hours 17 following the completion of each drive. 18 19 20 21 22 23 24 25 26 2. Grout ports shall be provided in casing pipes at intervals not greater than 10 feet. 3. Contact grout ports shall be installed by the pipe manufacturer in the pipe before pipe is jacked into place. Drilling grout ports through pipe shall not be permitted. 4. Grout ports shall be threaded to accept valve fittings and plugs. 5. An attempt shall be made to hook-up and pump grout at every port or coupling unless approval is granted by the Engineer in writing to omit grouting of selected ports. TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO 07.05 City Project No. 00969 330545-8 CONTACT GROUTING Page 8 of 9 1 6. Before attempting to grout a port the Contractor shall insert a long rod 2 through the port to clean the area outside the grout port of loose soil and to 3 provide a path for grout to travel. 4 7. Inject grout through the grout connections in such a manner as to completely 5 fill all voids outside the pipe resulting from, or encountered during, trenchless 6 operations. 7 8. Grout pressure shall be controlled to avoid damaging the pipe and to avoid 8 movement of the surrounding ground or improvements. 9 9. Grouting shall generally progress sequentially in a constant upgradient 10 direction from one grout port to the next grout port in the sequence indicated 11 in the approved submittals. 12 10. At all times during the grouting operations, sufficient contact grout ports 13 ahead of the port to be grouted shall be cleaned and ready for grouting. 14 Valves or other suitable devices shall be attached and placed in the fully open 15 position on all ungrouted ports within the maximum grout communication 16 distance, as determined by the Contractor and accepted by the Engineer. 17 11. For any port ahead of the grouting operation, with a valve attached, and the 18 valve in the open position, such port shall be considered grouted if grout 19 issues forth of the same consistency and color, and at the same rate as that 20 being pumped. 21 12. Replace grout plugs in pipe at the completion of grouting. 22 13. Pipe grout fittings shall be sealed with screw type plugs upon completion of 23 grouting. 24 E. Contact Grouting of Subsurface Settlement Point Boreholes: 25 1. After all settlement monitoring measurements have been completed, 26 monitoring point borehole casings shall be grouted. 27 2. Inject grout into each casing until filled. 28 3. Grout may be injected by gravity flow, through a tremie pipe, or by attaching 29 a valve and nipple at the casing collar. 30 3.5 CLEANUP AND RESTORATION 31 A. Cleanup: 32 1. After completion of contact grouting, all related construction debris, grout, 33 oil, grease, and all other materials shall be removed from the jacking pipe, 34 jacking and receiving pits, and all Contractor work areas. TRY — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 1 2 3 4 5 6 7 8 9 10 11 12 13 330545-9 CONTACT GROUTING Page 9 of 9 3.6 RE -INSTALLATION [NOT USED] 3.7 SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] Revision Log DATE NAME SUMMARY OF CHANGE TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO.07.05 City Project No. 00969 Williams, Tressa From: Murphy, Donnette J Sent: Thursday, May 4, 2023 4:36 PM To: O'Neal, Deirdre; Williams, Tressa Subject: RE: Certificate of Insurance Verification: Hello, I approve this COI. Thank you. Donnette Murphy Property & Casualty Manager City of Fort Worth HR/Risk Management 200 Texas Street Fort Worth, Texas 76102 Office: (817) 921-0824 Cell: (682) 760-6749 Email: donnette.murphvaa,fortworthtexas.jzov City of Fort Worth — Working together to build a strong community FoRTWORTR, Follow Fort Worth From: O'Neal, Deirdre <Deirdre.ONeal@fortworthtexas.gov> Sent: Thursday, May 4, 2023 9:51 AM To: Williams, Tressa <Tressa.Williams@fortworthtexas.gov> Cc: Murphy, Donnette J <Donnette.Murphy@fortworthtexas.gov> Subject: FW: Certificate of Insurance Verification: Good Morning Tressa, I am forwarding this to the New P & C Manager Ms. Donnette Murphy to review. Please forward all future insurance questions/ COI questions to her attention. Thank you Deirdre O'Neal Deirdre O'Neal, AIC Sr. Property & Casualty Adjuster FIR/ Risk Management 9 (817) 392-7403 1 A (817) 392-5874 City of Fort Worth — Working together to build a strong community. FORT WORTH Follow Fort Worth IA f From: Williams, Tressa <Tressa.WiIlia ms(c@fortworthtexas.Rov> Sent: Wednesday, May 3, 2023 4:45 PM To: O'Neal, Deirdre <Deirdre.ONeal@fortworthtexas.Rov> Subject: Certificate of Insurance Verification: Hello Deirdre, Please review the attached Certificate of Insurance. Please, let me know if there's anything I can help with. -Mavik yoln! Tressa Williams Office Assistant Fort Worth Water Phone: 817-392-2752 Email: Tressa.Williams(dFortWorthTexas.2ov FORT WORTH 311 W 10 street Fort Worth, TX 76102 www.FortWorthTexas.gov/water Clean water done right every time. FORT WORTH C17Y SECRETARY C,QNTRACT NU. PROJECT MANUAL FOR THE CONSTRUCTION OF WATER & SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT, SECTION I: PART 10 — WATER & SANITARY SEWER RELOCATIONS Fort Worth Central City WBS NO. 07.05 City Project No. 00969 VOLUME 2 OF 2 Mattie Parker David Cooke Mayor City Manager Chris Harder Director, Water Department Lauren Prieur Interim Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water & TPW Departments 2/2/2023 OF° TF4,#yo _ P CARL T. DEZEE � ®'C3 0 87685 ®®l to�s<./CENS�Q o G\��c ��l S/ONAL 2023 Prepared by: RK14;. RECORD CITY SKRETARY i FT. WORT", TX Kimley)))Horn Texas Registered Engineering Firm F-928 KHA No. 061018052 OF 3 t r. *d BRENT E. LEWIS .. ... ... ...� 10% 92662 �r �� FS•.!CENS�; Gam.. INGeisler Partners Consulting Engineers TX Firm Reg. No. F-21866 + . 12001 N. Central Expy., Suite 301 Dallas, Texas 75243 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.06 Hazardous Environmental Condition on Site GC-5.04.13 Fort Worth and Western Railroad Right of Entry and Insurance Requirements GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV— Section 1: Part 10— Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 Page I of 14 D217018597 11251201712:28 PM PGS 14 Fee: $68.00 Submitter: XEROX COMMERCIAL SOLUTIONS Electronically Recorded by Tarrant County Clerk in Official Public Records f �p�Ftrs�l �a-► L4x. Mary Louise Garcia AFTER RECORDING, RETURN TO: City of Fort Worth, Texas 1000 Throckmorton Fort Worth, Texas 76102 Attention: Real Property Management NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY .REMOVE OR STRUCE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. SANITARY SEWER PIPELINE AND DRAINAGE EASEMENT AND RIGHT-OF-WAY AGREEMENT STATE OF TEXAS * KNOW ALL MIEN BY THESE PRESENTS: COUNTY OF TARRANT THAT TARRANT REGIONAL WATER DISTRICT, A Water Control and Improvement District, a body politic and corporate under the laws of the State of Texas, whose mailing address is P. O. Box 4508, Fort Worth, Texas 76164-0508 (herein called "Gimtof ), for and in consideration of the sum of TEN AND NOL100 DOLLARS ($10.00) and other good and valuable consideration to Grantor in hand paid by the CITY OF FORT WORTH, TEXAS, a municipal corporation of Tarrant. County, Texas, whose mailing address is 1.89&4hmekwAon, Fort Worth, Texas 76102, Attention: Real Property Management (herein called "Grantee', the receipt of which is hereby acknowledged, has BARGAINED, GRANTED, AND CONVEYED, and by these presents does BARGAIN, GRANT, AND CONVEY, unto the said Grantee a variable width easement and right-af-way (the "Easement") for the purposes hereinafter described under and across the lands that are described by metes and bounds and depicted on Exhibit "1" attached hereto and depicted on Exhibit' 2" incorporated herein for all purposes (the "Land'. The terms and conditions of this Sanitary Sewer Pipeline and Drainage Easement and Right -of -Way Agreement are as follows: 1. Permitted Use. The Land shall be used by Grantee only -for the construction, reconstruction, installation, reinstallation, operation, maintenance, inspection, alteration, replacement, repair, relocation within the Easement, and removal of one pipeline not to exceed twenty-four inches (24") in diameter, including any casing protecting such pipeline, and necessary appurtenant facilities for the transportation of effluent (collectively,. the "Sewer Facilities') and three stoma water drainage pipelines not to exceed one hundred two inches (102") in diameter, including any casing protecting such pipelines, two reinforced concrete boxes, which are not to exceed seventy-two inches by seventy-two inches (72" x 72"), one sump inlet for surface water drainage, and necessary appurtenant facilities for the teanspoilation of storm water (coIlectively, the "Drainage Facilities'. The Sewer Facilities and Drainage Facilities are collectively referred to Page 2of14 hereinafter as the "Facilities." No building, structure, or improvement other than the Facilities shall be placed, constructed, or maintained in, on, or under the Land. 2. Pinelines to be Buried, Double Ditching, Grantee shall bury the sanitary sewer pipeline to be installed hereunder a sufficient depth below the surface of the ground so that the top of said pipeline shall be not less than thirty-six (36) inches below the presently existing surface of the ground. When digging the ditch for the installation of the Facilities, Grantee shall separate the topsoil from the subsoil, as nearly as possible, and when backflling said ditch, Grantee shall place the subsoil back into the ditch first and the topsoil last. 3. Atmroval of Plans. All facilities authorized hereunder shall be constructed pursuant to plans and specifications (the "Plans") to be submitted to Grantor prior to the commencement of construction. No operations relating to the construction of the Facilities shall be commenced until the Plans therefor have been submitted to and approved in writing by Grantor. Grantor, by giving such approval, shall not assume any responsibility or liability with respect to such Plans. 4. Reservation of Minerals. There is reserved to Grantor, its successors and assigns, and not conveyed hereby, all of the oil, gas, sulphur and other minerals in, on or under the Land, but Grantor waives all rights of ingress and .egress to the surface of the Land for the purpose of exploring, developing, mining, or drilling therefor; it being specifically agreed that no operation relating to such mineral reservation will be conducted on the surface of the Land, The foregoing waiver of surface rights shall not be construed to prohibit Grantor from using the surface of any lands other than the Land for activities related to the development or production of the oil, gas, sulphur and other minerals in and under the Land nor shall such waiver be construed to prevent Grantor from developing or producing the oil, gas, sulphur and other minerals in and under the Land by pooling or directional drilling under the Land from well sites located on lands other than the Land. Notwithstanding the foregoing reservation, Grantee shall have the right and privilege to own, use and remove from the Land all saad, gravel, dirt, rock and other similar materials as may be necessary in exercising the rights granted herein. 5. Performance of Work. All work done in connection with the Easement shall be performed in accordance with the Plans and as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of the Land by Grantor, its agents, representatives, employees, licensees, and invitees. In performing the work or causing the work to be performed, Grantee shall make adequate provisions for the safety and convenience of Grantor, its agents, representatives, employees, licensees, and invitees, and shall cause all work to be cleaned up properly and promptly in order to minimize disruption or inconvenience. Grantee shall construct and operate the Facilities at its sole cost and expense. Grantee shall perform all work necessary in connection with the construction, reconstruction, installation, reinstallation, operation, mahftnance, inspection, alteration, replacement, repair, relocation within the Easement, and/or removal of such Facilities in a, good and workmanlike manner in conformance with sound and accepted engineering practices. After any disturbance of the surface of the Land for any purpose authorized hereunder (whether in connection with initial construction or installation; any reconstruction or reinstallation; any replacement or alteration; any operation, maintenance or repair; any survey or inspection; any relocation within the Easement; removal; or otherwise), Grantee shall restore such surface to the same condition as existed before any such disturbance. Further, if any improvements of Grantor are disturbed, damaged, or destroyed by the operations of Grantee hereunder, Grantee agrees to replace and restore such improvements to a condition at least as good as existed before any such Rage 3 of 14 disturbance, damage, or destruction. The Facilities shall at all times be constructed, kept, operated, and maintained in a safe condition and in full compliance with all applicable federal, state, municipal, and other laws, statutes, regulations, ordinances, and orders. 6. Temporary Construction Easement. In addition to the Easement granted herein, Grantor hereby grants to Grantee a"temporary construction casement (the "Temporary Construction Easement") over and across the lands that are described by metes and bounds on Exhibits "3" and "5" and depicted on Exhibits "4" and "6" attached hereto and incorporated herein for all purposes. The lands within the Temporary Construction Easement are to be temporarily used solely in connection with the construction and installation of the Facilities. Upon the completion of the construction and installation of said Facilities, which shall be completed no later than two years from the effective date hereof all rights granted within the Temporary Construction Easement shall cease, and all operations, maintenance, and repairs shall be confined to the Land. After any disturbance of the surface of the lands burdened by the Temporary Construction Easement for any purpose authorized hereunder, Grantee shall restore such surface to the same condition as existed before any such disturbance. Further, if any improvements of Grantor in the area covered by the Temporary Construction Easement are disturbed, damaged, or destroyed by the operations of Grantee hereunder, Grantee agrees to replace and restore such improvements to a condition at least as good as existed before any disturbance, damage, or destruction. 7. Removal or Relocation of Facilities. In the event that the United States Army Corps of Engineers or Grantor should require the removal or relocation of the Facilities in connection with the operation of the Fort Worth Floodway, Trinity River Vision Project, Central City Project, or any other public project of Grantor, Grantee agrees to perform such required removal or relocation promptly and agrees to be solely responsible for all costs and expenses associated therewith. Further, Grantee hereby releases, relinquishes, and discharges Grantor and the United States Army Corps of Engineers, and their respective officers, directors, agents, servants, employees, attorneys, successors, and assigns, from and against any and all liabilities, costs, or expenses resulting from, arising out of or in connection with, or relating to any required removal or relocation of the Facilities. 8. No Surface Imorovements. Grantee agrees that no buildings, structures, or other appurtenances, other than an above -ground utility maker pole, shall be placed on or above the surface of the Land without the prior written consent of Grantor. 9. Reservations and Exceptions to Grant. The Easement is expressly made subject to (i) any and all visible and apparent easements and rights -of -way over or across the Land, whether of record or not; (ii) any and all existing restrictions, reservations, covenants, conditions, oil and gas leases, mineral severances, and other instruments, other than conveyances of the surface fee estate, that affect the Land and are shown of record in Tarrant County, Texas; (M) all reservations, restrictions, covenants, terms and conditions contained herein; and (iv) any and all zoning laws, regulations, and ordinances of municipal and other governmental authorities relating to the Land, but only to the extent that they are still in force and effect (collectively, the "Permitted Exceptions"). Grantor hereby reserves to itself, its successors and assigns, the right to use and enjoy the surface and subsurface of the Land for any and all purposes so long as such use does not adversely interfere with the rights herein granted to Grantee, and provided further that the surface of the Land will not be used for mineral exploration or development. In addition to all other rights reserved herein and not in limitation thereof, Grantor specifically reserves the right of passage over the Land. -3- Page 4 of 14 10. RELEASE. Grantee, on behalf of itself, its successors and assigns, hereby releases, relinquishes, and discharges, Grantor, and Grantor's officers, directors, agents, servants, employees, attorneys, successors, and assigns, from and against any and all claims, demands, liabilities, suits, causes of action, obligations, damages, injuries, losses, penalties, costs, (including, without limitation, attorneys' fees, court costs, consultant fees, expert fees, and other litigation related expenses), of whatsoever kind or character, directly or indirectly resulting from, arising out of or in connection with, or relating to (J) any use or occupation of the Land by Grantee or any its officers, directors, agents, servants, employees, contractors, or subcontractors; (H) any condition of the Land or any condition of the structures, equipment, facilities, or other improvements situated on or under the Land; (iii) any use or occupation of the lands burdened by the Temporary Construction Easement by Grantee or any of its officers, directors, agents, servants, employees, contractors, or subcontractors; (iv) .any condition of the lands burdened by the Temporary Construction Easement or any condition of the structures, equipment, facilities, or other improvements situated on or under the lands burdened by the Temporary Construction Easement; (v) the construction, installation, reconstruction, reinstallation, operation, maintenance, inspection, alteration, replacement, repair, relocation within the Easement or removal of any of the Facilities; (vi) any damage to or destruction of any of the Facilities from any cause whatsoever; and (vii) any removal or relocation of the Facilities, in whole or in part; that may be required in connection with the operation of the Fort Worth Floodway. This release extends to and includes any and all claims for bodily injury, death, sickness, disease, property damage or destruction, consequential damage, or economic loss caused to or suffered by any person or property, including Grantee, and Grantee's agents, servants, employees, contractors, successors or assigns, or any other person or entity. This release shall survive termination of the Easement. 11. Automatic Reverter. The Easement, and all rights and privileges granted herein, will automatically terminate if and when the Easement is no longer used for the purposes set out herein. In the event of such termination of use, Grantee agrees to execute and deliver to Grantor a document in recordable form releasing all of Grantee's rights hereunder, but the failure to execute and deliver such a Release shall not affect Grantor's ownership of the Land free and clear of any claims, rights, or privileges of Grantee. 12. Prohibition on Assignment. This Sanitary Sewer Pipeline and Drainage Easement and Right -of -Way Agreement may not be assigned by Grantee, in whole or in part, without the prior written consent of Grantor, Any purported assignment without such written consent shall be void and of no force or effect. 13. Accentance of Sanitary Sewer Pipeline and Drainage Easement and Right-of-Wav Agreement. By signing this Sanitary Sewer Pipeline and Drainage Easement and Right -of -Way Agreement, Grantee has agreed to and accepted the terns, conditions, benefits, and obligations contained herein. Grantor has agreed to grant the Easement in reliance upon Grantee's representation that Grantee agrees to and accepts the terms, conditions, benefits, and obligations contained herein. 14. Binding Effect. The terms and provisions of this Sanitary Sewer Pipeline and Drainage Easement and Right -of -Way Agreement shall inure to the benefit of and be binding upon Grantor and Grantee and their respective successors and assigns and shall be covenants running with the land. -4- Page 5 of 14 15, Entire Agreement. This Sanitary Sewer Pipeline and Drainage Easement and Right - of -Way Agreement contains all of the agreements between the parties respecting the subject matter hereof, and no prior representations or statements, verbal of written, have been made modifying, adding to, or changing the terms of this instrument. 16, Amendments. No amendments, modifications, or revisions of this Sanitary Sewer Pipeline and Drainage Easement and Right -of -Way Agreement shall be effective unless made in writing, dated subsequent to the date hereof, and signed by the parties hereto, or their respective successors or assigns. TO HAVE AND TO HOLD the above -described Easement, together with all and singular the rights and appurtenances thereto in anywise belonging, subject to the Permitted Exceptions and all other terms and conditions stated herein, unto the Grantee, the said City of Fort Worth, Texas, its successors and permitted assigns, for so long as the Easement is used for the purposes stated herein, and upon cessation of such use, all rights, titles, and interests vesting in Grantee, the said City of Fort Worth, Texas, its successors and permitted assigns, by virtue hereof shall automatically cease and determine. Grantor does hereby bind itself, its successors and assigns, to WARRANT AND DEFEND all and singular the Easement unto the Grantee, the said City of Fort Worth, Texas, its successors and permitted assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof by, through, or under Grantor, but not otherwise, subject, however, to the Permitted Exceptions, the automatic right of reverter and all other terms and conditions stated herein. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] -5- Page 6 of 14 EXECUTED this I day of GRANTOR: TARRANT REGIONAL WATER DISTRICT, Water Co ntr and Im rovein District By: _ K Steve Christian Real Property Director GRANTEE: CITY OF ORT WORTH, TEXAS r y I� eve Cooke4Direoator Property Management Department APPROVED AS TO FORM AND LEGAL By: Name: s. cc�n6 e Title: Assistant ty Attorney Date: ` 1 '�•3 i� t STATE OF TEXAS * COUNTY OF TARRANT a The foregoing instrument was aclmowledged before me on this day of ,�M��,�J , 2016, by R. Steve Christian, Real Property Director of Tarrant Regional Water District, a Water Control and Improvement District, on behalf of said District. \offil" ' KATHERINE MARIE MARTINEZ 's t4otary Pub1lo, $rate of 7exea Comm, Expires 11-29-2020 O�ncc�� Notory ID 1249789t1 Notary Public, State of Texas -6- Page 7 of 14 STATE OF TEXAS COUNTY OF TARRANT r The foregoing instrument was acknowledged before me on this 1 C4, day of ,� o,�,,.,,,•y , 2011, by Steve Cooke, Director, Property Management Department of the City of Foft Worth, Texas, a municipal coiporation, on behalf of said City. 11 711-al Notary Public, State of Texas ANDREWVIRDELL STATE OF TEXAS My Comm EV, ALV. 0a, 2010 -7- Page 8 of 14 E)MMIT "I" pago: I' Of EXHIBIT IiAl' BE ON G 'g tract-of.lmd'.Ibc ifilhe FA MWjlketv SUrVey,. AWra't 9045, In .the.theCity' of Fort Worth' 'Tarrant Q.0V Taxa 04 U1149 'A. rbftlor Of -a- IYact of-.tand Oep#04 iod' Oodd-10 Tarrant Re lorfal Water Rbe-c)Tls,Tartant-CoUntyiTeXasio.RT.. b6lh.g G61VIMENCINO MaRK fit!] -in.ospholt6uhd(bontrtilraonumefitl:ii th6.gorth-*rightfof:wayllue.of..*Eagt..Nb*gldii-Ddvp;'(a .'901 R..O;W-.) and bolnfttie NbAMse come dfsAld TaO#Ot Reo(Mal Wor Olemckwi;. MONCE* -South U.degroes 16441nutes 48 seconds Vilest departing The North Ajht4-"y-,'Un6,of East NodhWe ftst lhe�dsald. Tarrant.R9glonal Wptor Olsilat, tract', o dfstanoo of-'4-;59b'jO S. feef-.10 the e, I - '�OytNf OF Bedl kNiNd of'the ARNOO. $0A 04 degrees U4 minutes 46 6econds.Westneon0nuing, &Rthe East-Ope of said Tomant ReglopO 'Mer District Varl., pagslng:at a distance of 694 feet a-1/9 Inch lrarr rod found (control monument)' and continuing in all A.dktance-1410.75,Netto a -point;. THIN05 South'72'.degraes, 18 seconds West, 4bpftg,-jh6 5s . st. Ibb. 0 -WO T&*t Regional 4-8 1potoml Water Dlstddl traotr wdWance of 1-07.314e-et fa polnt.on the -West Une-of sold"TorrAnt Rogforkal.-Water Orstal tract -aftd tha-"East line. -of ;a tract -.6f land -desvW In. a-do.e.d` * to the, Fort. Worth &--'Wes1erR'RMrO4d Cionfpmny VFWWR)-jeterded ih Volume.11DO80,,, Pagor,'11 b: MENU' North .64- degrees 0.4--dwes 46--seconds East*qg the West lfid.-6.f saIO,-TAr*j R01601 WOO District tract and ihe, Eastllnendfsaid 5 W.M. kaotadIstaw-of. 10.371sat-to.arfnr': N rtl '@9 dqURes...20. nfiftotot,'Q6 seconds DO, #6 qg Vp thO. -W4-11ho -df Mid. Tar wif R6943nal Water 'DNtr1c;(.(r& LanctiNg, 15ast. line of said FVvWR I* C Vi ck.faijoe of %96 feet to a point THENCE GOO- 0 & 04..rori�uto$,40ii�cMdaWo�t,.aA[§to�?Wof74,'52foLit*tb'4 4 Ot"t point; 'MENC8- North 12 doposQ rniftutw f4- seconds. East, Wdlal:Mco-of KOffboOo the POINT 0`096111SINHO and containing. 8;61-6.8quare'reetlof OA 96- Acre -of w4,more or bss.: Nb.te: Survdy-sk6jQh to-gocoMpri- tblsjopl -^OjpflpOop! y N6te: BbIs bf 6609 :r NAD -0 TOM Ndnh-,OehW! Z-Or1a-(&2-), Note: Coordinates shown :are Mace coordinates based on NA0.83 Texas North Control Zone (42 . with an gql DeavilpiribnAm Page 9 of 14 'Paplofa I:do heliab certify to Ratlikin Title: Ceti i y, Chicago Titles Insu Lice Compariy.end arrat That 1, Kenneth p.:ErWrz -aRegisteredprofesslQnal Load:S.uveyor In the State of T6xas, hieby,stales-.4h.at thls,44rvay wWld 4bjfp- s4m.ni 6rearj and thi8�-survoysubstanifikyco'nfior-ms-.wl'tt'rt'-h-e'ourrontprof6ssion,al-atid.to.ohn[pal.Mandards asaet_If.6rtft'by t.h.6, Texas Board,.of Prcf6sslwol try iTianSyst4ms:- Kennefh 0. l=twiry. T6xw Re.glgt(afion Nb.z555.4 Page 10 of 14 JEXHMIT 112111 f cot fv� .1 TARRAW 'REGIO 6'. W.. o2dosk J t i. O�rN 1W 20' 0 c to 5T. tai518 .50 FT; 06R A' 01CORL (creoe "W'A 0 W M&W' NOF Y I W. 4.4 "Pt'RIMON 'to AQ rent VORT)h *XAS AIM p 08-8305: LEVU; 13 or' FN ble .04' Of" iffwr �-S 4' 04" 48" W 0.420 PUAIL .44 _F, V KQTlJ WE Re Te MI TO U.) to 'SCALE F LFf $HEET' TITLE AM TAP OPM, OAIWk, WM- Allif.'MANAME NT- EAqWN1 TWAH'I R010'NAL WATEA OlsfAltr -TRINITY _MVEff VISION. - CENTRAL CITY' lEfl,llt OX 3. 9116 Page 11 of 14 EXHIBIT 11311 E,.k-k OANr MRY $AWrU;L%ML0,CAT10X 529 NORTH TEIROC MORT. ONSTREERT UIRM XG. OmE "VEMORARY �ONMUCTYON EASEAWNT, C. 11 T PtW J E C TOo.'Q 6 0, 69 17P, M. Q, M UL. L W1., N - S U, R. VrY� S I M; &C T, Nb. 10 4 S. 641 OF i0kC_ WO)WU%iAfiiA1 COUNTV-, TP,,XA$ INHIBIT "All Bwpomv * * "' t'm— ' " oftit6dioft &96'Webt -oldt 6f the: polix 0. -Mifflikeii M j. Wfiot My. On.! � p`ffi ' F- - I 1197iore k�qct 6.f lgpd (by deed) doede.0 ffict is. 04-'0 Im -to 'fttRc aiiidW Al. 1. . , . tocotded incowity. 'Cl'tt*k.."'.18"itif�' .-O:-D20933685-7..(Ytt7bec,,I)ft*dR.v wio-ridsoif Tarrant Ct untyj Tuas-Y skid -temporAry Qqnst ,e.qqnpqtbeing-more;paTrioplarl des db Y .6044 kt'afttd��ticih of the- east RnO of i '-3/S-1e&ff01Vfb0d -ft Me ift 4d 11,80 -hom tract of land and -with southeast Aghii-d-way N.H. UP i3imt (a_60 Wt r pfw-w4y),.--s4id- '318 fildhirpn.rud --found b*g-tU-ftpaw(*.-'.pqr Ili: 4iP.1Qdk44 -o" Mrtii Fort t Worth:i� of.rOt*dith;±W?m 601 ,ty.fba&A$rQbV6�hvolum'Aij.PAp14'6 of the Plat-,.ItComr&.of 'farrant County, Test % from which-4V'14 rorxq fo-4!fd.fOr tAe nqrthW -06n* 6f said Lbt IT b4aft-Wofth 59 dtgta, 152 minutes I I 46ico6d§ rmt, -a --diatitfi&-of '32.0 hgt, W4, Vl� in. QWerete bake.the. IlAaweoftwof -the southeastdight-of-WAY. line. emaid. NZ, ld"' Mi'W And Qf W§#'. MWrc6:-Stredt (­'70`4$ht;of;wad)-; 04 Wl*the Mt 11no o-f-said, M-007 400 tract` at land --and. the -weit fine. of 'spid.1,a't 15, idi. ��e. of P-40feet f V16 P0 �rj '0 _BE6 iqudfthe flbfbi�.dedtibed.-kiipofmyF colistmetiba-easement; T1JUNCE,&.utb;04- dqtbos 04 ffihwtes 35. sdbotidg, W.&t uldf the : cut 1he oZmid I 1 '07 acre:traceotland'and thewod firiv of aid 1 1a-p9int for of 13, a. distonw of W.3 I' . -t X AjM-k _l$-,s=onMWest, di'' -df10.7-,'31 feet (6)a_�6iflffb.r cater South 7�.Aegtees 4.� r iMlic West Itay.-ff .9aid I IMI Adiir-traot bf Imtid and being b 4ho cost 9no Qrf �a tract; of 1=d.acjq6zd. -Qr.t %r.ffi, and'Westign `.b y rQo ed in: V AAiJ;q.4d.0 mpAm as ord Texas; sccojidiBuft, With thdWirsl lijt6 of' 9did 11,8971teib- Itzat be land and with.-the-the,waist thi Of said tract 4 .10d wad. W', 11',*ort - Wbrth, and %oawm ugI qqa cQmpakly, a distance a.r 1Q.73 fectl(q a point Xor. c&fter! TAMACIK Nbrth .72 AmNop-4-minutes 1-8 sewn4s E is -of 107.31 root to tbe YOINT d' (990e OF or aor� 4 wad., ultife at .[as:. BXhibft,,A PAp-1 OQ Page 12 of 14 F 11.1 N.. LOT 1-3� TEMP ORY CONS' 1,07-S.4%, F'r, 0. ALVI I L-K 'eir, to w1. LOT Lo 47* d/-tPl lh V00. 50 CAA, VE Dow 114" EX-H. 1 0' PARML UTE L.(Tr �24 COT I 0 e , 0 Y M.- LPT72* .AID 'N' el' L07:11 ti 44 tdT'17' TIM." 'ARQ I "T i ,LOT to -UNE TABLE I LINE :8FARING -DISTgE 11-1 N'59'Wif"E 3. 0 =35"W 040, -s-- 354'VV M73' .1 L— 4 t 70 41 18 'i;07*3 A� I L=B N .71 lal WE I .0. T. 0 LOT ui L9T 1114 4 0' let DETAIL "A"' Wr -'a. NeT TO, SfCALIE LOT a LbT 16 y rA I % --!"OT 7-1 0 0T LOT 96 1 401- 2-1 imm' 1, AIMAL DESMI" - MN 4Te4MOWFAHU THIS POT:. )R E xs a RPINAtK. L FAS or a 'MiNVI'mr3lb 10 TL%r, V. U% ity- o:.--F--' Fort- - W-- -arth 'IbOCC TH dbOOMR 'WEEr' ftt W60M. 7W,-1 1M.O. MAW SKOWN6 TEMP'QRARY..CG,VeP,U.CPON;E.ASEMENT LANO' (HY OEM) ACRM' �T Mf U 1 I I THE Fag h �S I& RA& I 47ST NY C,.O. IT� OF EURT WORTH-. Yq.T.Ez -DEED REAS * k'-JE �ARM'W-'r-'CP0'U7Nrfj --M-XKS' I'PROJECT., PART 1-0-;q NEL "im &. SANITJ I for i FiLt .10 U(SITb. M 1-. SO �WR ��' - WAT 3ft �r AM-TIERRVARY 1% ROTS mbul.,6F 1: 91 Page 13 of 14 Page: -1 of 3 EX MIT 11511 ltmi6frok BE(�G ;a- hilt Of.lAnd JodAted: in 064 F.-G, MW10.8boy, Abstr9ct 1045, -1h the --City tf Fort: Worth, Tarrant C6urity TOM an.d,belh§, 'Donl on 'df a Vpot,-of 104 '40AW: (n.- -8'egd io Tarraftt Replonal Water MO. ftords, TOttafft Gbufi.tyi Texas more particulafly desaibed by metes aftd Nob•as follows; -COM114ENCINa, Q;WRIK., hail in =M 1hoNcirth -right -0PWay Brie: -df East Wh9iderlDrive-Via- RQ'JRAN,):any .b0(r@'tit # Nqfthoopt Ali 0er,of%10 TOt 41�(]D�Qjo. t'apI R�gldnal W traqtj.'t - THENCE south 0.4; dogtaes b4 minut4s, 48--t- Vest -departing: the: N . orttr rightiof-way- JIRO--.of 8astAorthsids NO, ejpng tho EAst- IM6 of said Tarraht Regloftel Wter' Dfstflbt� tract,. -a distance. of 1,599,65. feet to'a .00 b6ft: 640 MM tagteqhofth'Mj. co,rndr- of'a proposed sanitary sewer,, dtalnap,. access and* piariAgdm6nt easoffient from-Akh q 3/8- ifidh''Noft rod f9grid (tqn(roi monumint)'b6drs-gouth 4:daqmes: 04 rn!hUW8A8sqdbfi%.W61A llst6fit4-pf Q9,23 fddt THENCE South 72 degrees 4.8 minutes. 16, seconds, West, along. then NDrth -fine". of said proposed RasomeRL A distmo-of 75,23 fbefto.thb POINT OFEIEGINNINOofth%hereirv.dLsscti'bed tract;. IkEINCE Souk 7 , ttlegroes. 48,, minutes 16 -seconds West, -con6nulhg !along -tho, North, line of saki proposed 0690 bolnglhe r"ntr4mt,.oamer.of,.said--p.mpose'd easement; ftent,:a distance of 173 fadt. to a point m nt; THENCE Rodh'.04,degrees, 04 mjftQles4S.o0wn0 East,. alonig Me goaf Rn Oslance of 74;52 re6t to a pobt-teing the most Northerly Northeast comer of.pid.pfo0osed easement, THENCE $b4t, 89'.qd*' grses 20 thirlu.* `06'.stadnds Mit, along -!Fie e NIM. of :said grapdAod oaftrnian(, of.11stonce. Of 1'91DQIeetjo 6 pq[kbo A50 West lJhe,-* of said Tarrant Regional Wktbr Dr6rr!dFtrdd gffd the ring of a tract --qftend d racQrded, In, Volume f1060i Page-31 DRT.U.,, THENICE -Nojh'04,degrepa,-04 Wort 110 of -said 'Taltat.Raglotml. Water District Tract and,the' EN line of AN F WWRUI, pdis tegoo"OV 10,03 faet1p.. TMWE Norm 89 d . Ogre0p:*20 M140tos 06 sot.;onfti East, dopgrilhg Imtri- the West ltniD of'sold Tarrant Regional THENCE, Sauth*04 degrees 074tWhUtes.4.8'-.SocoridaWa-st,a-distance of 04910etstothe POINT OF SKINNING .and e6jitafh-ft 1,03'0:SquA*,Feet-6t-0.024-.'Atreaof-land, more or less, -d,\FW08t0905�$fDW\E4seMenti\Pi6S.Y-7EA4PESM7,'5:LegaI Desedplio"n.doa Page 14 of 14 E L3 8 -267L *04W10', W A32 01 1 -8V E I g..'DIL 1..4 0;f, 4 git -9 , - SA�.. 1=_., N. Ce Ts---4.8' of VARRANT R GiQN#A. WATM O)STRICT t MIrMl-It". L9 Ivi.* 5-4 01 0 35 1 030 :50 Fl 4,3 00,24 AG CD 1 rl LC 0' rEASMOt ARb GHT'OrWLA? I WITC '"Me. LEW -PPOR!MON. V: .g�f > 6w: mmy8t8E FORT MftlkAS. *kZ. 80 '"n 3-160-c-0:4C IEXHU31T "6111 N 4'04� 4' W !C.. mib .2 1% ic I x M116ecrUlbs. TMEMMM; Fup ro 120 VQM %?%1302 '632 iy T.r.Tj SCALE 4ET .ml, TME -TEW-DRAYMINStROVIDA EABE14ENT fAMNT hEDT.bW. E -WKTFff- 111451TWU .PABJnT TRINITY RIVER-i VISION. , CENTRAL CITY 0T.EiCQ0FDlNATES,5HDW,ARF_,%MF "f CQUMINAMM0:0W !3 lffiMIA�EZOW1410 TH PD. 3; . . . qH TFJerMj�.67 Page 1 of 19 D217018606 1125001712:32 PM PGS 19 Fee: $88.00 Submitter: XEROX COMMERCIAL SOLUTIONS Electronically Recorded by Tarrant County Clerk in Official Public Records f}4s-�t6ccti s.rRu Mary Louise Garcia AFTER RECORDING, RETURN TO: City of Fort Worth, Texas 1000 Throckmorton Fort Worth, Texas 76102 Attention: Real Property Management NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. WITARY SEWER PIPELINE EASEMENT AND RIGHT-OF-WAY AGREEMENT STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TA.RRANT * THAT TARRANT REGIONAL WATER DISTRICT, A Water Control and Improvement District, a body politic and corporate under the laws of the State of Texas, whose mailing address is P. O, Box 4508, Fort Worth, Texas 76164-0508 (herein called "Grantor"}, for and in consideration of the sum of TEN AND N01I00 DOLLARS ($10.00) and other good and valuable consideration to Grantor in hand paid by the CITY OF FORT WORTH, TEXAS, a _ municipal corporation of Tarrant County, Texas, whose mailing address is Fort Worth, Texas 76102, Attention: Real Property Management (herein called "Grantee"), the receipt of which is hereby acknowledged, has BARGAINED, GRANTED, AND CONVEYED, and by these presents does BARGAIN, GRANT, AND CONVEY, unto the said Grantee a variable width easement and right-of-way (the "Easement") for the purposes hereinafter described under and across the lands that are described by metes and bounds on Exhibit "1" attached hereto and incorporated herein for all purposes and depicted on Exhibit "2" attached hereto and incorporated herein for all purposes (the "Land"). The terms and conditions of this Sanitary Sewer Pipeline Easement and Right -of -Way Agreement are as follows: 1. Permitted Use. The Land shall be used by Grantee only for the construction, reconstruction, installation, reinstallation, operation, maintenance, inspection, alteration, replacement, repair, relocation within the Easement, and removal of one pipeline not to exceed thirty-six inches (36") in diameter, including any casing protecting such pipeline, one twelve (IT) pipeline, and necessary appurtenant facilities far ,the transportation of effluent (collectively, the "Facilities'). No building, structure, or improvement other than the Facilities shall be placed, constructed, or maintained in, on, or under the Land. 2, Pinelines to be Buried. Grantee shall bury the sanitary sewer pipelines to be installed hereunder a sufficient depth below the surface of the ground so that the top of said pipelines shall be not less than thirty-six (36) inches below the presently existing surface of the -1- Page 2 of 19 ground; and when digging the ditch for said pipelines, Grantee shall separate the topsoil flbm the subsoil, as nearly as possible, and when backfilling said ditch, Grantee shall place the subsoil back into the ditch first and the topsoil last. 3. AR oval of Plans. All facilities authorized hereunder shall be constructed pursuant to plans and specifications (the "Plans") to be submitted to Grantor prior to the commencement of construction. No operations relating to the construction of the Facilities shall be commenced until the Plans therefor have been submitted to and approved in writing by Grantor. Grantor, by giving such approval, shall not assume any responsibility or liability with respect to such Plans. 4. Reservation of Minerals. There is reserved to Grantor, its successors and assigns, and not conveyed hereby, all of the oil, gas, sulphur and other minerals in, on or under the Land, but Grantor waives all rights of ingress and egress to the surface of the Land for the purpose of exploring, developing, mining, or drilling therefor; it being specifically agreed that no operation relating to such mineral reservation will be conducted on the surface of the Land. The foregoing waiver of surface rights shall not be construed to prohibit Grantor from using the surface of any lands other than the Land for activities related to the development or production of the oil, gas, sulphur and other minerals in and under the Land nor shall such waiver be construed to prevent Grantor from developing or producing the oil, gas, sulphur and other minerals in and under the Land by pooling or directional drilling under the Land from well sites located on lands other than the Land. Notwithstanding the foregoing reservation, Grantee shall have the right and privilege to own, use and remove from the Land all sand, gravel, dirt, rock and other. similar materials as may be necessary in exercising the rights granted herein, 5. Performance of Work. All work done in connection with the Easement_ shall be performed in accordance with the Plans and as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of the. Land by Grantor, its agents, representatives, employees, licensees, and invitees, In performing the work or causing the work to be performed, Grantee shall make adequate provisions for the safety and convenience of Grantor, its agents, representatives, employees, licensees, and invitees, and shall cause all work to be cleaned up properly and promptly in order to minimize disruption or inconvenience. Grantee shall construct and operate the Facilities at its sole cost and expense. Grantee shall perform all work necessary in connection with the construction, reconstruction,vnstallation, reinstallation, operation, maintenance, inspection, alteration, replacement, repair, relocation within the Easement, and/or removal of such Facilities in a. good and workmanlike manner in conformance with sound and accepted engineering practices. After any disturbance of the surface of the Land for any purpose authorized hereunder (whether in connection with initial construction or installation; any reconstruction or reinstallation; any replacement or alteration; any operation, maintenance or repair; any survey or inspection; any relocation within the Easement; removal; or otherwise), Grantee shaft restore such surface to the same condition as existed _before any such disturbance. Further, if any improvements of Grantor are disturbed, damaged, or destroyed by the operations of Grantee hereunder, Grantee agrees to replace and restore such improvements to a condition at least as good as existed before any such disturbance, damage, or destruction. The Facirlities shall at all times be constructed, kept, operated, and maintained in a safe condition and in full compliance with all applicable federal, state, municipal, and other laws, statutes, regulations, ordinances, and orders. 6. Temnoram Construction Easement. In addition to the Easement granted herein, Grantor hereby.grants to Grantee a temporary construction easement (the "Temporary Construction -2- Page 3 of 19 Easement") over and across the lands that are described by metes and bounds on Exhibits "3," and "S" attached hereto and incorporated herein for all purposes and depicted on Exhibits "4" and "6" attached hereto and incorporated herein for all purposes. The lands within the Temporary Construction Easement are to be temporarily used solely in connection with the construction and installation of the Facilities. Upon the completion of the construction and installation of said Facilities, which shall be completed no later than two years from the effective date hereof, all rights granted within the Temporary Construction Easement shall cease, and all operations, maintenance, and repairs shall be confined to the Land. After any disturbance of:the surface of the lands burdened by the Temporary Construction Easement for any purpose authorized hereunder, Grantee shall restore such surface to the same condition as existed before any such disturbance. Further, if any improvements of Grantor in the area covered by the Temporary Construction Easement are disturbed, damaged, or destroyed by the operations of Grantee hereunder, Grantee agrees to replace and restore such improvements to a condition at least as good as existed before any disturbance, damage, or destruction. 7. Removal or Relocation of Pipeline. In the event that the United States Army Corps of Engineers or Grantor should require the removal or relocation of the Facilities in connection with the operation of the Fort Worth Floodway, Trinity River Vision Project, Central City Project, or any other public project of Grantor, Grantee agrees to perform such required removal or relocation promptly and agrees to be solely responsible for all costs and expenses associated therewith. Further, Grantee hereby releases, relinquishes, and discharges Grantor and the United States Army Corps of Engineers, and their respective officers, directors, agents, servants; employees, attorneys, successors, and assigns, from and against any and all liabilities, costs, or expenses resulting from, arising out of or in connection with, or relating to any required removal or relocation of the Facilities. 8. No Surface Improvements. Grantee agrees that no buildings, structures, or other appurtenances, other than an above -ground utility maker pole, shall be placed on or above the surface of the Land without the prior written consent of Grantor. 9. Reservations and Exceptions to Grant. The Easement is expressly made subject to (i) any and all visible and apparent easements and rights -of -way over or across the Land, whether of record or not; (ii) any and all existing restrictions, reservations, covenants, conditions, oil and gas leases, mineral severances, and other instruments, other than conveyances of the surface fee estate, that affect the Land and are shown of record in Tarrant County, Texas; (iii) all reservations, restrictions, covenants, terms and conditions contained herein; and (iv) any and all zoning laws, regulations, and ordinances of municipal and other governmental authorities relating to the Land, but only to the extent that they are still in force and effect (collectively, the "Permitted Exceptions"). Grantor hereby reserves to itself, its successors and assigns, thexight to use and enjoy the surface and subsurface of the Land for any and all purposes so long as such use does not adversely interfere with the rights herein granted to Grantee, and provided further that the surface of the Land will not be used for mineral exploration or development. In addition to all other rights reserved herein and not in limitation thereof, Grantor specifically, reserves the right of passage over the Land. 10. RELEASE. Grantee, on behalf of itself, its successors and assigns, hereby releases, relinquishes, and discharges, Grantor, and Grantor's officers, directors, agents, servants, employees, attorneys, successors, and assigns, from and against any and all claims, demands, liabilities, suits, causes of .action, obligations, damages, injuries, losses, penalties, costs, (including, -3- Page 4 of 19 without limitation, attorneys' fees, court costs, consultant fees, expert fees, and other litigation related expenses), of whatsoever kind or character, directly or indirectly resulting from, arising out of or in connection with, or relating to (i) any use or occupation of the Land by Grantee or any its officers, directors, agents, servants, employees, contractors, or subcontractors; (ii) any condition of the Land or any condition ofthe structures, equipment, facilities, or other improvements situated on or under the Land; (iii) any use or occupation of the lands burdened by the Temporary Construction Easement by Grantee or any of its officers, directors, agents, servants, employees, contractors, or subcontractors; (iv) any condition of the lands burdened by the Temporary Construction Easement or any condition of the structures, equipment, facilities, or other improvements situated on or under the lands burdened by the Temporary Construction Easement; (v). the construction, installation, reconstruction, reinstallation, operation, maintenance, inspection, alteration, replacement, repair, relocation within the Easement or removal of any of the Facilities; (vi) any damage to or destruction of any of the Facilities from any cause whatsoever; and (vii) any removal or relocation of the Facilities, in whole or in part, that may be required in connection with the operation of the Fort Worth Floodway, This release extends to and includes any and all claims for bodily injury, death, sickness, disease, property damage or destruction, consequential damage, or economic loss caused to or suffered by any person or property, including Grantee, and Grantee's agents, servants, employees, contractors, successors or assigns, or any other person or entity. This release shall survive termination of the Easement. It. Automatic Reverter. The Easement, and all tights and privileges granted herein, will automatically terminate if and when the Easement is no longer.used for the purposes set out herein. In the event of such termination of use, Grantee agrees to execute and deliver to Grantor a document in recordable form releasing all of Grantee's rights hereunder, but the failure to execute and deliver such a Release shall not affect Grantor's ownership of the Land free and clear of any claims, rights, or privileges of Grantee, 12. Prohibition on Assimment. This Sanitary Sewer Pipeline Easement and Right -of - Way Agreement may not be assigned by Grantee, in whole or in part, without the prior written consent of Grantor. Any purported assignment without such written consent shalll be void and of no force or effect. 13. Acceptance of Sanitary Sewer Pipeline Easement and Right -of Wav Agreement. By signing this Sanitary Sewer Pipeline Easement and Right -of -Way Agreement, Grantee has agreed to and accepted the terms, conditions, benefits, and obligations contained herein, Grantor has agreed to grant the Easement in reliance upon Grantee's representation that Grantee agrees to and accepts the terms, conditions, benefits, and obligations contained herein. 14. Bindine Effect. The terms and provisions of this Sanitary Sewer Pipeline Easement and Right -of -Way Agreement shall inure.to the benefit of and be binding upon Grantor and Grantee and their respective successors and assigns and shall be covenants running with the land. 15. Entire Aareereen�ent. This Sanitary Sewer Pipeline Easement and Bight -of --Way Agreement contains all of the agreements between the parties respecting the subject matter hereof, and no prior representations or statements, vernal or written, have been made modifying, adding to, or changing the terms of this instrument. ,4. Page 5 of 19 16, Amendments. No amendments, modifications, or revisions of this Sanitary Sewer Pipeline and Drainage Easement and Right -of -Way Agreement shall be effective unless made in writing, dated subsequent to the date hereof, and signed by the parties hereto, or their respective successors or assigns. TO HAVE AND TO HOLD the above described Easement, together with all and singular the rights and appurtenances thereto in anywise belonging, subject to the Permitted Exceptions and all other terms and conditions stated herein, unto the Grantee„ the said City of Fort.Worth, Texas, its successors and permitted assigns, for so long as the Easement is used for the purposes stated herein, and upon cessation of such use, all rights, titles, and interests vesting in Grantee, the said City of Fort Worth, Texas, its successors and permitted assigns, by virtue hereof shall automatically cease and determine. Grantor does hereby bind itself, its successors and assigns, to WARRANT AND DEFEND all and singular the Easement unto the Grantee, the said City of Fort Worth, Texas, its successors and permitted assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, by, through, or under Grantor, but not otherwise, subject, however, to the Pennitted Exceptions, the automatic right of reverter and all other terms and conditions stated herein. EXECUTED tBY day of rx•+wwry , 2�1K M ►Y i TARRANT REGIONAL WATER DISTRICT, a Water Control and Improvement District By. / - R. Steve hristian Real Properly Director GRANTEE: CITY OF F T WORTH, TEXAS By: ,� Q Ste a Cooke, irector Property Management Department APPROVED AWTO FORM AND LEGALITY Title: Assistant City2AttonY Date: ,�� I -5- Page 6of19 STATE OF TEXAS COUNTY OF TARRANT n he foregoing instrument was acknowledged before me on this day of CCf l�:,e— V , 2016, by R Steve Christian, Real Property Director of Tarrant Regional Water District, a Water Control and Improvement District, on behalf of said District. (P11-0011-N KATHERNIE MARIE MAfltINE2 Notary Put1g0, State o! Texas Comm, [Wrao 11.20.2020 Notot ID 124379011 STATE OF TEXAS COUNTY OF TARRANT Notary Public, State of Texas The foregoing instrument was acknowledged before me on this �S�" day of 2017� by Steve Cooke, Director, Property Management Department of the City of F ri Worth, Texas, a municipal corporation, on behalf of said City. J Notary Public, State of Texas ti�pY hvs ANDREW VIRDELL Notary Public STATE OF TEXAS OIL My Comm. Exp. Aug- 05.2019 ME Page 7 of 19 EXHIBIT "1" PART 10-CRANNEL SEGMENT A WATER & SANITARY SERER RELOCATION 529 NORTH TkIROCKMORTON STREET PARCEL No. 13PE PERMANENT SANITARY SEWER E + NT CITY PROJECT No. 00969 FELIN G. MULLMN SURVEY, ABSTRACT No.1045 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS RXMIT «A,) Being a permanent sanitary sewer -easement out of the Felix Q. Mulliken Survey, Abstract No. 1045, City of Fort Worth, Tarrant County, Texas, said permanent sanitary sewer easement being a portion of an 11.897 acre tract of land (by deed) deeded to Tarrant Regional Water District as recorded in County Clerk's File No. D209336857 of the Deed Records of Tarrant County, Texas, said permanent sanitary sewer easement being more particularly described by metes and bounds as foIlows; COMMENCING at a 3/8 inch iron found for the intersection of the east line of said 11.897 acre tract of land and with southeast right-of-way line of N.B. 10 Street (a 60 foot right-of-way), said 3/8 inch iron rod being the northwest corner, Lot 13 of Block 44 of North Fort Worth, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 63, Page 149 of the Plat Records of Warrant County, Texas, from which a "X" in concrete found for the north corner of said Lot 13 bears North 59 degrees 52 minutes 11 seconds East, a distance of 32.03 feet, said `X" in concrete being the intersection of the .southeast right-of-way line of said N.B. 10 Street with the southwest right-of-way fine of North Commerce Street (a 70' right-of-way); THENCE North 04 degrees 04 minutes 35 seconds East, with the east line of said 11.897 acre tract of land, passing at a distance of 351.16 feet a point from which a 5/8 inch capped iron rod stamped "Brooks Balser" found for reference bears a radial bearing of North 85 degrees 55 minutes 25 seconds West, a distance of 199.67 feet, in all, a total distance of 586.15 feet to the POINT OF BEGINNING ofthe herein described permanent sanitary sewer easement; THENCE North 29 degrees 59 minutes 54 seconds West, a distance of 96.50 feet to a point for corner; THENCE South 64 degrees 49 minutes 37 seconds West, a distance of 29.80 feet to a point for corner; THENCE North 67 degrees 13 minutes 41 seconds West, a distance of 21.04 feet to a point for coiner in the west line of said 11.997 acre tract of land and being in the east line of a tract of land deeded to Fort Worth and Western Railroad Company as recorded in Volume 9391, Page 2044 of said Deed Records of Tarrant County, Texas; THENNC , North 04 degrees 04 minutes 35 seconds But, with the west line of said 11.897 acre tract of land and with the east line of said tract of land deeded to Fort Worth and Western Railroad Company, a distance of 15.84 feet to a point for comer; Exhibit A Page 1 of 2 Page 8 of 19 TBENCU South 67 degrees 13 minutes 41 seconds East, a distance of 19.45 feet to a point for corner, THU,NCE, North 64 degrees 49 minutes 37 seconds East, a distance of 70.32 feet to a point for comer, THCNCT South 85 degrees 55 minutes 25 seconds Bast, a distance of 20,22 Meet to a point f a corner in the east line of said 11.897 acre tract of land and being in the west line of Block 47 of said North Fort Worth; THENCE South 04 degrees 04 minutes 35 seconds West, with the east Iine of said 11.897 acre tract of land, a distance of 116.07 feet to the POINT OF BEGINNING and containing 4,558 square feet or 0.105 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description, (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: February 19, 2016 67 Curtis Smith 5194 AORM., SMITH, Re �94ed Professional Land Surveyor � Exhibit A Page 2 of 2 Page 9 of 19 11e) i1 EXHIBIT "B" PAROU NO. iSPl � : � I � � LOT 23.•' FND,W/ CAP STAIAPFEO (RADIAL JS 4 i s 5/8"CJRF \' �N 8(RADAb EMNO) 'y' LOT 20 , yQ ' LOT 3 ���� WT 23 BLOT T'HAKER T9B,B7 1 , wN LOT 19 PAlNG A7 351.1s LOT 21 �,� �� L07 2 Jam, 24 LOY 'LOT 19 LOT 4 p o LOT 22 �/ ' �o� '� LOT 1 LOT 7 �.� jYj _'�� ' 'LOT a 4 LOT 3 Qi p C:~ LOT 23 Lt7 LOT a �r,a I I : - w ��� �r � �� "LOT 24 ((� , 4 /� LOT 5 LOT 2 +a��a`�y t� �y LOT 1 x LOT 4 W Ct 14 ' �� T� UJ I 2Q Q �z d a I '1d ' `,� L- Q 1i I `yE' 4 LOT 13 J 1�— L07 3 w Ci � LOT 12 ' LOT 14 FND ,' ' "%" IN CONC �' LOr 11O O� LOT 1$ ,ter LOT 13 LOi to , t� D lFwD 3/B �R r. �j y 1�'' LOT 10 LOT to LOT 9 LOT 17 LINE TABU; IAr 15 ,' � �LOT a�Lar is LINE j BEARING I DISTANCE L-1 L N 59'52' 11 "E 32.03' T ES- 1.A 1, A LEGAI. DESCRIPTION OF EVEN DAT$ ACCOMPANIES TFtlS PLAT, 100 50 0 100 2. ALL S A M AND COORDNATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEW, NAD-83. THE NORTH CENTRAL ZONE 42M ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF MOD13782801IS. SCALE IN FEET &U,;p City o F Fort Worth 1000 THROCNIADRTON. STREET a FORT WORTH, TEXAS 78102 _ Emmir SHOWING PERMANENT SANITARY SEWER MEMENT Our OF A 11.897 ACRES -TRACT OF LAND (BY DEED) SITU ' IN FELIX 0. MULLIKEN SURVEY A SFRACT No. 1045 CITY OF FORT WORTH,pTARkANT COUNTY, TEXAS C.C.F.No!CD20933B857 DEED RECORDS OFMENTaTARRRA%NT COUNTY, TEXAS PROJ( ACQUESITIOA T 10 S.HA�) EL F TOR '%5 AC TA (TY P J. Mo.D�0989 d0J3 0. K 14 .004� RY ,¢• � 13HAWN �TeOF GORRGNDONA Jk 2016 ASSOCIATES IN 7 JT 4 ZIWEWELI BDULkl/ARD H •FORT W H. TJG 76118 SMITH ■ Page 10 of 19 EXHIBIT P PARCEL No. ISM \'V LOT 20:4� er1LOT LINE TABLE LOT 21 j p�n1 �R.COCK 48 LINE BEARING DISTANCE '-�6 $� F ' r L-2 N 29'59 54 W 96.510 / L-3 S 64'49'37 29.80' I LOT a �. t° LOT 22 L-4 N 67' 13'41' I 21.04' j " te a . ' Q L-5 N 04'04'35 t 15.84' L- 6 1 S 6713'41 19.45' LOT 3 LOT 23 r �1' C1 LOT I L-7 I N 64.49,37 1 70.32' L--B 9 85'55'25' E 1 20.22' LOT L--9 S 04'04'35"W 1 116.07' r' r LOT 2 r , LOT 24 f 12 r LOT 14 .1% — . .' PERMANENT •'� Lott L—B, LOT I SANINEWER �{ .n i 4,558 FT. OR �f �'► � �.� �{yLS� 0.105 ACRES �p� � LOT 1O rr' IOT - .4. $� L.,4� �~ rrr'' LOT 17 i O' G� FbOCK 461 L-3 <� r " LOT 9 LOT 12 r,r ip 0 rr 1 WAR R �`r �O J' LOT B a`d� , LOT 18,'� r LOT 11 •�� r 7 LOT 13 r' r 'd n LOT 19 Q Q ,i { LOT 17 �� r L07 7Qp' i LOT10 w r, �• ay r,i LOT 14, LOT B •a �`7� LOT 20 LOT 21 L r1 rLOT i8 N'r LOT 8 ` ',' LOT 15 r 19 . /��r' LOT 4 LOi 22 ) LOT 16 F, 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT, 100 50 0 100 2 ALL SEMINOS AND COORDINATES ARE REFERENCED TO THE MXAS COOR"TE SYSTE5HOWN'ARE SURFACE UNWZI G A SURFACE FACZONE TOR OF 1.0DDOTA377528911A.ND AS SCALE IN FEET o o r City of Fort Worth 1000 TRROCKMORTON STREET 4 FORT WORTH. TEXAS 78102 EXHIBIT PERMANENT SANITARY SEWER EASWENT OUT OF A 11.897 ACRES TRACT OF LAND (BY DEED) FELIX G. MUWKEN SURVEIL ABSTRACT NO. 104$ CtT1' OF FORT WORTK TARN NT COUNTY, TEXAS C.C.F. No. D209336857 DEED RECORDS .OF TARRAN--T COUNTY, TEXAS PAATEA 10-4.ATLgRE�R OT1II�05 AESVIfYPROJRE A •( O DRAWN F CAD M 13PE DY CORRONW1I ASSOCIATES. ►NC.M"fkf "' .1 MULMD � : &7 WORT Page 11 of 19 EXHIBIT "3 11 PART 10-CHANNEL SEGMENT A WATER & SANITARY SEWER RELOCATION 529 NORTH TBRROCIKORTON STREET PARCEL No.13TE-1 TEMPORARY CONSTRUCTION EASE, NT CITY PROJECT No. 00969 FELL G. MULLIKEN SURVEY, ABSTRACT No.1045 CITY OF FORT WORTH, T,A.RRA.NT COUNTY, TE, XAS 193 Being a temporary construction easement out of the Felix 0. Mulliken Survey, Abstract No, 1045, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of an 11,8.97 acre tract of land (by deed) deeded to Tarrant Regional Water District as recorded in County Clerk's File No. D209336857 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows; COMMENCING at a 3/8 inch iron found for the intersection of the east line of said 11.997 acre tract of land and with southeast right-of-way line of N.B. 10 Street (a 60 foot right-of-way), said 3/8 inch iron rod being the northwest corner of Lot 13, Block 44 of North Fort Worth, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 63, Page 149 of the Plat Records of Tarrant County, Texas, from which a "K" in concretefound for the north corner of said Lot 13 bears North 59 degrees 52 minutes 11 secaiids East, a distance of 32.03 feet said "X" in concrete being the intersection of the southeast right-of-way line of said N.B. I0� Street with the southwest right-of-way line of North Commerce Street (a 70' right-of-way); THENCE North 04 degrees 04 minutes 35 seconds Fast, with the east line of said 11.897 acre tract of land, passing at a distance of 351.16 feet a point from which a 5/8 inch capped iron rod stamped "Brooks Baker" found for reference bears a radial bearing of North 85 degrees 55 minutes 25 seconds West, a distance of 199,67 feet, in all, a distance of 550.45 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THE, North 29 degrees 59 minutes 54 seconds rest, a distance of 107,68 feet to a point for comer; THENCE South 64 degrees 49 minutes 37 seconds infest, a distance of 20.31 feet to a point for corner; THENCE North 67 degrees 13 minutes 41 seconds West, a distance of23,16 feet to apoint for comer in the west line of said 11.897 acre tract of land and being in the east line of a tract of land deeded to Fart Worth and Western Railroad Company as recorded in Volume 9391, Page 2044 of said Deed Records of Tarrant County, Texas; THENCE North 04 degrees 04 minutes 35 seconds Bast, with the west line of said 11.897 acre tract of land and with the east line of said tract of land deeded to Fort Worth and Western Railroad Company, a distance of 21.11 feet to a point for comer; Exhibit A Page 1 of 2 Page 12 of 19 THENCE South 67 degrees 13 minutes 41 seconds East, a distance of 21.04 feet to a point for corner; THENCE North 64 degrees 49 minutes 37 seconds East, a distance of 29.80 feet to a point for comer; THENCE South 29 degrees 59 minutes 54 seconds Bast, a distance of 96.50 feet to a point for corner in the cast line of said 11.897 acre tract of land; THENCE South 04 degrees 04 minutes 35 seconds best, with the east line of said 11.897 acre tract ofland, a distance of 35.70 feet to the FOINT OF BEGINNING and containing 2,985 square feet or 0.069 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: February 19, 2016 Curtis Smith Registerad Professional Land Surveyor No. 5494 Exhibit A Page 2 of 2 Page 13 of 19 -V a FND,W/ CaP STAMPPEO 0 0 6/8 CIRF r 'BR00Ks BAKER" ,,LOT 17 LOT "I rr 4='4iy.ti� 10T 19 LOT 7 L07 23 ,r LOT 2 �, L 24T 'A �• r' ,i LOT 1 r a� LOT 8\ LOT '� a o U tors re d, o LOT 23 ��� �- 'mod' 210 Y LOT 6 �. 12 LOT 2 = O :A \ .gam �` '� �' z ' �' LOT 1 X LOT 4 a o41 $ �5�� W W U LOT 3 ' Lo't /'� cj ' Q 9 �,'' j oo L07 12 LOT 14 LOTFNO "N" IN CONC /'r LOT 11 o� LOT 16'�, P.O.C. LOT 13 0� Oevt� LOT 18 r A1, QA, ' FND 3/8WR ,ter ry /f� .�} v/ L.OT 10 � �p� LOT 14 LOTS LOT n f LINE TABLE LOT 1G ,r (� L07 8 LINE I BEARING ( DISTANCE L-1 I N 59'52'11 "E 32.03` N6Tts, 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIER THIS PLAT. 100 50_ _ D 100 2. ALL BEARINGS AND COORDINATES ME REFERENCED TO THE TEXAS COORDINATE SYSTEM. NAD-S.T. THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZINO A SURFACE FACTOR OF 1.00DI37MOVI16. SCALD IN FEAT EXHIBIT 19B PARCEL No. 13TR— l (RADIAL BEAWNO ' LOT 20 N 6S'65 25,* 199.67' PASSING AT 351,18�\LOT4 LOT 21� .r LOT 22 &q;p City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 78102 FX+NBD' SHOWING TEMPORARY CONSTRUCTION EASEMENT OUT OF A 11.807 ACHES TRACT OF [[AND (BY DEED) FELIX G. MULLIKEN UTRVir ABSTRACT No, iD95 CITY OF FORT WORTH, TARhANT COUNTY, TEXAS AS RE DID �1�t C.C.F. No. 209336857 A I (� C�DEED RECORDS -OF �jTARRRANT COUNTY, . TEXAS Jor� Na �Ni(iaBv.bONS 'EA: 2A85 SOFA UOAARE OR OTC AGRESTA101 Y t 7J,,,No. 00969 Ttf PR ND. OOB69 DATA FEBRUaRY w$, 2018 F. �r R i 1 z' TX. 7611e • OORRONDONA & ASSOCdITES. i • 7824 JACK NE191. 130ULfYARD r I SMITH 763 Page 14 of 19 EXHIBIT " LINE TABLE a PAit EZ NO. TSTE—i LINE BEARING DISTANCE I \'V' LOT 20 : '\ p 1 � ' ,-' L--2 N 29'59'54"W 107,68' `a . '�-3 S 84'49'37"y 20.31' LOT':L-4 N 67'13'41"W 23.16' LOT 21 } } g r BLOCK 48 L-5 I N 04'04'35"E 21.11' } q L--S I S 67' 13'41 "E J 21.04' '0 tA'� L-7 N 64'49'37-1 J 29.80' �� LOT 4 50 %kv LOT 22' p L--8 S 29'59,54'E ( 98.50' f''' L--9 I S 04'04 35"W 1 35,70' ' LOT 3 �� LOT 23T cj LOT 13 'LOT 24 } , � L10ZT -COT 14 LOT 2 //'` /- or LOT I TEMPORARY LoT - ��`{� i CONSTRUCTION c,-t`�� L-6- L-7 2,985 SQ AFT, OR LOT IB / n�► 2 0 0.069 ACRES �•' \ o C�•� by }a1 :. L.,5 ,LOT 17 �� a OEf C1i 8 �_ LOT 9 / -10 LOT 12 A •l L ^� L...i� �E:�' /� ./- 0 r 1 •:N A i LOT 18 Q ✓ 1 aF::S:;{. !/ / LOT a C`�� � i LOT 11 r �p,v'µ`� °\ '�'�' LOTi 3 �0 \� IAT LOT 17 ��' RAi 7 .�RP tar 19 ' 0ro � LOT 14 LOT a 107 20 LOT 16 }}LOr,18 V� \ �'' LOT 6 LOT 21 / f3 / LOT 1$ I [ S 1 LOT 19 i \ �' LOT 4 / 'LOT 22 1. A A LEGAL DESCRIPTION OF %VEN DATE ACCOMPANIES THIS PLAT, 100 50 0 100 2. ALL HEARNOS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-93 TIRE TdUNOALL C0AflFAS SHOWARE SRCE UILIZING AASRFACEFACTR OFF 1.A00137562MII SCALE IN FEET Gity of Fort Worth 1000 TNROCKMORTON STREET d FORT WORTH, TETRAS 76102 VIM" SHOWN10 TEMPORARY C0� RRFUCCTION EASEMENT 11,B97 ACRES TRACT OF LAND (BY DEED) SITUATED IN THE • FELIX G. MULLIKEN SURVEY. ABSTRACT No. 10 CITY OF FORT WORTH, TARRANT COUNTY, TEX9 AS RECCROED f C.C.F. No. D2093 8BB7 (DEED RECORDS OF TARRANT COUNTY, TEXAS PRQy1517:�PART ARF�Aa-CH 985N SQUAREnFEET OR 0069 ACRESTARCfTY PR6J. No. 00969 J08 N� �F�110q„{jp 20,a 1 EXHBIT 9Y:P OF 2 CAD FILE-, 1`JTEa'DW6 OORRO(Nf ADRDYMAI O• ASSOCIATES, INC.. 7s2�.M �IYFAL 80ULEYARD H P'DitT WORTH, 71G 7811E CURTIS SMITH REGISTERED PROFESSIONAL LAND BURY Tb4114 T fib 11 NO. 1010 917-493_1424 FAx e!7-490-1768 Page 15 of 19 EXHIBIT "5" PART 10-CHANNEL SEGMENT A WATER & SANITARY SEWER RELOCATION 529 NORTH TERO CKMORTON STREET PARCEL No. 13TE-2 TEMPORARY CONSTRUCTION EASEMENT CITY MOJECT No. 00969 FELIX G. M_ULLIKEN SURVEY, ABSTRACT No.1045 CITY OF FORT WORTH, TAR�tANT COUNT, TEW L, XHIBIT "A" Being a temporary construction easement out of the Felix G, Mulliken Survey, Abstract No. 1045, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of an 11.897 acre tract of land (by deed) deeded to Tarrant Regional Water District as recorded in County Cleric's File No. P209336857 ofthe Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows; COMMENCING at a 3/8 inch iron found for tlr. intersection of the east line of said 11,897 acre tract of land and with southeast right-of-way line of N.E. 10"' Street (a 60 foot right of -way), said 3/8 inch iron rod being the northwest corner of Lot 13, Block 44 of North Fort Worth, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 63, Page 149 of the Plat Records of Tarrant County, Texas, from which a "X" in concrete found for the north comer of said Lot 13 bears North 59 degrees 52 minutes 11 seconds East, a distance of 32.03 feet, said 'W' in concrete being the intersection of the southeast right-of-way line of said N.E. 10 Street with the southwest right-of-way line of North Commerce Street (a 70' right-of-way); THENCE North 04 degrees 04 miautes 35 seconds East, with the east line of said 11.897 acre tract of land, passing at a distance of 351.16 fact a point from which a 518 inch capped iron rod stamped `Brooks Baker" found for reference been a radial bearing of North 85 degrees 55 minutes 25 seconds West, a distance of 199.67 feet, in all, a total distance of 70122 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE? North 85 degrees 55 minutes. 25 seconds West, a distance of 20.22 feet to a point for corner; THENCE South 64 degrees 49 minutes 37 seconds West, a distance of 70.32 feet to a point for corer$ THENCE North 67 degrees 13 minutes 41 seconds West, a distance of 19.45 feet to a point for corner in the west lino of said 11.897 acre tract of land and being in the east Ime of a tract of land deeded to Fort Worth and Western Railroad Company as recorded in Volume 9391, Page 2044 of said Deed Records of Tarrant County, Texas; TIEI NCE North 04 degrees 04 minutes 35 seconds East, with the west line of said 11.897 acre tract of land and with the east line of said tract of land deeded to Fort Worth and Western Railroad Company, a distance of 18.47 feat to a point for corner; Exhibit A Page 1 of 2 Page 16 of 19 Ti , NC.Lr South 67 degrees 13 minutes 41 seconds East, a distance of 17.59 feet to a point for corner; THENCE North 64 degrees 49 minutes 37 seconds East, a distance of 61.13 feet to a point for corner; THENCE North 04 degrees 04 minutes 35 seconds Bast, a distance of 406.67 feet to a point for corner; THENCE South 95 degrees 55 minutes 25 seconds East, a distance of 30.00 feet to a point for corner in'the east line of said 11.897 acre tract of land; T11 NCE South 04 degrees 04 minutes 35 seconds West, a distance of 421.25 feet to the POINT OF BEGINNING and containing 14,040 square feet or 0,322 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, ail distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date; February 19, 20 6 Curtis Smith Registered Professkaal Land Surveyor No. 5494 Exhibit A Page 2 of 2 Page 17 of 19 EXHIBIT "611 y EXHIBIT "B " PARM No. I8TI1'-2 FND,WJ CAE' STAMPPED G-I- (RADIAL BERINO} •' �s �( o O •BROOKS BAKER- N 85.65.26 II ING) ' LOT 20 r,/ 0 '' LOT 3 ,i�t LOT 23 LOT 17,/. //y ` P ` i 0 �LQT 18 PASSING AT• 351J8_ / LOT 21 / \' LOT 2 // L; LOT 1,- 1 / 'LOT 19 LOT 4LOT 22 / �Q LOT 1 LOT 7'L LOT 8 /,� 'LOT 'Wald ^ rLOT 3 :& LOT 23 ///� i� N Lr) r LOT 24 LOT 8 l c jx W LOT 2 �'r�+"O.O X LOT 4 1 p 0: g I.:k LOT 1 y� 4 ,p}•�1 &' a w W� •y �1► as x U LJDT LOT 30 1 0) 1 `_vkA- 13 ,fm LOT �iJ � �•/1 '7[" N CONC / LOT 11 � p / LOT 15 ,.. FND 3 81IR LCJT 1'r rp � /'// LOT 10 cp'", , 49T 18 ze vk LOT 14 /A �� �_ i LOT B �`;�� '0� LOT 17� V BLOO�'44 J' 1 UNE TABLE LOT is /' LOT B 1oT to LINE + BEARING I DISTANCE L-1 1 N 59'52' 11 "E j 32.03' I NOTES; 1. DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 100 50 0 .100 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDWATE SYSTEM. NAD-•83, THE NORTH CENTRAL ZONE 4202. ALL OISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375259115, SCALE IN FI.E7 ovo City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHI®T SHOWING OF TEMPORARY CONSTRUCTION EASEMENT CUT OF A 11.897 ACRES TRACT OF LAND (BY DEED) ,t`Qr" GtSTR' SITUATED IN THE FELIX C, MULLIKEN SURVEY ABSTRACT No. 1045 TEXAS CURTIS SM1T CITY OF FORT WORTH, AARkAWCOUNTY, ,•,�....,� ..•«• C,C.F, No. 0209A6857 5494 DEED RECORDS OF TARRANT COUNTY, TEXAS •'� PROJECT: PART 10—CHANNEL SEGMENT A WATER & SANITARY SEWER E}f�C TI Ro. AC 1JI51TI0�j) ARE A; 14-04Q S UARE FEET OR (1322 ACRES i CI JO�Na``KHA140B.O0 DRAWN IN, jwj ICMDURTE-2 CURTIS SMITH REGISTERED PROFESSIONAL. LAND SURVEYOR DATE: FEBIIUARY 19. 2018 E)0981T 8 PAGE 1 OF 3 SCALE: 1' 19� SOUTH NO, 5494 TEXAS FIRM NO. 10108900 OORRONDONA h RSSOCIATES, 1 . 7524 JACK NEWELL BOULEVARD FORT W%H, TX. 78118 •. $17-496-1424 FAX 817-495-1708 Page 18 of 19 `Cr LOT 20 LOT 21 'a LOT 22 LOT 4 �� o� LOT 3 fi�p�, LOT 23 , LOT 24 LOT R ,/•• LOT 1 LOCA' 481 LOT 12 LOT II LOT 13 tv�j Q� "LOT I LOT 14 � SLOT 16 3 LOT 16 , I EXHIBIT 77B " :PARCEL No. 13TV--2 tq' r{ ry L07 \24 g L 14 BLOCK C TPUPQRARY - - , 49 CONSTRUCTION EASEMENT 14,040 $0. FT. OR 0.322 ACRES V1 DISTAjj��CE 20,22' 70.32' 19,45' 18.47' 17.59' 61.13' 1 , % L12 OT % LOT 14 LOT 11 A�( L07 15 F ► '� A O.B. f LOT , s C,'� LOT 10 G) LOT 0 ' LOT 17 ,� LOT 8 LOT 16 �yJ] LOT 17o�',, LOT 19 / `is, . '�?i C3o� LOT 20 , LOT a / ILOT 19v4 LOT 21 LOT 5 / jLOT 18 ,/ fA'---LOT 4 'LOr 23 r� •• , �•j �� LOT 13 LINE L--2 L-3 L-4 L--5 L--B L--7 LINE TABLE BEARING N 85*85125"W S 64'49'37"W N 6713'41 "W N 04'04'35"E S 67' 13'41 "E N 64'49'37"E 0 SL 1.ACOAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT, 100 50 0 100 2. ALL BF.ARMOS AND COMIKATES ARE REFERENCED TO THE TEXAS COORDINATE MM4. HAD-•63, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIERG A SURFACE FACTOR OF 1,O0013752W116. SCALE IN FEET bqpP City of Fort Worth rth 1000 THROCKMORTON STREET i FORT WORTH, TEXAS 76102 OMIT ISHOWINO TEMPORARY CONSTRUCTION EASEMENT OUT OF A 11.897 ACRES TRACT OF LAND (BY DEED) FEUX G. MULLIKEN SURVEY, ABSTRACT No. 1045 CITY OF FORT WORTH, TARRANT COUNTY. TEXAS C.C,F. N"9NONA6857 DEED RECORDS OF TARRANT COUNTY, TEXAS pR9EAo IISARME AORA4I0N4AUB E5ft JOEoEKH1100� DAFRVW89,2016 ¢ORRONDONA & ASSOCIATES, IN . • �CR4 J' �ORAZf.37.2 CARY S��i REIyLOCATLO�S REOISTIEREt/ PROF OF E 1' • 100' �(0 5404 T NIEVR DlAMMI) SO FORT WORTH. TX. 75118. • 81�-4996 1424 Page 19 of 19 EXHIBIT "B " PARCEL No. 13TE-2 f LINE TABLE I CL"DT I UNE _ BEARING DISTANd 26 I! s1 RO AI { L-8 S a .55'25"E 30.00 SHOWN AS �I TARRANT REYIIONAL WATER DI5T JONES STREET R.O.W. C.C.F. No. D208455287 O( VOLUME R i C TOE 149C CLAZERLSUBDIVISION �� � �� of T 1 �.` `� g I..: VOLUME 3OB-114, PAGE 439 Ct P.R.T.C.i. / ---A �T 1�\ j' I'Mi �Z,4�c V,-, SA t-- 10T i6 'SIR f Do � / �,' LOT f 1 d- M p C>. r` '" V / in Z cv � 3 t f X /� � ��lLor 16 t � 9! _ F / E0r 19 ,.,.] UJ U LOT 10 � ��a4'aa�� ( t ' LOT �.' LOT 9 �� 17 ,r r' • LOT 8 - r y y• � %,s LOT 7 L43T 17 LOT 6 TEMPORARY ,p 'r CONSTRUCTION LOT 1 a �� EASEMENT LOT 14,040 SO. FT. OR t BLOCK 49 ` s 0.322 ACRES LOT 19 I ,� l r' LOT B LOT 20 }— `` Q LOT 21 LOT 5 LOT 22 LOT 4 0. ..... :'1gnLOT 3 LOT 23 \ \ \� LOT 24 x4� rrr'N 1n LOY 2 LOT 22 LOT T BLOCK 48 LOT 23 1 OTA LEGAL DESCRWTIOH OF EVEN DATE ACCOMPANIES THIS PLAT, � CO 50 O 100 2. ALL (3FARINOS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM. NAD-83. THE N0ATH CENTRAL I0HE 4202, ALL DISTANCES AND ARM SHOWN ARE SURFACE UTU.ILING A SURFACE FACTOR OF t.0001378289116. SCALE IN FEET ORTWORT City OF Fort Worth th 1000 1HROCHMORTON STREET + FORT WORTH, TEXAS 79102 Ly"IT TEMPORARY 11.897 ACRES FELIX 0. MULUKEI CITY OF FORT Wt CTION EASEMENT F_,LAND BY DEED) C.C.F. -Na. 6209338857 }DEED RECORDS OF TARRANT COUNTY, TEXEASS I-A�NNU SILHAN o O6A0 14 b NEs DdRE � aSR d 322 SANITARY CC D F A)2ia � I�I�a �dER 965 DATE: FEBRU�ff���/` 19 2,0 a t ttNl �. PAGI �` S ALE:iCEI.. 1 0' _ OORRON6v do ASSOCIATES, IN .��37rF JACK N t 601JLEVARD SOUTH FORT WORTH, TX. 76 CUR71S SMIT REGISTERED PAC 0 IS 1� 118 1 8-2-1424 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WEIS NO. 07.05 City Project No. 00969 GEOTECHNICAL ENGINEERING REPORT GA TRV PART 10 - CHANNEL SEGMENT A SANITARY SEWER RELOCATIONS FORT WORTH, TEXAS GEOTECHNICAL ENGINEERING REPORT TRV Part 10 - Channel Segment A Sanitary Sewer Relocations Fort Worth, Texas Prepared by: v!TA Gorrondona & Associates, Inc. Prepared for: Kimley-Horn & Associates, Inc. 801 Cherry Street, Unit 11, Suite 950 Fort Worth, Texas 76102 Attention: Mr. Glenn A. Gary, P.E. June 18, 2015 G&AI Project No. 15-0013 GORRONDONA & ASSOCIATES, INC. -TEXAS ENGINEERING FIRM REGISTRATION NO. F-7933 Gorrondona & Associates, Inc. June 18, 2015 Mr. Glenn A. Gary, P.E. Kimley-Horn & Associates, Inc. 801 Cherry Street, Unit 11, Suite 950 Fort Worth, Texas 76102 Re: GEOTECHNICAL ENGINEERING REPORT TRV Part 10 - Channel Segment A - Sanitary Sewer Relocations Fort Worth, Texas G&AI Project No.15-0013 Dear Mr. Gary: Gorrondona & Associates, Inc. (G&AI) is pleased to submit this Geotechnical Engineering Report for the referenced project. We appreciate the opportunity of working with you. Please contact us if you have any questions or require additional services. Respectfully submitted, Lee Gurecky, P.E. Project Engineer v y�P�E O F :* LEE E. GURECKY i ..o::...120055 �. Digitally signed by Jenell Strachan, P.E. Date: 2015.06.1815:35:56-OS'00` Jenell S. Strachan, P.E. Area Manager — Geotechnical & CMT Services 7524 Jack Newell Blvd. South • Fort Worth, Texas 76118 •817.496.1424 • Fax 817.496.1768 Gorrondona & Associates, Inc. —Texas Engineering Firm Registration No. F-7933 TABLE OF CONTENTS Page 1.0 Introduction.................................................................................................................... 1 2.0 Field Investigation........................................................................................................... 2 3.0 Laboratory Testing.......................................................................................................... 3 4.0 Site Conditions................................................................................................................ 4 4.1 General........................................................................................................................4 4.2 Geology....................................................................................................................... 5 4.3 Soil/Rock......................................................................................................................5 4.4 Groundwater...............................................................................................................7 5.0 Analysis and Recommendations..................................................................................... 8 5.1 Seismic Site Classification........................................................................................... 8 5.2 Potential Vertical Soil Movements.............................................................................. 8 5.3 Construction Excavations............................................................................................ 9 5.4 Groundwater Control................................................................................................ 10 5.5 Earthwork..................................................................................................................10 5.5.1 Fill.......................................................................................................................10 5.5.2 Testing................................................................................................................11 5.6 Loading on Buried Structures.................................................................................... 11 5.7 Buried Pipe................................................................................................................ 12 5.8 Tunneling.......................................................................................... . ................. 13 6.0 General Comments....................................................................................................... 13 APPENDICES Appendix A - Project Location Diagrams Appendix B - Boring Location Diagram Appendix C - Boring Logs and Laboratory Results Appendix D - Aerial Photographs Appendix E - USGS Topographic Map Appendix F - Site Photographs Appendix G - Geologic Information Appendix H - Unified Soil Classification System GEOTECHNICAL ENGINEERING REPORT TRV Part 10 - Channel Segment A Sanitary Sewer Relocations Fort Worth, Texas 1.0 INTRODUCTION Proiect Location. The project is generally located along North Houston Street, just south of its intersection with Grand Avenue and extending about 1,800-feet south along the North Houston street alignment. There are 2 shorter segments that extend from the north end of North Houston Street to the northeast (about 225-feet) and to the east (about 350-feet) that traverse North Main Street. The fourth segment traverses a railroad corridor from NE 11th Street to North Calhoun Street in Fort Worth, Texas. The general location and orientation of the sites are provided in Appendix A - Project Location Diagrams. Proiect Description. The project consists of about 1,800 horizontal feet (LF) of new sanitary sewer line generally along North Houston Street and 3 shorter segments in Fort Worth, Texas. Construction by methods other than open cut (i.e., tunneling) may be performed for the proposed sanitary sewer line. Proiect Authorization. This geotechnical investigation was authorized by Mr. Glenn A. Gary with Kimley-Horn & Associates, Inc. and performed in accordance with Kimley-Horn & Associates Standard Agreement for Professional Services, dated January 19, 2015. Purpose and Methodologv. The principal purposes of this investigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical engineering design recommendations. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the soils; and (3) perform engineering analyses, using field and laboratory data, to develop design criteria. Cautionary Statement ReRardinR Use of this Report. As with any geotechnical engineering report, this report presents technical information and provides detailed technical recommendations for civil and structural engineering design and construction purposes. G&AI, by necessity, has assumed the user of this document possesses the technical acumen to understand and properly utilize information and recommendations provided herein. G&AI strives to be clear in its presentation and, like the user, does not want potentially detrimental misinterpretation or misunderstanding of this report. Therefore, we encourage any user of this report with questions regarding its content to contact G&AI for clarification. Clarification will be provided verbally and/or issued by G&AI in the form of a report addendum, as appropriate. G&AI Project No. 15-0013 Page 1 Report Specificity. This report was prepared to meet the specific needs of the client for the specific project identified. Recommendations contained herein should not be applied to any other project at this site by the client or anyone else without the explicit approval of G&AI. 2.0 FIELD INVESTIGATION Subsurface Investigation. The subsurface investigation for this project is summarized below. Boring locations are provided in Appendix B - Boring Location Diagram. Boring Nos. Depth, feet bgsl Date Drilled Locationz BH-10.1 to BH-10.3 25 1/27/2015 Along Railroad Sewer Alignment BH-10.4 20 1/26/2015 Along North Houston Street Sewer Alignment BH-10.5 25 1/26/2015 Along North Houston Street Sewer Alignment BH-10.6 and BH-10.7 20 1/26/2015 Along North Houston Street Sewer Alignment Notes: 1. bgs = below ground surface 2. Boring locations provided in Appendix B - Boring Location Diagram were not surveyed and should be considered approximate. Borings were located by recreational hand-held GPS unit. Horizontal accuracy of such units is typically on the order of 20-feet. Boring Logs. Subsurface conditions were defined using the sample borings. Boring logs generated during this study are included in Appendix C - Boring Logs and Laboratory Results. Borings were advanced between sample intervals using continuous flight auger drilling procedures. Cohesive Soil Sampling. Cohesive soil samples were generally obtained using Shelby tube samplers in general accordance with American Society for Testing and Materials (ASTM) D1587. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency using a hand penetrometer, sealed and packaged to maintain "in situ" moisture content. Consistencv of Cohesive Soils. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at the respective sample depths on the boring logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Granular Soil Sampling. Granular soil samples were generally obtained using split -barrel sampling procedures in general accordance with ASTM D1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2-inch outside diameter (OD) split barrel sampling spoon driven 18-inches into the ground using a 140-pound (lb) hammer falling freely 30 inches. The number of blows for the last 12-inches of a standard 18-inch G&AI Project No. 15-0013 Page 2 penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the boring logs at the depth of sampling. Samples were sealed and returned to our laboratory for further examination and testing. Texas Cone Penetration (TCP) test: Texas Cone Penetration (TCP) test was used to assess the apparent in -place strength characteristics of the rock type materials. In the TCP test procedure, a 3-inch outside diameter (OD) steel cone driven by a 170-pound hammer dropped 24 inches (340 ft-pounds of energy). The number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer (whichever occurs first) are recorded on the field logs (reference: TxDOT, Bridge Design Manual). Rock cores: Rock cores were generally obtained using core barrel sampling procedures in general accordance with ASTM D2113. In the core barrel procedure, a sample is obtained using a rotating hollow steel tube equipped with a coring bit. Groundwater Observations. Groundwater observations are shown on the boring logs. Borehole PlugE ng. Upon completion of the borings, the boreholes were backfilled from the top and plugged at the surface. 3.0 LABORATORY TESTING G&AI performs visual classification and any of a number of laboratory tests, as appropriate, to define pertinent engineering characteristics of the soils encountered. Tests are performed in general accordance with ASTM or other standards and the results included at the respective sample depths on the boring logs or separately tabulated, as appropriate, and included in Appendix C - Boring Logs and Laboratory Results. Laboratory tests and procedures routinely utilized, as appropriate, for geotechnical investigations are tabulated below. Test Procedure Description ASTM D421 Standard Practice for Dry Preparation of Soil Samples for Particle -Size Analysis and Determination of Soil Constants ASTM D422 Standard Test Method for Particle -Size Analysis of Soils ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort ASTM D1140 Standard Test Methods for Amount of Material in Soils Finer than the No. 200 (75-11m) Sieve ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort ASTM D1883 Standard Test Method for CBR (California Bearing Ratio) of Laboratory -Compacted Soils ASTM D2166 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil ASTM D2216 Standard Test Method for Laboratory Determination of Water (Moisture) Content of G&AI Project No. 15-0013 Page 3 Test Procedure Description Soil and Rock by Mass ASTM D2217 Standard Practice for Wet Preparation of Soil Samples for Particle -Size Analysis and Determination of Soil Constants ASTM D2434 Standard Test Method for Permeability of Granular Soils (Constant Head) ASTM D2435 Standard Test Methods for One -Dimensional Consolidation Properties of Soils Using Incremental Loading ASTM D2487 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM D2488 Standard Practice for Description and Identification of Soils (Visual -Manual Procedure) ASTM D2850 Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soil ASTM D2937 Standard Test Method for Density of Soil in Place by the Drive -Cylinder Method ASTM D4220 Standard Practices for Preserving and Transporting Soil Samples ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils ASTM D4546 Standard Test Methods for One -Dimensional Swell or Settlement Potential of Cohesive Soils ASTM D4643 Standard Test Method for Determination of Water (Moisture) Content of Soil by the Microwave Oven Method ASTM D4644 Standard Test Method for Slake Durability of Shales and Similar Weak Rocks ASTM D4647 Standard Test Method for Identification and Classification of Dispersive Clay Soils by the Pinhole Test ASTM D4718 Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles ASTM D4767 Standard Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils Manufacturer's Soil Strength Determination Using a Torvane Instructions Tex-145-E Determining Sulfate Content in Soils - Colorimetric Method 4.0 SITE CONDITIONS 4.1 General Review of Aerial Photographs. Historical aerial photographs of the site were reviewed for potential past alterations to the site which could impact geotechnical design conditions. Specifically, aerial photographs were reviewed to visually assess obvious areas of significant past fill on site. Aerial photographs were reviewed for years 2013, 2011, 2009, 2007, 2005, 2002 and 1995. Aerial photographs indicate the existing roads and railroads were constructed since at least 1995. Due to previous construction of existing roads and railroads within the sites, we would expect some disturbance of site soils. Our review revealed no obvious areas of significant cut or fill on -site. Due to the intermittent nature and relatively low resolution of aerial photographs, as well as our lack of detailed information regarding the past land use of the site, our review should not be interpreted as eliminating the possibility of cuts and/or fills on site which could detrimentally affect future construction. G&AI Project No. 15-0013 Page 4 Topographv. A United States Geological Survey (USGS) topographic map of the site is provided in Appendix E - USGS Topographic Map. The map indicates the site topography is relatively flat. Site Photographs. Photographs representative of the site at the time of this investigation are provided in Appendix F - Site Photographs. Photographed conditions are consistent with the aerial photographs and topographic map. 4.2 Geology Geologic Formation. Based on available surface geology maps and our experience, it appears this site is located near the alluvium and terrace deposits underlain by the Fort Worth Limestone and Duck Creek formation, undivided. A geologic atlas and USGS formation description are provided in Appendix G - Geologic Information. The alluvium and terrace deposits consist of predominantly sand, silts, gravel and some clays. The Fort Worth Limestone consists of limestone and clay and the Duck Creek formation consists of limestone and marl. 4.3 Soil/Rock StratiRranhv. Descriptions of the various strata and their approximate depths and thickness per the Unified Soil Classification System (USCS) are provided on the boring logs included in Appendix C - Boring Logs and Laboratory Results. Terms and symbols used in the USCS are presented in Appendix H - Unified Soil Classification System. A brief summary of the stratigraphy indicated by the borings is provided below. Generalized Subsurface Conditions along proposed Sewer Alignment (Borings BH-10.1 to BH-10.7) Nominal Depth, feet bgs (Except as Noted) General Top of Layer Bottom of Description Layer 0 0-to4-inches ASPHALTAND BASE 0- to 12-inches 2 to 10 LEAN CLAY AND CLAYEY SAND 2 to 10 17 to 20 SAND 17 to 20 20 to 25 WEATHERED LIMESTONE 18 to 20 20 to 25 LIMESTONE Note: Boring Termination Depth = 20 to 25 feet bgs. Detailed Description of Soils/Materials Encountered 2- to 4-inches ASPHALT and 0- to 11-inches BASE in BH-10.2, BH-10.3, 131-1-10.4 and 131-1-10.6. Exception: 12-inches CONCRETE in BH-10.7 Firm to hard SANDY LEAN CLAY (CL) / LEAN CLAY WITH SAND (CL), stiff to hard CLAYEY SAND (SC). Loose to very dense SILTY SAND (SM) and medium dense to very dense POORLY GRADED SAND WITH SILT (SP-SM). WEATHERED LIMESTONE. Exception: SHALE at 17- to 20-ft in BH-10.5. Very poor to poor LIMESTONE. G&AI Project No. 15-0013 Page 5 Swell Potential based on Atterberg Limits. Atterberg (plastic and liquid) limits were performed on 9 shallow soil samples obtained at depths between 2- and 10-feet bgs. The plasticity index of the samples was between 9 and 26 with an average of 16 indicating that the soils have a low to moderate, but typically moderate potential for shrinking and swelling with changes in soil moisture content. Unconfined Compressive Strength of Rock. Unconfined compressive strength tests were performed on selected limestone samples and are summarized below. Rock Sample Compressive Strength Results Boring No. Depth Interval (feet bgs) Compressive Strength (tsf) 131-1-10.2 20 - 25 129 131-1-10.5 20 - 25 156 Swell Tests. Swell tests were performed on selected clay soil samples. Swell test details are provided in Appendix C - Boring Logs and Laboratory Results. The results of the tests are summarized below. Boring Avg. Moisture Liquid Plasticity Applied Swell No. Depth Content, w, Limit, LL Index, PI Overburden N (ft.) % Stress (psi) 131-1-10.1 3 19 44 25 2.6 0.00 BH-10.2 5 6 28 14 4.7 0.00 BH-10.3 3 14 31 16 2.6 0.00 BH-10.4 7 12 28 12 6.7 0.00 BH-10.7 5 17 27 11 4.7 0.00 CERCHAR Test Results. CERCHAR testing was performed on selected rock samples. Results of the abrasiveness of rock using the CERCHAR Method by ASTM D 7625 are included in the following table. Test reports are included in Appendix C — Boring Logs and Laboratory Results. CERCHAR Test Results Boring Depth, (ft) Average CECHAR Abrasive CAI Classification Location Index (CAI) BH-10.1 20-25 0.74 Low Abrasiveness BH-10.3 20-25 0.96 Low Abrasiveness BH-10.5 20-25 1.15 Low Abrasiveness Slake Durabilitv Test Results. Slake durability testing was performed on three selected rock samples. Results of the Slake durability tests using ASTM D 4644 are summarized in the following table. Test reports are included in Appendix C — Boring Logs and Laboratory Results. G&AI Project No. 15-0013 Page 6 Slake Durability Test Results Boring Depth, (ft) Slake Durability Water Temp Natural Water Description of Location Index, (%) Average (°C) Content, (90) Fragments* BH-10.1 20-25 97.6 21 4.7 Type II BH-10.3 20-25 97.4 21 4.4 Type II BH-10.5 20-25 95.3 21 3.8 Type II *Note: Type II - Retained materials consist of large and small fragments. 4.4 Groundwater Groundwater Levels. The borings were advanced using auger drilling and intermittent sampling methods in order to observe groundwater seepage levels. Groundwater levels encountered in the borings during this investigation are identified below. Boring No. Depth Groundwater Initially Groundwater Depth after 15 Minutes Encountered (feet, bgs) (feet, bgs) BH-10.1 25.0 21.0 BH-10.2 19.0 19.0 BH-10.3 17.0 17.0 BH-10.4 Not Encountered Not Encountered BH-10.5 14.0 14.0 BH-10.6 Not Encountered Not Encountered BH-10.7 11.0 11.0 Piezometers were installed at each boring location. Groundwater levels in the piezometers were measured 24-hours and 30-days following boring completion. Groundwater levels encountered in the piezometers are identified below. Piezometer Groundwater Depth after Groundwater Depth after No. 24-hours (feet, bgs) 30 days (feet, bgs) BH-10.1 16.2 15.2 BH-10.2 16.3 15.4 BH-10.3 15.3 14.8 BH-10.4 18.0 17.0 BH-10.5 14.5 14.4 BH-10.6 15.5 14.1 BH-10.7 11.0 11.0 Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The groundwater level should be expected to fluctuate throughout the years with variations in precipitation. G&AI Project No. 15-0013 Page 7 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Seismic Site Classification The seismic site classification is based on the 2012 International Building Code (IBC) and is a classification of the site based on the type of soils encountered at the site and their engineering properties. Per Table 20.3-1 of ASCE 7-10, the seismic site classification for this site is D. 5.2 Potential Vertical Soil Movements TxDOT Method Tex-124-E. Potential Vertical Rise (PVR) calculations were performed in general accordance with the Texas Department of Transportation (TxDOT) Method Tex-124- E. The Tex-124-E method is empirical and is based on the Atterberg limits and moisture content of the subsurface soils. The calculated PVR is an empirical estimate of a soil's potential for swell based upon the soil's plasticity index, applied loading (due to structures or overburden), and antecedent moisture condition. The wetter a soil's antecedent moisture condition, the lower its calculated PVR will be for a given plasticity index and load. However, soil with a higher antecedent moisture content will be more susceptible to shrinkage due to drying. Maintaining a consistent moisture content in the soil is the key to minimizing both heave and shrinkage related structural problems. Calculated PVR using TxDOT Method Tex-124-E. The PVR calculated using TxDOT Method Tex-124-E is about 1-inches assuming an average antecedent moisture condition. The calculated PVR is consistent with soil moisture conditions at the time this investigation was conducted. Calculated PVR using Swell Test Results. The PVR based on the swell test results is about f- inch. The PVR based on swell test results is dependent on the moisture conditions at the time of testing. Soil Moisture Confirmation Prior to Construction. The calculated PVR can vary considerably with prolonged wet or dry periods. We recommend the moisture content for the upper 10 feet of soils within the building pad be assessed for consistency with this report prior to construction if: (1) an extended period of time has elapsed between the performance of this investigation and construction of the foundation, or (2) unusually wet or dry weather is experienced between the performance of this investigation and construction of the foundation. G&AI Project No. 15-0013 Page 8 5.3 Construction Excavations Applicabilitv. Recommendations in this section apply to short-term construction -related excavations for this project. Sloped Excavations. All sloped short-term construction excavations on -site should be designed in accordance with Occupational Safety and Health Administration (OSHA) excavation standards. The following table addresses OSHA soil type based on the observed soils in the project borings. OHSA Soil Type by Boring Location and Depth Boring No. OSHA Soil Type Depth of Trench (feet) 0-10 10-20 BH-10.1 B C BH-10.2 C C BH-10.3 B C B H-10.4 B C BH-10.5 B C BH-10.6 C C BH-10.7 B C For Type B soils, short-term construction excavations may be constructed with a maximum slope of 1:1, horizontal to vertical (H:V). For Type C soils, short-term construction excavations may be constructed with a maximum slope of 1.5:1, horizontal to vertical (H:V). Recommendations provided herein are not valid for any long-term or permanent slopes on - site. We should be contacted to review sloped excavations deeper than 20 feet. Shored Excavations. As an alternative to sloped excavations, vertical short-term construction excavations may be used in conjunction with trench boxes or other shoring systems. Shoring systems should be designed using an equivalent fluid weight of 65 pounds per cubic foot (pcf) above the groundwater table and 95 pcf below the groundwater table. Surcharge pressures at the ground surface due to dead and live loads should be added to the lateral earth pressures where they may occur. Lateral surcharge pressures should be assumed to act as a uniform pressure along the upper 10-feet of the excavation based on a lateral earth coefficient of 0.5. Surcharge loads set back behind the excavation at a horizontal distance equal to or greater than the excavation depth may be ignored. We recommend that no more than 200-feet of unshored excavation should be open at any one time to prevent the possibility of failure and excessive ground movement to occur. We also recommend that unshored excavations do not remain open for a period of time longer than 24-hours. Limitations. Recommendations provided herein assume there are no nearby structures or other improvements which might be detrimentally affected by the construction excavation. G&AI Project No. 15-0013 Page 9 Before proceeding, we should be contacted to evaluate construction excavations with the potential to affect nearby structures or other improvements. Excavation Monitoring. Excavations should be monitored to confirm site soil conditions consistent with those encountered in the borings drilled as part of this study. Discrepancies in soil conditions should be brought to the attention of G&AI for review and revision of recommendations, as appropriate. 5.4 Groundwater Control Groundwater was encountered at depths as shallow as approximately 11.0-feet bgs in the piezometers installed during this study. If groundwater is encountered during excavation, dewatering to bring the groundwater below the bottom of excavations may be required. Dewatering could consist of standard sump pits and pumping procedures, which may be adequate to control seepage on a local basis during excavation. Supplemental dewatering will be required in areas where standard sump pits and pumping is not effective. Supplemental dewatering could include submersible pumps in slotted casings, well points, or eductors. The contractor should submit a groundwater control plan, prepared by a licensed engineer experienced in that type of work. 5.5 Earthwork 5.5.1 Fill General Fill. General fill may be placed in paving areas. General fill should consist of material approved by the Geotechnical Engineer with a liquid limit less than 50. General fill should be placed in loose lifts not exceeding 8-inches and should be uniformly compacted to a minimum of 95 percent maximum dry density (per ASTM D-698) and within ±2 percent of the optimum moisture content. Fill Restrictions. Select fill and general fill should consist of those materials meeting the requirements stated. Select fill and general fill should not contain material greater than 4- inches in any direction, debris, vegetation, waste material, environmentally contaminated material, or any other unsuitable material. Unsuitable Materials. Materials considered unsuitable for use as select fill or general fill include low and high plasticity silt (ML and MH), silty clay (CL-ML), organic clay and silt (OH and OL) and highly organic soils such as peat (Pt). These soils may be used for site grading and restoration in unimproved areas as approved by the Geotechnical Engineer. Soil placed in unimproved areas should be placed in loose lifts not exceeding 10-inches and should be G&AI Project No. 15-0013 Page 10 compacted to at least 92 percent maximum dry density (per ASTM D-698) and at a moisture content within ±4 percentage points of optimum. 5.5.2 Testing Required Testing and Inspections. Field compaction and classification tests should be performed by G&AI. Compaction tests should be performed in each lift of the compacted material. We recommend the following minimum soil compaction testing be performed: one test per lift per 2,500 square feet (SF) in the area of the building pad, one test per lift per 5,000 SF outside the building pad, and one test per lift per 100 linear feet of utility backfill. If the materials fail to meet the density or moisture content specified, the course should be reworked as necessary to obtain the specified compaction. Classification confirmation inspection/testing should be performed daily on select fill materials (whether on -site or imported) to confirm consistency with the specifications. Liability Limitations. Since proper field inspection and testing are critical to the design recommendations provided herein, G&AI cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing is performed by another party. 5.6 Loading on Buried Structures Uplift. Buried water -tight structures are subjected to uplift forces caused by differential water levels adjacent to and within the structure. Soils with any appreciable silt or sand content will likely become saturated during periods of heavy rainfall and the effective static water level will be at the ground surface. For design purposes, we recommend the groundwater level be assumed at the ground surface. Resistance to uplift pressure is provided by soil skin friction and the dead weight of the structure. Skin friction should be neglected for the upper 3 feet of soil. A skin friction of 200 pounds per square foot (psf) may be used below a depth of 3 feet. Lateral Pressure. Lateral pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 9S pounds per cubic foot (pcf). This includes hydrostatic pressure but does not include surcharge loads. The lateral load produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the buried structure. Surcharge loads located a horizontal distance equal to or greater than the buried structure depth may be ignored. Vertical Pressure. Vertical pressures on buried structures due to soil loading can be determined using an equivalent fluid weight of 125 pcf. This does not include surcharge loads. The vertical load produced by a surcharge may be computed as 100 percent of the G&AI Project No. 15-0013 Page 11 vertical surcharge pressure applied as a constant pressure over the full width of the buried structure. 5.7 Buried Pipe Applicability. Recommendations in this section are applicable to the design of buried piping placed by open cut methods associated with this project. Pressure on Buried Pipe. Design recommendations provided in the "Loading on Buried Structures" section of this report apply to buried piping. Thrust Restraints. Resistance to lateral forces at thrust blocks will be developed by friction developed along the base of the thrust block and passive earth pressure acting on the vertical face of the block. We recommend a coefficient of base friction of 0.3 (using a Factor of Safety of 2) along the base of the thrust block. Passive resistance on the vertical face of the thrust block may be calculated using the allowable passive earth pressures presented below. Allowable Passive Earth Pressure by Material Type Material Allowable Passive Pressure (psf) Sand 100 x Depth in Feet Native Clay and Clayey Sand 2,000 Compacted Clay Fill 1,500 Limestone 3,000 Note: Passive resistance should be neglected for any portion of the thrust block within 3 feet of the final site grade. The allowable passive resistance for native clays and clayey sand is based on the thrust block bearing directly against vertical, undisturbed cuts in these materials. Bedding and Backfill: Pipe bedding and pipe -zone backfill for the water and sanitary sewer piping should be in accordance with the City of Fort Worth Standard Construction Specifications. The pipe -zone consists of all materials surrounding the pipe in the trench from six (6) inches below the pipe to 12 inches above the pipe. Trench Backfill. Material utilized to backfill the trenches above the pipe -zone within the proposed levee hard edge, soft edge, bypass channel and on the riverside of the existing levee (within the area of the United States Army Corps of Engineers (USACE)) should consists of select fill material with Liquid Limits less than 35 and Plasticity Index between 5 and 15. Backfill should be placed in loose lifts not exceeding 6-inches and should be compacted to at least 95 percent modified density (per ASTM D-1557) and at a moisture content between 3 percent above optimum to 2 percent below optimum. Backfill of the trenches performed in other areas should be performed in accordance with the City of Fort Worth Standard Specifications. Trench Settlement. Settlement of backfill should be anticipated. Even for properly compacted backfill, fills in excess of 8 to 10 feet are still subject to settlements over time of about 1 to 2 G&AI Project No. 15-0013 Page 12 percent of the total fill thickness. This level of settlement can be significant for fills beneath streets. Therefore, close coordination and monitoring should be performed to reduce the potential for future movement. 5.8 Tunneling General. We understand the design and means and methods for construction of tunnels related to this project are at the discretion of the Contractor. Due to this presumption, detailed tunnel design recommendations are not provided. For the purposes of tunnel design, this report should be considered a Geotechnical Data Report (GDR). Design recommendations provided in the "Construction Excavations" section may be utilized for temporary tunnel access shaft excavations less than 20-feet in depth. Design recommendations provided in the "Buried Structures" section of this report may be utilized for tunnels, permanent access shafts, and access shafts deeper than 20-feet. The "Buried Structures" section specifically excludes tunnel loading due to construction. Construction loads may dictate tunnel piping design and should be determined by the Contractor and applied to the tunnel piping design, as appropriate. Generalized Subsurface Conditions. Based on available information at the time of writing this report we understand the tunnel horizon will be about 15 to 20 feet below grade. Boring logs indicate that variable soil and rock may be encountered at the anticipated tunnel depths. Poorly graded sand with silt and silty sand was encountered at depths of 2- to 14- feet bgs and extended to 18- to 20-feet bgs in borings BH-10.1 through BH-10.7. Limestone was encountered at borings BH-10.1, BH-10.2, 131-1-10.3, BH-10.4 and BH-10.6 at depths ranging from 17.0 to 20.0-feet bgs and extended to the 20- to 25-feet boring termination depths. Based on subsurface conditions at the time of this study, anticipated tunnel depths may be below the groundwater table. Limitations. Borings were limited in the vicinity of the proposed tunnel sections. As a result, variability in soil and groundwater conditions should be expected. Soil conditions may be materially different than those encountered during this study. 6.0 GENERAL COMMENTS Data Assumptions. By necessity, geotechnical engineering design recommendations are based on a limited amount of information about subsurface conditions. In the analysis, the geotechnical engineer must assume subsurface conditions are similar to those encountered in the borings. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field investigation and on the assumption that the exploratory borings are representative of the subsurface conditions G&AI Project No. 15-0013 Page 13 throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. Subsurface Anomalies. Anomalies in subsurface conditions are often revealed during construction. If during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. Change of Conditions. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we should be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Liabilitv Limitation. G&AI cannot assume responsibility or liability for recommendations provided in this report if construction inspection and/or testing recommended herein is performed by another party. Warrantv. This report has been prepared for the exclusive use of the Client and their designated agents for specific application to design of this project. We have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. G&AI Project No. 15-0013 Page 14 V Illr'�1jG L'T.L ` 1 wT r�eFColorl': ' y ri mil` � t �• t �,� 'arr....... . . . . . . 4f' V9..6llr .v�i - -arYan rl I �L'I,�Js}}� Jar ���-ril:��I�r•�I rrr�i-IiIIS� -,� � � + -� � , �LMa 5ZI il 1' t arth Ai '+: +(m:-f �: ?.':�� "5� 1� tom. + �• �� ''L�t " or L j:' \4 dui'{�.r- ,...;h�iahf�B P2�1 rk� l S`'� - ■ . + r vs pa • � � _ - ' Yam_ �JT�FA - .F � Y � earl & NI BORING LOCATION DIAGRAM a�- Project No. 15-0013 TRV Part10 Channel Segment A Sanitary Sewer Relocations BORING LOCATION DIAGRAM y w ■ � 'CV F r �k 4 � I x _ Jr * , SO i6z Project No. 15-0013 TRV Part10 Channel Segment A Sanitary Sewer Relocations Gam. Appendix C - Boring Logs and Laboratory Results Gorrondona and Associates G11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates, Inc PROJECT NUMBER 15-0013 DATE STARTED 1/27/15 COMPLETED 1/27/15 CONTRACTOR StrataBore METHOD Auqer 0 to 20 feet, Rock Corinq from 20 to 25 feet LOGGED BY Clint CHECKED BY FS NOTES 0 MATERIAL DESCRIPTION SANDY LEAN CLAY (CL) - Stiff to hard, dark brown, with root fibers and gravel. BORING NUMBER BH-10.1 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Channel Segment A Sanitary Sewer Relocations PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: �Z INITIALLY ENCOUNTERED 25.0 ft 1 AFTER 15 MIN. 21.0 ft 24hrs END OF DAY 16.2 ft ATTERBERG FF w o w w a� >wm w LIMITS �Wof u_ _-5a z W z n _D z C F� 0* � oDYQ aw ~, R UO Uw hw o z Q W�z ° �� "0-o z w U) ly CL o L) o g z ST ST ST ST CLAYEY SAND (SC) - Stiff, light brown and tan. ST 10 SILTY SAND (SM) -Medium dense, light brown, ISS - with gravel. POORLY GRADED SAND WITH SILT (SP-SM) 15 Very dense, light brown, with gravel. SS p- - Ar_ c� ui a LU a LIMESTONE - Poor, light gray. < TC a 20 (D _L_F_ ° — RC w m w Cr 5 a w 25 W —ITC 50(0.5") F 50 0.25" 100 (13) 1.5 0.4 23 1.5 0.5 19 44 19 25 68 3.0 0.5 8 4.5+ 5.2 115 5 2.0 3 8-10-10 2 21 (20) 28-25-28 7 11 (53) Bottom of hole at 25.0 feet. Gorrondona and Associates BORING NUMBER 131-1-10.2 11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 PAGE 1 OF 1 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Kimley-Horn and Associates, Inc PROJECT NAME TRV Part 10 Channel Segment A Sanitary Sewer Relocations PROJECT NUMBER 15-0013 PROJECT LOCATION Fort Worth, Texas DATE STARTED 1/27/15 COMPLETED 1/27/15 GROUND ELEVATION HOLE SIZE CONTRACTOR StrataBore GROUND WATER LEVELS: METHOD Auqer 0 to 20 feet, Rock Corinq from 20 to 25 feet V INITIALLY ENCOUNTERED 19.0 ft LOGGED BY Clint CHECKED BY FS 1 AFTER 15 MIN. 19.0 ft NOTES 24hrs END OF DAY 16.3 ft ATTERBERG Lu w w > N wa LIMITS} w F =C� O MATERIAL DESCRIPTION ~of m 0 a F WS O ?: d� ¢C a�iL m� ~ a jz Lu p O ~ 0 O o v o m O> O? Y' O o y O� p Z = �Q ~ U)Z U O Qz W� of O n- 0 a 0 o �O v 0J J� a a W 0 W LL ASPHALT PAVEMENT - 4-inch asphalt. AU BASE - 5-inch asphalt base. � 7//_ SANDY LEAN CLAY (CL) -Very stiff to hard, ST 3.0 0.5 8 - brown, with gravel and root fibers. - j/ ST 4.5+ 1.4 8 CLAYEY SAND (SC) - Hard, tan. ST 4.5+ 0.9 5 28 14 14 39 SILTY SAND (SM) - Medium dense, brown and - - tan, with gravel. ST 2.0 3 SS 4-6-10 3 15 - -_ (16) 10 POORLY GRADED SAND WITH SILT (SP-SM) - 10-9-7 15 Medium dense to very dense, light brown, with SS (16) 4 10 gravel. ui - r- J a LLI r F- - a < SS 50/4" 20 a LIMESTONE - Poor, gray. c� 0 0 w '>- RC 100 (33) 128.5 134 2 w w r- 5 a L2 25 MCP 50(0.25") 50 0.25" Bottom of hole at 25.0 feet. Gorrondona and Associates G11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates, Inc PROJECT NUMBER 15-0013 DATE STARTED 1/27/15 COMPLETED 1/27115 CONTRACTOR StrataBore METHOD Auqer 0 to 20 feet, Rock Corinq from 20 to 25 feet LOGGED BY Clint CHECKED BY FS NOTES 0 w �w MATERIAL DESCRIPTION a j Q z U) ASPHALT PAVEMENT - 2-inch asphalt. BASE - 11-inch asphalt base. VST SANDY LEAN CLAY (CL) - Stiff, brown and tan, with gravel. SILTY SAND (SM) - Dense, tan, with gravel. 15 < 7 N Y. M 1- - g L w - —' r a r _ a- 0 a F 20 a — LIMESTONE - Poor, light gray S 0 m >- w w 5 a w 25 a ST ST ST ST ESS BORING NUMBER BH-10.3 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Channel Segment A Sanitary Sewer Relocations PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: Q INITIALLY ENCOUNTERED 17.0 ft 1 AFTER 15 MIN. 17.0 ft 24hrs END OF DAY 15.3 ft ATTERBERG F o } z Li w > u, y w o LIMITS w cqw D W� �z� a H� z Q� (� aNiL mg 'c ~C �F �z U F Z ~ W oCL v pU p a- ��o> W O O U� CO)Z 2 O J J Z_ g W rL 0 0- C) U 0 Z 0 LL 1.5 0.5 18 2.5 0.68 15 31 15 16 61 2.5 0.50 16 2.5 0.15 15 24 16 9 59 1.5 0.15 16 10-15-28 6 14 (43) SS 8-50/2" RC 100 (40) ECP ji 50(0.25") i 50 0.25" Bottom of hole at 25.0 feet. - Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 ` Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Kimley-Horn and Associates. Inc PROJECT NUMBER 15-0013 DATE STARTED 1/26/15 COMPLETED 1/26/15 CONTRACTOR StrataBore METHOD Auqer LOGGED BY Clint CHECKED BY FS NOTES MATERIAL DESCRIPTION ASPHALT PAVEMENT - 4-inch asphalt. SANDY LEAN CLAY (CL) -Firm to stiff, brown and reddish brown. SILTY SAND (SM) - Medium dense to very dense, tan and gray. N M L7 W H Q _ J d Uj W 15 a 0 a F _ _ a 0 0 � 7 W W CL 20 W WEATHERED LIMESTONE at 20 feet. BORING NUMBER BH-10.4 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Channel Segment A Sanitary Sewer Relocations PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered 24hrs END OF DAY 18.0 ft AT—ERBERG F a a z a� y W a _IMITS w �. wm W W a Z a �0 �ZJ F Q - > N � = c �- �� "cap ~� -- �Z U - >O ova Ww >w grn Za u~iW �� �F- UW U a a Q U a g z ST 1.0 0.3 19 ST 1.5 0.5 19 43 17 26 68 ST 1.5 0.8 17 ST 2.0 0.5 13 28 15 12 61 ST 1.5 0.5 1.9 119 13 SS 4-10-15 9 18 (25) SS , 50/3" Bottom of hole at 20.0 feet Gorrondona and Associates j� 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817 496-1424 �t Fax M 281-469-3594;FW 817-496-1768 CLIENT Kimlev-Horn and Associates, Inc PROJECT NUMBER 15-0013 DATE STARTED 1/26/15 COMPLETED 1/26/15 CONTRACTOR StrataBore METHOD Auqer 0 to 20 feet, Rock Corinq from 20 to 25 feet LOGGED BY Clint CHECKED BY FS NOTES 0 MATERIAL DESCRIPTION SANDY LEAN CLAY (CL)/LEAN CLAY WITH SAND (CL) - Stiff to hard, dark brown, with root fibers and gravel. SILTY SAND (SM) - Dense, light brown and gray, with clay seams. 15 PS 0 c� LU a SHALE - Light gray. w- a a - a LIMESTONE - Very poor, tan and gray. 20_ a - 4 o w y - W X W - _---F-1 g a 25 w ly BORING NUMBER BH-10.5 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Channel Segment A San itary Sewer Relocations PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: -V INITIALLY ENCOUNTERED 14.0 ft 1 AFTER 15 MIN. 14.0 ft 24hrs END OF DAY 14.5 ft ATTERBERG F- W w w w }WQ! > N y w o w W LLl no- zN W Z � aF Z z O o � 1— O- MOU Z O E m Oz O �LIMITS U) C p h Qr�n O UC0 �O J a g Lio. z a � ST ST ST ST ST N RC `TCP 50(0.5') 50(0.5„) I 3.0 13 2.5 15 34 16 18 71 2.0 8 4.5+ 4.2 115 6 4.0 5 20-20-28 12 (48) 95 156.1 134 9 (10) 13 Bottom of hole at 25.0 feet. Gorrondona and Associates G11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd, S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Kimley-Horn and Associates, Inc PROJECT NUMBER 15-0013 DATE STARTED 1 /26/15 COMPLETED 1 /26/15 CONTRACTOR StrataBore METHOD Auqer LOGGED BY Clint CHECKED BY FS NOTES U 2 Q 0- O MATERIAL DESCRIPTION c9 0 ASPHALT PAVEMENT - 4-inch asphalt. SANDY LEAN CLAY (CL) - Hard, dark brown, with root fibers and gravel. SILTY SAND (SM), Loose to dense, light brown and tan, with gravel. 5 10 N - - N C1 W H 5- BORING NUMBER 131-1-10.6 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Channel Segment A Sanitary Sewer Relocations PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER 15 MIN. Not Encountered 24hrs END OF DAY 15.5 ft AT -ERBERG a z W W > N w o IMITS w }} F W W 0] 0_ �Q W ��� ZJ 0_ F� Z QC �� 'n ms .c 2 F� �z �Z L U ~ Z OUo J 0- U i U F 0of U�Q mp> W.N-. Y'-' i N ( = m a1 w] Z Q Cp N �� W �H �F F �— UW Qz W" Uz a ° 0 "� 20 ° g F Wz z w < Lu v o 0 o U a � z a LL ST ST ST SS ESS POORLY GRADED SAND WITH SILT (SP-SM) - Uj 15 Dense, light brown, with gravel. SS a r ao � a r - - a c� WEATHERED LIMESTONE - Tan and gray a- - w y w w r a 20 w LCP 50(0.5") 50 0.25" r 3-3-5 (8) 12-14-16 (30) 10-15-25 (40) 4.5+ 8 7 NP 39 4 6 3 W 25 Z Bottom of hole at 20.0 feet. Gorrondona and Associates G 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates, Inc PROJECT NUMBER 15-0013 DATE STARTED 1/26/15 COMPLETED 1/26/15 CONTRACTOR StrataBore METHOD Auger LOGGED BY Clint CHECKED BY FS NOTES U 2 w 0-0 MATERIAL DESCRIPTION 0 < J c� 0 CONCRETE PAVEMENT- 12-inch concrete. SANDY LEAN CLAY (CL)/LEAN CLAY WITH SAND (CL) - Stiff to very stiff, brown and dark brown, with gravel, j 5 / j f CLAYEY SAND (SC) - Very stiff, brown, with gravel. 10 j SILTY SAND (SM) - Very dense, light brown. CY LU H 5- - a LU w 15 a 0 a a (7 0 0 uS ' o - - w D) w w f- 20 w WEATHERED LIMESTONE at 20'. BORING NUMBER 131-1-10.7 PAGE 1 OF 1 PROJECT NAME TRY Part 10 Channel Segment A Sanitary Sewer Relocations PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: V INITIALLY ENCOUNTERED 11.0 ft 1 AFTER 15 MIN. 11.0 ft T 24hrs END OF DAY 11.0 ft AT-'ERBERG F w z w o _IMITS w �o �w w >� F w o- z C:jF F—z C E wQ ~ pv cD m0*Y" owaF5� C) QZ W UZ 0E � U�O0 F Cl)0 111 U) n- � z a LL AU ST 3.0 0.5 20 ST ST ST ST 200 ")TCP 50(0.5") 50 0.26' 6-50/0" 3.5 1.23 20 2.5 0.38 17 27 16 11 73 2.5 0.7 2.1 120 13 3.0 0.8 13 31 14 17 41 17 Bottom of hole at 20.0 feet , Gorrondona & Associates, Inc. - GEO, ENV, CMT Division 8815 Solon Road, Suite F-5, Houston, TX 77064 G LA 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: 281.469.3347 HOU; 817.496.1424 FW Fax: 281.469.3594 HOU; 817.496.1768 FW CLIENT Kimlev-Horn and Associates. Inc. PROJECT NUMBER 11-0055 DATE STARTED 3/21/11 COMPLETED 3/21/11 DRILLING CONTRACTOR StrataBore DRILLING METHOD Auqer LOGGED BY Culver CHECKED BY KBR NOTES BORING NUMBER 131-110.8 PAGE 1 OF 1 PROJECT NAME Water and Sanitary Sewer for Trinitv River Vision PROJECT LOCATION Commerce St. & Northside Dr., Fort Worth, TX GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: Q AT TIME OF DRILLING 18.0 It AT END OF DRILLING Caved at 14.0 AFTER DRILLING --- ATTERBERG F 0- 8-1_ z a� �, w o LIMITS w O z —v �ga cu F Ocn x O Q MATERIAL DESCRIPTION o jO Y cc N W o W e ¢zv zL) ° 8.c) a � gm wo o 0 o 0a g- z 0 0- LL 7-inches CONCRETE. /— AU SANDY LEAN CLAY (CL) - Very stiff to hard, ST brown. ST %/Y CLAYEY SAND (SC) - Dense, brown. ST 10 ( / WELL GRADED GRAVEL (GW) - Medium r SS •,� dense, tan, 1 WELL GRADED SAND (SW) - Medium dense, tan. SS 20 SS � LIMESTONE -Good, gray. Bottom of hole at 20.0 feet. 2.0 1.1 11 3.5 1.8 17 4.5+ 2.3+ 11 29 12 17 65 4.5+ 13 4-8-13 5 13 (21) 4-8-8 18 (16) 46-50 12 30 Gii�estiing E XP R E S S Client: Gorrondona & Associates, Inc. Project Name: 15-0013 Project Location: --- GTX #: 302896 Test Date: 3/11/2015 Tested By: mth Checked By: mpd Abrasiveness of Rock Using the CERCHAR Method by ASTM D7625 Boring ID Sample ID Depth, ft. Stylus No. Reading 1 Reading 2 Average Comments 15-0013 BH-10.1 20-25 1 1 0.3 0.5 0.40 2 0.4 0.7 0.55 3 0.0 0.2 0.10 4 0.0 0.0 0.00 5 0.1 0.4 0.25 Average CAIs 0.26 Average CAI * 0.74 CERCHAR Abrasiveness Index Classification Low Abrasiveness Notes: Test Surface: Saw Cut 15-0013 BH-10.1 20-25 ft. Moisture Condition: As Received Apparatus Type: Original CERCHAR 29 c.m. Stylus Hardness: Rockwell Hardness 40/42 HRC [in-) Stylus Displacement Relative to Rock Fabric: Styli 1-3: Normal; Styli 4-5: Parallel * CAI = (0.99 x CAIs) + 0.48 CAIs = CERCHAR index for smooth (saw cut) surface s CAI = CERCHAR index for natural surface ti ' After Test Ceo es n� g E X P R E S S Client: Gorrondona & Associates, Inc. Project Name: 15-0013 Project Location: --- GTX #: 302896 Test Date: 3/11/2015 Tested By: mth Checked By: mpd Abrasiveness of Rock Using the CERCHAR Method by ASTM D7625 Boring ID Sample ID Depth, ft. Stylus No. I Reading 1 Reading 2 Average Comments 15-0013 BH-10.3 20-25 1 0.3 0.8 0.55 2 0.5 0.9 0.70 3 0.2 0.5 0.35 4 0.3 0.6 0.45 5 0.2 0.5 0.35 Average CAIs 0.48 Average CAI * 0.96 CERCHAR Abrasiveness Index Classification Low Abrasiveness Notes: Test Surface: Saw Cut 15-0013 Rey-10.3 20-25 ft. Moisture Condition: As Received Apparatus Type: Original CERCHAR C.ttl, Stylus Hardness: Rockwell Hardness 40/42 HRC IjOj {in' Stylus Displacement Relative to Rock Fabric: Styli 1-3: Normal; Styli 4-5: Parallel * CAI = (0.99 x CAIs) + 0.48 CAIs = CERCHAR index for smooth (saw cut) surface CAI = CERCHAR index for natural surface After Test GeoTesting E X P R E S S Client: Gorrondona & Associates, Inc. Project Name: 15-0013 Project Location: --- GTX #; 302896 Test Date: 3/11/2015 Tested By: mth Checked By: mpd Abrasiveness of Rock Using the CERCHAR Method by ASTM D7625 Boring ID Sample ID Depth, ft. Stylus No. Reading 1 Reading 2 15-0013 BH-10.5 20-25 I 1 0.3 1.0 2 0.4 L 1.2 3 0.3 - 0.7 4 0.3 1.0 5 0.7 0.9 Average CAIs Average CAI * CERCHAR Abrasiveness Index Classification Notes: Test Surface: Saw Cut 15- Moisture Condition: As Received Apparatus Type: Original CERCHAR Stylus Hardness: Rockwell Hardness 40/42 HRC Stylus Displacement Relative to Rock Fabric: Styli 1-3: Normal; Styli 4-5: Parallel * CAI = (0.99 x CAIS) + 0.48 CAIs = CERCHAR index for smooth (saw cut) surface CAI = CERCHAR index for natural surface Average 0.65 0.80 0.50 0.65 0.80 0.68 1.15 Low Abrasiveness After Test Comments Ge- oTestin E X P R E S S Client: Gorrondona & Associates, Inc. Project Name: 15-0013 Project Location: --- GTX #: 302896 Test Date: 3/5/2015-3/10/2015 Tested By: smd Checked By: mpd Slake Durability of Shales and Similar Weak Rocks by ASTM D4644 Boring Sample Depth, Visual Slake Water Temp As -Received Description Durability ID ID ft Description o Water Average C of Index % Content % Fragments 15-0013 BH-10.1 20-25 --- 97.6 21 4.7 Type II Comments: Description of the appearance of the fragments retained in the drum: Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exclusively small fragments Before Test: After Test: GeoTesting E X P R E S S Client: Gorrondona & Associates, Inc. Project Name: 15-0013 Project Location: --- GTX #: 302896 Test Date: 3/5/2015-3/10/2015 Tested By: smd Checked By: mpd Slake Durability of Shales and Similar Weak Rocks by ASTM D4644 Boring Sample Depth, Visual Slake Water Temp As -Received Description ID ID ft Description Durability Average e °C Water of Index /0 Content % Fragments 15-0013 BH-10.3 20-25 --- 97.4 21 4.4 Type II Comments: Description of the appearance of the fragments retained in the drum: Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exclusively small fragments Before Test: After Test: GeoTest n� g E X P R E S S Client: Gorrondona & Associates, Inc. Project Name: 15-0013 Project Location: --- GTX #: 302896 Test Date: 3/5/2015-3/10/2015 Tested By: smd Checked By: mpd Slake Durability of Shales and Similar Weak Rocks by ASTM D4644 Boring Sample Depth, Visual Slake Water Temp As -Received Description ID ID ft Description Durability e Avera9 °C Water of Index % Content % Fragments 15-0013 BH-10.5 20-25 --- 95.3 21 3.8 Type II Comments: Description of the appearance of the fragments retained in the drum: Type I - Retained pieces remain virtually unchanged Type II - Retained materials consist of large and small fragments Type III - Retained material is exclusively small fragments Before Test: After Test: ABSORPTION SWELL TEST (ASTM D4546) RESULTS Boring No. BH-10.1 BH-10.2 BH-10.3 BH-10.4 BH-10.7 Average Sample Depth (ft) 3 5 3 7 5 Sample Height (in) 0.8 0.8 0.8 0.8 0.8 Sample Diameter (in) 2.5 2.5 2.5 2.5 2.5 Initial Sample Volume (cu in) 3.93 3.93 3.93 3.93 3.93 Initial Sample Weight (gr) 131.9 121.4 129.8 134.3 130.3 Initial Moisture (%) 19 6 14 12 17 Final Moisture (%) 20 16 18 15 18 Initial Wet Unit Weight (pcf) 128 118 126 130 126 Initial Dry Unit Weight (pcf) 108 111 110 116 108 Applied Over Burden (psi) 2.6 4.7 2.6 6.7 4.7 Initial Dial Reading (in) 0.0286 0.0424 0.0243 0.0440 0.0422 Final Dial Reading (in) 0.0286 0.0424 0.0243 0.0427 0.0422 Swell (%) 0.00 0.00 0.00 I 0.00 0.00 Project No.: 15-0013 Particle Size Distribution Report 00 100 I I I N11 90 I I I I I I I I I I I I I I I I I I I I eo I I I I I I I I I I I I 70— I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I w 60 1 I I I I 1 I r ( I I r r LL Z 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I Z 50 �I W 1 I I I I I I 1 U I I I I I I I I I I I I I I 1 I I I I I I I I I 1 w d 40 I i I I I I 1 I \1l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I 30 I I I I I I I I I 1 C I I I 1 20 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r�l 10 —— i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q 1 uu 0.' 11 GRAIN SIZE - mm. %+3" % Gravel % Sand Coarse Fine Coarse Medium O 0.0 1.9 30.0 16.7 20.2 LL PL Dgg Dgp_ D5p D14 OI NP I I 9.2521 3.2964 1.8282 I 0.3849 Material Description O POORLY GRADED SAND WITH SILT (SP-SM) - Light brown. Project No. 15-0013 Client: Kimley-Hom and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations O Location: BH-10.1 Depth: I4 - 15.5 ft. Sample Number: 7 Gorrondona & Associates, Inc. Houston, Texas Tested By: Clint Checked By: FS 0.001 % Fines Fine Silt Clay 19.6 11.6 Dig Din Cc 0.1375 USCS SP-SM Remarks: Figure C' AASHTO GRAIN SIZE DISTRIBUTION TEST DATA 2/19/2015 Client: Kimley-Horn and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations Project Number: 15-0013 Location: BH-10.1 Depth: 14 - 15.5 ft. Sample Number: 7 Material Description: POORLY GRADED SAND WITH SILT (SP-SM) - Light brown. Liquid Limit: NP USCS Classification: SP-SM Tested by: Clint Checked by: FS Sieve Test Data Dry Cumulative Cumulative Sample Pan Sieve Weight and Tare Tare Tare Weight Opening Retained Percent (grams) (grams) (grams) Size (grams) Finer 606.70 0.00 0.00 1 0.00 100.0 3/4 11.50 98.1 1/2 55.80 90.8 3/8 87.40 85.6 #4 193.80 68.1 #8 279.00 54.0 #16 340.80 43.8 #30 392.60 35.3 #50 445.60 26.6 #100 510.10 15.9 #200 536.50 ComponentsFractional 11.6 Gravel Sand Fines Cobbles Coarse Fine Total Coarse I Medium Fine J Total Silt Clay Total 0.0 1.9 30.0 31.9 16.7 1 20.2 19.6 1 56.5 11.6 D10 D15 D20 D30 D50 D60 DSO D85 D90 D95 0.1375 0.2003 0.3849 1.8282 3.2964 7.4747 9.2521 12.1560 15.7178 Fineness Modulus 3.73 Gorrondona & Associates, Inc. Particle Size Distribution Report C C C� C 100 N11 90I 1 1 1 1 1 I I I I I 1 1 1 I I I I I 1 I I I 1 I 11 I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 80 1 I I I I I I I I I I I I 1 70 cy I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 60 T r ---r- r—r- t -- r l T- W 1 1 1 1 1 1 I 1 1 1 1 1 1 1 Z I I I 1 1 1 I I 1 1 I 1 1 I 1 1 1 1 I 1 1 1 W 1 I I I 1 I I 1 1 1 1 1 I 1 F 1 I I 1 1 I I 1 1 I 1 I I 1 1 1 1 1 1 1 I 1 Z 50 W I I I 1 1 1 I 1 1 1 I U 1 1 I 1 1 I I 11 1 I rr 1 I 1 1 1 I I 1 1 1 I 1 1 W 0- 40 -- I I 1 1 1 I r 1 I I I 1 1 1 1 1 I 2 I 1 1 I I 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 I I I I I I I I I I I I I I I 30 J 1 1 1 1 11 i l 1 1 i i 1 20 1 I 1 I 1 1 I 1 1 I I I 1 1 I I I 1 1 I 1 I I I I I I 1 1 I I 1 I I 1 1 I I I I 1 1 1 I I 1 I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I �� I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 10 I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I 1 I I I I I I 100 1 C GRAIN SIZE - mm. %+3" % Gravel %Sand Coarse Fine Coarse Medium Fine O 0.0 0.0 27.6 15.3 25.8 16.9 X LL PL Da5 D6n Dsn Dan D15 O NP 8.9026 2.3885 1.2570 0.3963 0.0847 Material Description O SILTY SAND (SM) - Tan. Project No. 15-0013 Client: Kimley-Hom and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations O Location: BH-10.3 Depth: 15 - 16.5 ft. Sample Number: 6 Gorrondona & Associates, Inc. 0. ii -- 0.001 % Fines Silt Clay 14.4 Din Cc Cu USCS AASHTO SM Remarks: Houston, Texas Figure GRAIN SIZE DISTRIBUTION TEST DATA 2/19/2015 Client: Kimley-Horn and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations Project Number: 15-0013 Location: BH-10.3 Depth: 15 - 16.5 ft. Sample Number: 6 Material Description: SILTY SAND (SM) - Tan. Liquid Limit: NP USCS Classification: SM Sieve Test Data Dry Cumulative Cumulative Sample Pan Sieve Weight and Tare Tare Tare Weight Opening Retained Percent (grams) (grams) (grams) Size (grams) Finer 603.02 0.00 0.00 3/4 0.00 100.0 1/2 45.80 92.4 3/8 81.90 86.4 #4 166.70 72.4 #8 242.40 59.8 #16 307.40 49.0 #30 375.50 37.7 #50 450.10 25.4 #100 493.60 18.1 #200 515.90 ComponentsFractional 14.4 Gravel Sand Fines Cobbles Coarse Fine Total Coarse Medium Fine Total Silt Clay Total 0.0 0.0 27.6 27.6 15.3 25.8 16.9 58.0 14.4 D10 D15 D20 D30 D50 D60 D80 D85 D90 D95 0.0847 0.1897 0.3963 1.2570 2.3885 6.9867 8.9026 11.292, 14.5131 Fineness Modulus 3.51 Gorrondona & Associates, Inc. of w Z w Z w U w a Particle Size Distribution Report O O O gig 100 I I I Ni I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I li 90 i ~ 1 I I I I I I I I I I I I I I I I I I I n I I I I I I 1 I 1 I I I I 11 I I I I I I I I I I I I I 1 I I I I I I I 80 I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I t I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 60 I I I 1 I I I I I I r r I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I 5O — +— I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 40 — I I J I I 1 I I I I I I I I I I I I I I I I I I \I I I I I I I I I I I I I vl I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I 20 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I 1 I r I I 1 J J I I I 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 0 1(ii iC 0:_ 0.51 0.001 GRAIN SIZE - mm. Gravel % Sand % Fines % +3 Coarse Fine Coarse Medium Fine silt Clay 0.0 2.3 28.3 14.3 21.9 22.0 11.2 ILL PL DRs Drn Dsn Dan Dig Dio C, Cu NP 8.8753 2.8228 1.3414 0.3714 0.1451 Material Description 0 POORLY GRADED SAND WITH SILT (SP-SM) - Light brown. Project No. 15-0013 Client: Kimley-Hom and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations O Location: 13H-10.6 Depth: 14 - 14.5 ft. Sample Number: 6 Gorrondona & Associates, Inc. Houston, Texas Tested By: Clint Checked By: FS USCS AASHTO SP-SM Remarks: Figure GRAIN SIZE DISTRIBUTION TEST DATA 2/19/2015 Client: Kimley-Hom and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations Project Number: 15-0013 Location: 1314-10.6 Depth: 14 - 14.5 ft. Sample Number: 6 Material Description: POORLY GRADED SAND WITH SILT (SP-SM) - Light brown. Liquid Limit: NP USCS Classification: SP-SM Tested by: Clint Checked by: FS Dry Cumulative Cumulative Sample Pan Sieve Weight and Tare Tare Tare Weight Opening Retained Percent (grams) (grams) (grams) Size (grams) Finer 598.95 0.00 0.00 1 0.00 100.0 3/4 14.00 97.7 1/2 53.50 91.1 3/8 81.40 86.4 #4 183.00 69.4 #8 255.00 57.4 #16 307.90 48.6 #30 355.40 40.7 450 448.20 25.2 # 100 507.40 15.3 #200 Fractional-Cpmponents 531.70 11.2 Gravel Sand Fines Cobbles Coarse Fine Total Coarse Medium Fine Total Silt Clay Total 0.0 2.3 28.3 30.6 14.3 1 21.9 22.0 58.2 11.2 D10 D15 0.1451 Fineness Modulus 3.59 D20 D30 D50 D60 D80 D85 D90 D95 0.2245 0.3714 1.3414 2.8228 7.1840 8.8753 11.8716 15.9375 Gorrondona & Associates, Inc. UNCONFINED COMPRESSION TEST R 4.0 / I N I / U) N i I E 0 ' JI % Il/i o 1. 3 4.5 61 Axial Strain, % Sample No. 1 Unconfined strength, tsf 5,216 Undrained shear strength, tsf 2.608 Failure strain, % 2.1 Strain at peak, % 2.1 Water content, % 4.7 Wet density, pcf 120.0 Dry density, pcf 114.6 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.69 Specimen height, in. 5.75 Height/diameter ratio 2.14 Description: SANDY LEAN CLAY (CL) - Light brown and tan. LL = I PL = I PI = I GS= I Type: Shelby Tube Project No.: 15-0013 Client: Kimley-Horn and Associates, Inc Date Sampled: 1/27/15 Remarks: Project: TRV Part 10 Channel Segment A Sanitary Sewer Single Shear Failure Relocations Location: Boring 131-1-10.1 Sample Number: 4 Depth: 6 - 8 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona & Associates, Inc. Houston. Texas Tested By: Clint Checked By: FS UNCONFINED COMPRESSION TEST 150 N Ivi 2 100 E 50 o� Sample No. ` Unconfined strength, tsf Undrained shear strength, tsf Failure strain, % Strain at peak, % Water content, % Wet density, pcf Dry density, pcf Saturation, % Void ratio Specimen diameter, in. Specimen height, in. Height/diameter ratio Description: LIMESTONE - Gray. LL = I PL = I PI = Project No.: 15-0013 Date Sampled: 1/27/15 Remarks: Single Shear Failure Figure 3 1 Axial Strain, % 1 128.533 64.267 1.2 1.2 1.5 135.9 133.9 N/A N/A 2.04 3.99 II 4 1.96 1 GS= I Type: Rock Core Client: Kimley-Horn and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations Location: Boring BH-10.2 Sample Number: 8 Depth: 20 - 25 ft. UNCONFINED COMPRESSION TEST Gorrondona & Associates, Inc. Houston, Texas Tested By: Clint Checked By: FS UNCONFINED COMPRESSION TEST zl 1.c Cn .N 11 N I E I / U 01 II / I 01t� 1.5 3 4.5 61 Axial Strain, % Sample No. 1 Unconfined strength, tsf 1.915 Undrained shear strength, tsf 0.957 Failure strain, % 4.2 Strain at peak, % 4.2 Water content, % 13.0 Wet density, pcf 134.6 Dry density, pcf 119.1 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.76 Specimen height, in. 5.75 Height/diameter ratio 2.08 Description: SANDY LEAN CLAY (CL) - Light brown and tan. LL = I PL = PI = I GS= I Type: Shelby Tube Project No.: 15-0013 Client: Kimley-Horn and Associates, Inc Date Sampled: 1/26/15 Remarks: Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations Location: Boring BH-10.4 Sample Number: 5 Depth: 8 - 10 ft. UNCONFINED COMPRESSION TEST Figure Gorrondona & Associates, Inc. Houston, Texas Tested By: PF Checked By: FS UNCONFINED COMPRESSION TEST 61 4.51 3 1.5 S 4.5 6 Axial Strain, % Sample No. 1 Unconfined strength, tsf 4.234 Undrained shear strength, tsf 2.117 Failure strain, % 1.6 Strain at peak, % 1.6 I Water content, % 6.0 Wet density, pcf 122.2 Dry density, pcf 115.3 Saturation, % N/A I Void ratio N/A Specimen diameter, in. 2.70 Specimen height, in. 5.76 Height/diameter ratio 2.13 Description: SANDY LEAN CLAY (CL) - Light brown and dark brown. LL = I PL = I PI = I GS= I Type: Shelby Tube Project No.: 15-0013 Client: Kimley-Horn and Associates, Inc Date Sampled: 1/26/15 Remarks: Project: TRV Part 10 Channel Segment A Sanitary Sewer Single Shear Failure Relocations Location: Boring BH-10.5 Sample Number: 4 Depth: 6 - 8 ft. UNCONFINED COMPRESSION TEST Gorrondona & Associates, Inc. Figure Houston. Texas Tested By: Clint Checked By: FS UNCONFINED COMPRESSION TEST 2001 I1 150i / � 1 N I / (!J 1001 N I 50 � I 01 b 6.5 1.5 2 Axial Strain, % Sample No. Unconfined strength, tsf Undrained shear strength, tsf Failure strain, % Strain at peak, % Water content, % Wet density, pcf Dry density, pcf Saturation, % Void ratio Specimen diameter, in. Specimen height, in. Height/diameter ratio Description: LIMESTONE - Tan. LL = I PL = Project No.: 15-0013 Date Sampled: 1/26/2015 Remarks: Single Shear Failure Figure 1 156.085 78.042 1.5 1.5 8.6 145.5 134.0 N/A N/A 2.05 4.10 2.00 PI = I GS= I Type: Rock Core Client: Kimley-Horn and Associates, Inc Project: TRV Part 10 Channel Segment A Sanitary Sewer Relocations Location: Boring BH-10.5 Sample Number: 8 Depth: 20 - 25 ft. UNCONFINED COMPRESSION TEST Gorrondona & Associates, Inc. Houston, Texas Tested By: Clint Checked By: FS UNCONFINED COMPRESSION TEST 41 1 3I .N 2I E 1I \ 01( 0 2.5 5 7.t 10 Axial Strain, % I Sample No. 1 Unconfined strength, tsf 2.091 Undrained shear strength, tsf 1.045 Failure strain, % 5.7 Strain at peak, % 5.7 Water content, % 12.8 Wet density, pcf 135.3 Dry density, pcf 119.9 Saturation, % N/A Void ratio N/A Specimen diameter, in. 2.75 Specimen height, in. 5.76 Height/diameter ratio 2.09 Description: SANDY LEAN CLAY (CL) - Brown and dark brown. j LL = I PL = I PI = 1 GS= 1 Type: Shelby Tube Project No.: 15-0013 Client: Kimley-Horn and Associates, Inc Date Sampled: 1/26/15 Remarks: Project: TRV Part 10 Channel Segment A Sanitary Sewer Single Shear Failure Relocations Location: Boring BH-10.7 Sample Number: 4 Depth: 6 - 8 ft. UNCONFINED COMPRESSION TEST Gorrondona & Associates, Inc. Figure Houston. Texas Tested By: Clint Checked By: FS Appendix D - Aerial Photographs AERIAL PHOTOGRAPH - 2013 � -' '------- TRVPart1OChannel Segment ASanitary Sewer Relocations AERIAL PHOTOGRAPH - 2011 r r - Mfiow + r opt. �• lp f A M ' •SIP l LV �. i •4% a , Project No. 15-0013 TRV Part10 Channel Segment A Sanitary G Sewer Relocations ] 0� . ' -| | ' ■ ^ � � �� ® } x � � � \>2� a ' .� �• y/ � , �: ` � ' a - . � - ♦� . � \ . � \a ■ '� « - , !- - k- \ AERIAL PHOTOGRAPH - 2007 . ,t Project No. 15-0013 TRV Part10 Channel Segment A Sanitary G Sewer Relocations A AERIAL PHOTOGRAPH - 2005 N s 9 Project No. 15-0013 TRV Part10 Channel Segment A Sanitary G� Sewer Relocations A AERIAL PHOTOGRAPH - 2002 Project No. 15-0013 TRV Part10 Channel Segment A Sanitary Sewer Relocations A F •�R:d. 4 or rob _ Image U.S. Geologic ■��, 1 I � � �Jri ■ I� 'L I LNG • . � i AK i F � j �JjfF!'la."'tb'�. B or ENrth eye att 4075 WO N .!T rib pa USGS TOPOGRAPHIC MAP 9M M afinc '.W PerK, go . 44 00 AV *b Ar Ua6uw IF Bab Oil- - cem DrIt ;emk;al 554 Tanks 'I N� L Oil AXA try Project No. 15-0013 TRV Part10 Channel Segment A Sanitary Sewer Relocations Appendix F - Site Photographs SITE PHOTOGRAPHS iiw Vol Facing North at Boring BH-10.5 Facing North at Boring BH-10.4 F �1 dp Facing North at Boring BH-10.1 Facing North at Boring BH-10.6 Project No. 15-0013 TRV Part10 Channel Segment A Sanitary Sewer Relocations Appendix G - Geologic Information GEOLOGIC ATLAS N r+r � g :fir. 117 'Sd' I IBM. 1 �2 Project No. 15-0013 TRV Part10 Channel Segment A Sanitary G Sewer Relocations A aQUSGS science for a changing world ' • • Mineral Resources > Online Spatial Data > Geology > by state > Texas Terrace deposits Terrace deposits state Texas Name Terrace deposits Geologic age Phanerozoic I Cenozoic I Quaternary I Pleistocene Holocene Original map label Qt comments Sand, silt, clay, and gravel in various proportions, with gravel more prodominent in older, higher terrace deposits. Locally indurated with calcium carbonate (caliche) in terraces along streams. Along Colorado River clasts mostly limest., chert, quartz, and various igneous and metamorphic rocks from Llano region and Edwards Plateau. Includes point bar, natural levee, stream channel deposits along valley walls; probably in large part correlatives of Deweyville, Beaumont, Lissie, and Willis deposits. In upland regions (Rolling Plains, Edwards Plateau, etc.) unit includes fluvial terrace deposits, undivided. Light -brown, reddish -brown, gray, or yellowish - brown, gravelly quartz and lithic sand and silt to sandy gravel (Moore and Wermund, 1993). Deposits become increasingly fine grained on Coastal and Nueces Plains. Locally, calcium carbonate -cemented quartz sand, silt, clay, and gravel intermixed and interbedded. Low terraces of major rivers are capped by 2-4 m of clayey sand and silt. Sandy gravel on higher terraces varies somewhat in composition from river to river. Gravel commonly is rounded to angular limestone and chert pebbles and cobbles, some boulders, sparse igneous pebbles along Brazos river in places. In Bastrop Co., a deposit 27 m above Colorado River contains the Lava Creek B (Pearlette O) volcanic ash (age 0.6 Ma). Along the Frio, Leona, and Sabinal Rivers east of Uvalde, gravel is chiefly basalt and pyclastic clasts, locally cemented by iro oxide. Gravel along the Rio Grande is subrounded clasts of locally derived limestone and chert and rounded clasts of basalt, volcanic porphyry, quartzite, milky quartz, and banded chalcedony derived from the west. Primary rock type terrace Secondary rock type sand Other rock types gravel; silt; clay or mud Lithologic constituents Major Unconsolidated > Fine -detrital > Silt (Bed) Unconsolidated > Coarse -detrital > Sand (Bed) Minor Unconsolidated > Coarse -detrital > Gravel (Bed) Unconsolidated > Fine -detrital > Clay (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Moore, D.W. and Wermund, E.G., Jr., 1993a, Quaternary geologic map of the Austin 4 x 6 degree quadrangle, United States: U.S. Geological Survey Miscellaneous Investigations Series Map I-1420 (NH-14), scale 1:1, 000, 000. [http://pubs.er.usgs.gov/publication/il420(NH14)] Bureau of Economic Geology, 1975, Beeville -Bay City Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1: 250, 000. Counties Anderson - Angelina - Archer - Armstrong - Atascosa - Austin - Bandera - Bastrop - Baylor - Bee - Bell - Bexar - Blanco - Borden - Bosque - Bowie - Brazos - Brewster - Briscoe - Brown - Burleson - Burnet - Caldwell - Callahan - Camp - Cass - Cherokee - Childress - Clay - Coke - Coleman - Collin - Collingsworth - Colorado - Comal - Comanche - Concho - Cooke - Coryell - Cottle - Crane - Crosby - Dallam - Dallas - Delta - Denton - DeWitt - Dickens - Dimmit - Donley - Duval - Eastland - Ellis - Erath - Falls - Fannin - Fayette - Fisher - Foard - Franklin - Freestone - Frio - Garza - Gillespie - Glasscock - Goliad - Gonzales - Gray - Grayson - Gregg - Grimes - Guadalupe - Hall - Hamilton - Hansford - Hardeman - Hardin - Harris - Harrison - Hartley - Haskell - Hays - Hemphill - Henderson - Hidalgo - Hill - Hood - Hopkins - Houston - Hunt - Hutchinson - Jackson - Jasper - Jeff Davis - Jim Wells - Johnson - Jones - Karnes - Kaufman - Kendall - Kent - Kerr - Kimble - Kinney - Knox - Lamar - Lampasas - La Salle - Lavaca - Lee - Leon - Limestone - Lipscomb - Live Oak - Llano - McCulloch - McLennan - McMullen - Madison - Marion - Mason - Maverick - Medina - Menard - Midland - Milam - Mills - Mitchell - Montague - Montgomery - Moore - Morris - Motley - Nacogdoches - Navarro - Newton - Nolan - Oldham - Palo Pinto - Panola - Parker - Pecos - Polk - Potter - Rains - Reagan - Red River - Reeves - Refugio - Roberts - Robertson - Rockwall - Runnels - Rusk - Sabine - San Augustine - San Jacinto - San Patricio - San Saba - Schleicher - Scurry - Shackelford - Shelby - Smith - Somervell - Starr - Stephens - Stonewall - Tarrant - Taylor - Throckmorton - Titus - Tom Green - Travis - Trinity - Tyler - Upshur - Uvalde - Val Verde - Van Zandt - Victoria - Walker - Waller - Washington - Webb - Wheeler - Wichita - Wilbarger - Williamson - Wilson - Wise - Wood - Young - Zapata - Zavala Show this information as [XML] - [JSON] U.S. Department of the Interior i U.S. Geological Survey URL: http://mrdata.usgs.gov/geology/state/sgmc-unit.php?unit=TXQt;0 Page Contact Information: Peter Schweitzer U'SGS science for a changing W011d Mineral Resources > Online Spatial Data > Geology > by state > Texas alluvium alluvium State Texas Name alluvium Geologic age Phanerozoic I Cenozoic I Quaternary I Holocene Original map label Qa Comments alluvium and low terrace deposits along streams, sand, silt, clay, and gravel. Thickness variable. The unit appears on Geologic Map of Texas on the lagoon side of barrier islands where they represent lagoon and wind -tidal -flat sand and clay. These deposits of clay and silty, clayey fine to v. fine quartz sand and shell sand accumulate on alternately dry and flooded barren flats 0.3 m below to 1 m above mean sea level. Mapped areas include active eolian sand dunes on the landward side of barrier islands. Primary rock type sand Secondary rock type Silt Other rock types clay or mud; gravel Lithologic constituents Major Unconsolidated > Coarse -detrital (Alluvial) Unconsolidated > Fine -detrital (Alluvial) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1974, Austin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1: 250, 000. Bureau of Economic Geology, 1974, San Antonio Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1: 250, 000. Bureau of Economic Geology, 1976, Crystal City -Eagle Pass Sheet, µ Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000. _...._....._..__.._..._....._._......_ .._ _....._.__...._.._.._..._..._............._..._...._..... .... _............. _ ..__ __.._ ._ .._..._......._ Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1967, Palestine Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000. Bureau of Economic Geology, 1968, Beaumont Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. _-___.._...._...__ _ ._- Bureau of Economic Geology, 1975, Corpus Christi Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1975, Beeville -Bay City Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1:250,000. Bureau of Economic Geology, 1982, Houston Sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Counties Anderson - Andrews - Angelina - Aransas - Archer - Armstrong - Atascosa - Austin - Bastrop - Baylor - Bee - Bell - Bexar - Blanco - Borden - Bosque - Bowie - Brazoria - Brewster - Briscoe - Brooks - Brown - Burleson - Burnet - Caldwell - Calhoun - Callahan - Cameron - Camp - Cass - Chambers - Cherokee - Childress - Clay - Coke - Coleman - Collin - Collingsworth - Colorado - Comal - Comanche - Concho - Cooke - Coryell - Cottle - Crane - Crockett - Crosby - Culberson - Dallam - Dallas - Dawson - Deaf Smith - Delta - Denton - DeWitt - Dickens - Dimmit - Donley - Duval - Eastland - Ector - Edwards - Ellis - El Paso - Erath - Fannin - Fayette - Fisher - Floyd - Foard - Fort Bend - Franklin - Freestone - Frio - Galveston - Garza - Gillespie - Glasscock - Goliad - Gonzales - Gray - Grayson - Gregg - Grimes - Guadalupe - Hall - Hamilton - Hansford - Hardeman - Hardin - Harris - Harrison - Hartley - Haskell - Hays - Hemphill - Henderson - Hidalgo - Hill - Hood - Hopkins - Houston - Howard - Hudspeth - Hunt - Hutchinson - Irion - Jack - Jackson - Jasper - Jeff Davis - Jefferson - Jim Hogg - Jim Wells - Johnson - Jones - Karnes - Kaufman - Kendall - Kenedy - Kent - Kerr - Kimble - King - Kinney - Kleberg - Knox - Lamar - Lampasas - La Salle - Lavaca - Lee - Leon - Liberty - Limestone - Live Oak - Llano - Loving - Lubbock - McCulloch - McLennan - McMullen - Madison - Marion - Martin - Mason - Matagorda - Maverick - Medina - Menard - Midland - Milam - Mills - Mitchell - Montague - Montgomery - Morris - Motley - Nacogdoches - Navarro - Newton - Nolan - Nueces - Oldham - Orange - Palo Pinto - Panola - Parker - Pecos - Polk - Potter - Presidio - Rains - Randall - Reagan - Red River - Reeves - Refugio - Roberts - Robertson - Rockwall - Runnels - Rusk - Sabine - San Augustine - San Jacinto - San Patricio - San Saba - Schleicher - Scurry - Shackelford - Shelby - Sherman - Smith - Somervell - Starr - Stephens - Sterling - Stonewall - Sutton - Tarrant - Taylor - Terrell - Throckmorton - Titus - Tom Green - Travis - Trinity - Tyler - Upshur - Upton - Uvalde - Val Verde - Van Zandt - Victoria - Walker - Waller - Ward - Washington - Webb - Wharton - Wheeler - Wichita - Wilbarger - Willacy - Williamson - Wilson - Winkler - Wise - Wood - Young - Zapata - Zavala Show this information as [XML] - []SON] U.S. Department of the Interior I U.S. Geological Survey URL: http://mrdata.usgs.gov/geology/state/sgmc-unit.php?unit='FXQa1;0 Page Contact Information: Peter Schweitzer Ell ssier►ce faF a chaRgr`ng wQrl'd ResourcesMineral On -Line Mineral Resources > Online Spatial Data > Geology > by state > Texas Fort Worth Limestone and Duck Creek Formation, undivided Fort Worth Limestone and Duck Creek Formation, undivided State Texas Name Fort Worth Limestone and Duck Creek Formation, undivided Geologic age Phanerozoic I Mesozoic I Cretaceous -Early Original map label Kfd Comments Fort Worth Limestone, limestone and clay. Ls aphanitic to biosparite, burrowed; marine megafossils are Pecten, oysters, echinoids, and ammonites. Clay, calcareous, in units 0.1-5 ft thick, forms low rolling hills. Thickness 25-35 ft. Duck Creek Ls., limestone and marl. Is med. bedded, nodular to wavy bedded; thickness 25-30 ft. Primary rock type limestone Secondary rock type mudstone Other rock types clay or mud Lithologic constituents Major Sedimentary > Carbonate > Limestone (Bed) Minor Unconsolidated > Fine -detrital > Clay (Bed) Unconsolidated > Marl (Bed) Map references Bureau of Economic Geology, 1992, Geologic Map of Texas: University of Texas at Austin, Virgil E. Barnes, project supervisor, Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000 Unit references Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of Texas, Bureau of Economic Geology, University of Texas at Austin, scale 1:250,000. Bureau of Economic Geology, 1970, Waco Sheet, Geologic Atlas of Texas, University of Texas, Bureau of Economic Geology, scale 1: 250, 000. Counties Cooke - Denton - Grayson - Montague - Tarrant - Wise U.S. Department of the Interior I U.S. Geological Survey URL: http://mrdata.usgs.gov/geology/state/sgmc-unit.php?unit=TXKfd;O Page Contact Information: Peter Schweitzer UNIFIED SOIL CLASSIFICATION SYSTEM UNFIED SOL CLASSFICATION AND SYMBOL CHART LABORATORY CLASSFICAMONCRfTER1A COARSE-GRMED SMS ;-ro+n tsl 5D%afnalnsWl a 1argv tit Ha.2W saran zzc0 C,cm Gvmk ;ims flan 51 arms; ►WAgmded ga%v gwm41nd ey = �00 %,"w d n 4; Cc = D� bstwom 1 and 3 GRAYILS I Gov nailmGW Dia D10sD® Aarelnan50%GP Paodygraded govd& grmmgmd d amem "eras, rtdm area ism GP Nan madng N6 gradaim �trnor m for GW E . �r Grams Nil 1 +nm "W'R! . m 12% Pleb, s>•tia4IDe GM Siltygs .ga►aaaedsifmsdums GM �QP !Isla Rom• Aecre'A'hmwtlP.Lhatrresn 4and7 m bEl *tECames GC Qayayganrsls gaysimrdca.y GC A-.o'eelg mssaaova'W I mqunN umafdu*synizft nmttas .na vm P1 cp xw tlan F C am wads X css fvn 5% a-ms; P 1M�gaaiad mnds,glaraysands. Cif = �� gnmwlwa4-.Cc = D� m w*&m 1 annd3 Sl aabrnafna Sw d1a D1oXC60 SANDS 50%ormcm SP Aw*yga:bdsands,gmeftstncK dame. me ar ro Ines Notmating mgg adsfm raWsmnanba lar GW imcI- rndHa Sands v. riInes +faro than 12% inm. ran Na4 N mft _save smo SM My mrKk, mrdsf! matuas S1d �Q P bss furl a'A• tmsts 00mrg m semdad zone wah P.LheYrel 4 and T am Annempg finis ata o W hordalam a n quArg um SC aairay mrsls mlddsy msarsa Sc bne w1h AL geda flan 7 tided syabok. FINEi.MEU Sots ;Y1'E arm ofrn Ww!ccsmaherinanNa200savesmI Daww"ParcWN"dand amdgav*"agalnamoarr. DlpWK" an Pa omps d ere tlocma mnaY WAnNa 2ao Ume Ins► i'no 'lc sits and v+ay i-m sa-m •ac]c mm aw ca'"OAd asmrlaet ...... ML ?alr, siyai�+Yalrf clsarisacLaTvi twran 6pmd....... �._..................... GW,GFfilllf.SP SILTS sfnsvrflmgmpn4c y weem12pwcmt _...G�aG sm Sc ............ AND SOD 12 parea[s ................. 20,Karlro class mq.&Rrgdxr frrq-xg CLAYS &wq* >Mc drys d klR la mmdhm Lqud first CL P1wsbSK gmDy days. -ndy 4ys6 tam ton Sul dw^ lean C*z PLA8TICITYCHART 50°tE OL Cllgarot sft and argnm sby dep d do __ toa ytatay � � notp�cada,mcamaaa� I CH J{I UH dwonmeam fat sw dy craft sank. SETS dalac sacs 40 / A L: AND I /Et=o-rXim: CLAYS CH korpncclays dh9hptafdy.61 ; CL MH10i Lqu 20 r grief Clrgasc drys almadam In h1l 10 ON tax aRpnG sits n lftGllLY _ U lu X JO 41 57 SU AJ 9rJ BU 1 J0 CAfaAW PT Pm1 and alga ts�nly agnc sacs LIIiIJo Wrt }Lj (1L) $OIt3 to TERMS DESCRIBING SOIL CONSISTENCY Fore C>rmned Sans Coarse Car3med Sans Penetrometer Penesrar6al Resistance Readina (tsf) (blowsAt) Description ReL*vp, Density soft 0.0 101.0 410 4 Very Loose b to 20% Firm 1.0 ID 1.5 41010 Loose 20 tD 40% Stiff 1.5 t0 3.0 10 to 30 Medium Dense 401D 70% Very Stiff 3.0 to 4.5 30 to 50 Dense 70 to 90% Hard 4.5+ Over 50 Very Dense 90 to 100% Gorrondona & Associates, Inc. June 10, 2016 Mr. Chris Igo, P.E. Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 950 Fort Worth, Texas 76102 Re: PAVEMENT CORE REPORT TRV Part 10 Pavement Cores Fort Worth, Texas G&AI Project No. 16-0182 Kimley-Horn and Associates, Inc. Amendment No. 1 to TRV — Part 10 Dear Mr. Igo: On May 25, 2016, Gorrondona & Associates, Inc. (GA&I) mobilized to the above listed project site to conduct pavement cores within the existing roadways and to sample the subgrade materials observed immediately below the paving section. G&AI cored the pavement at six roadway locations within the City of Fort Worth as shown in the attached drawings. Resultant rigid and/or flexible paving core thicknesses are presented below. Location (Core ID) N Houston Street (C-1) N Houston Street (C-2) Grand Avenue(C-3) N Commerce Street (C-4) N Calhoun Street (C-5) Table 1— Pavement Core Locations / Thicknesses GPS Coordinates) 32.769828'-97.344643' 32,772501'-97.344369' 32,773472'-97.344211' 32.773298'-97.342504' 32.774684'-97.342473' Pavement Thickness / Type (inches) 11- Portland Cement Concrete (PCC) 3.5 - Asphalt + 3.0 - PCC 4 - Asphalt 2 - Asphalt 2 - Asphalt NE 11`h Street (C-6) 32.775072'-97.344318' 3 - Asphalt 1. Core locations provided in the table were not surveyed and should be considered approximate. Cores were located by a recreational hand-held GPS unit. Descriptions of the pavement materials encountered and the approximate depths and the thicknesses are provided on the core logs attached. A brief summary of the pavements sections is provided in table 2 below: 7524 Jack NeVVell Blvd. South • Fort Worth, Texas 76118 • 817.496.1424 • Fax 817.496.1768 Gorrondona 8, Associates, Inc. — Texas Engineering Firm Registration No. F-7933 Mr. Chris Igo, P.E. G&AI Project No. 16-0182 June 10, 2016 Page 2 of 2 Nominal Depth (Inches below ground surface) Top of Layer Bottom of Layer 0 2to4 2to4 15to23 Table 2 — Pavement Sections (C-1 to C-6) General Description Detailed Description of Soils/Materials Encountered ASPHALT 2 to 4 inches Asphalt Surface Course. Exceptions: 11 inches Concrete (C-1). 3-inches Concrete below Asphalt Surface Course and Clayey Sand Base (C-2). BASE 8 to 19 inches of Clayey Sand with gravel and Poorly -Graded Sand with silt and gravel BASE. Exception: 14-inches Clayey Sand with gravel, chemically treated (C-2) The purpose of this investigation was to provide general paving sections at six predetermined roadway locations and to tabulate the data in this coring data report. Neither engineering assessments nor engineering analyses were required of G&AI the work scope. Please contact us if you have any questions or require additional services. Respectfully submitted, �P�EOF.TE�lt1� Lee Gurecky, P.E. � — 2016.06.10 14:28:27 �.*�LEE.E. GURECKY*.W —05'00' 'o.,....120055 ..'..i �oo`o�F Lee Gurecky, P.E. t1k% ZONAL Project Engineer � A Digitally signed by Jenell Strachan, P.E. Date: 2016.06.10 15:59:13-05'00' Jenell Strachan, P.E Area Manager - Geotechnical & CMT Services Attachments: Project Location Diagram, Coring Plan, and Coring Logs. 'L]ILIC'.ItiiULII U •�o�vu o 'wcr;h R chIan-] I-.IIla Greer island � ��• _ , I i # Y Willow IIi Snake Island ``� t' * .;,, 1T9klsland Lak rlr Warsc-k { i �! � � i +F �• I � M1 ry I - r F+ • 1! 16- O 182 y� ...11h'Ileeiiler��nl ..; �i _ ' `.'r'c 7'over Hllla I - ^.tin.! ;,.;c�s,� ' . 'r a �' � � 'fit•, 4 - { � } h J k 14' I - }y N Y ;�brestkHlll 7 J :e 4p ,, .I �. � . si - . t 1 � •yti �-5. .r 4 AM , .:� F, •r •mow ��- *C-1 .... ,r -4 1- 0182�► iL }11` 4,1 { � ► mom ' a Goode-earth 4oam_�;as;�o�e uc a;.rr�_� ioc Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 LqAj 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates. Inc. PROJECT NUMBER 16-0182 DATE STARTED 5/25/16 COMPLETED 5125/16 CONTRACTOR GBAI METHOD Pavement Core and Hand Auger LOGGED BY DL CHECKED BY LG NOTES CORE NUMBER C-1 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Pavement Cores PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER DRILLING Not Encountered END OF DAY Not Measured AT-ERBERG F Li � Ul_W w .>N e - -IMIT wa. I- m DESCRIPTION a WS OfO : m a vNi Z v OfCo C ZZUFo ?MATERIAL Z oW a? Z O> UZ �'3 Q W O p Of MO gZ W U) a a ❑ C z CONCRETE - 11-inch Portland Cement Concrete. RC BASE - 8-inch Clayey Sand with gravel. AU Hand auger refusal at 19-inches Bottom of hole at 1.6 feet. 32 16 16 23 Gorrondona and Associates G11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 16-0182 DATE STARTED 5/25/16 COMPLETED 5/25/16 CONTRACTOR G&AI METHOD Pavement Core and Hand Auoer LOGGED BY DL CHECKED BY LG NOTES 0 0 c� W a J a W w a 0 a U r CL a c� N m O T 0 W W d' W H a F- a- 0 H CORE NUMBER C-2 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Pavement Cores PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER DRILLING Not Encountered END OF DAY Not Measured AT ERBERG F- W 4)d Z � �,n w= _IMITS W �� H wm O_ W❑ �ZJ hw Q„^_ NL "cN ~'� DZ U Z MATERIAL DESCRIPTION a? F o� m o j Y v� v CL o co n�W �� m~ F w OO o Qz W 0? a ° 0 "2 a �o ° g �z W cn o! a. o- o U o g— z a E ASPHALT - 3.5-inch Asphalt Surface Course. BASE - 2.5-inch Clayey Sand with gravel. RC AU h CONCRETE - 3-inch Portland Cement Concrete. (Non -Reinforced Concrete) RC BASE -14-inch Clayey Sand with gravel, AU 24 14 10 22 Gorrondona and Associates / 11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates. Inc. PROJECT NUMBER 16-0182 DATE STARTED 5/25/16 COMPLETED 5/25/16 CONTRACTOR GBAI METHOD Pavement Core and Hand Auger LOGGED BY DL CHECKED BY LG NOTES 9 CORE NUMBER C-3 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Pavement Cores PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER DRILLING Not Encountered END OF DAY Not Measured AT'ERBERG w z w aU w �, w o -IMITS w }} Wm 0 W� �z� w aC Qw > �, �L c� F-w 0z U z MATERIAL DESCRIPTION a? H o m =O > Y v v a m a N a LU F H H W OU o W Uz O UUJ U �O �Z W QZ 0 OU d 0- 0 U 0 d z ASPHALT- 4-inch Asphalt Surface Course. RC BASE - 11-inch Clayey Sand with gravel. Hand auger refusal at 15-inches Bottom of hole at 1.3 feet. AU 22 15 7 48 Gorrondona and Associates j� 11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates. Inc. PROJECT NUMBER 16-0182 DATE STARTED 5/25/16 COMPLETED 5/25/16 CONTRACTOR G&AI METHOD Pavement Core and Hand Auger LOGGED BY DL CHECKED BY LG NOTES MATERIAL DESCRIPTION ASPHALT - 2-inch Asphalt Surface Course. BASE - 8-inch Clayey Sand with gravel. BASE - 5-inch Clayey Sand with gravel. Hand auger refusal at 15-inches Bottom of hole at 1.3 feet. a C7 w a �ui w Co d� Q z RC AU AU CORE NUMBER C-4 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Pavement Cores PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER DRILLING Not Encountered END OF DAY Not Measured AT—ERBERG F o z w w >_ �, N w o _IMITS w �^ n wo F-D �z� CL Hw z Qw �,� �g a .c �� F Iz U z p^ F oM mo> Y� �� a� o N a �� 3 �� Fo �� ui UZ O ° U m 20 dJ gJ �z w af CL U`n a, o L) a g— z a LL 26 17 9 22 Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 t Telephone: HOU 281-469-3347; FW 817-496-1424 Fax: HOU 281-469-3594; FW 817-496-1768 CLIENT Kimlev-Hom and Associates, Inc. PROJECT NUMBER 16-0182 DATE STARTED 5/25/16 COMPLETED 5/25116 CONTRACTOR G&AI METHOD Pavement Core and Hand Auger LOGGED BY DL CHECKED BY LG NOTES U 2 o Z a- O MATERIAL DESCRIPTION cD BASE - 11-inch Poorly -Graded Sand with silt and gravel. Hand auger refusal at 21-inches Bottom of hole at 1.8 feet. w a. �0� W Cow:E a �z Q RC AU AU CORE NUMBER C-5 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Pavement Cores PROJECT LOCATION Fort Worth. Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER DRILLING Not Encountered END OF DAY Not Measured ATTERBERG z m w t W= LIMITS W �-� �D W a W z > m N� mg �„ .� F =� z 0 ~0�> v CoN n D_ UQm0Y ' W UZ 0O F- E Ua 2O zi U)Z z a_ LL NP 7 Gorrondona and Associates 11710 North Freeway, Suite 700, Houston, TX 77060 A 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 Telephone: HOU 281-469-3347; FW 817-496-1424 1 ax: HOU 281469-3594; FW 817-496-1768 CLIENT Kimlev-Horn and Associates. Inc. PROJECT NUMBER 16-0182 DATE STARTED 5/25/16 COMPLETED 5/25/16 CONTRACTOR G&AI METHOD Pavement Core and Hand Auaer LOGGED BY DL CHECKED BY LG NOTES U aO W <JO 0 0 MATERIAL DESCRIPTION ASPHALT - 3-inch Asphalt Surface Course. BASE - 5-inch Sand with gravel. BASE - 11-inch Clayey Sand with gravel. Hand auger refusal at 19-inches Bottom of hole at 1.6 feet. W a �LU w m Qz U) RC I AU AU CORE NUMBER C-6 PAGE 1 OF 1 PROJECT NAME TRV Part 10 Pavement Cores PROJECT LOCATION Fort Worth, Texas GROUND ELEVATION HOLE SIZE GROUND WATER LEVELS: INITIALLY ENCOUNTERED Not Encountered AFTER DRILLING Not Encountered END OF DAY Not Measured AT-ERBERG F z m �, W _IMITS W � ^ 0 W� I�-� �ZJ w a ~� w Z d� > �, m� �� C: c� F� �Z U z Z U >U' F O- ��d W y , > w ct� a� o N Z a - c~i)W OF- �g FF Cl) UW H 0? m0> 20 W o v"' L Of o 0 a E 24 14 10 16 I CITY OF FORT WORTH T/PW SOIL LAB SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX Project: TRV PT 3 Main St Utility relocations Project# 00969 DOE No: Fund Code: 03 Contractor: HOLE # C-7 NE 11TIl St LOCATION: 20'SW of N Commerce St NW/4 9.75" Concrete (4757.0 PSI) 8.00" Brown Clay w/rocks & gravel ATTERBURG LIMITS: LL:20.5 PL:12.2 PI:8.3 SHRKG: 4.0o MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # C-8 ___.-----NE 11T$ St -- - LOCATION: 100 NE 11TIl St SE/4 7.00" Concrete (5422.0 PSI) 9.00" Brown Clay w/rocks & gravel ATTERBURG LIMITS: LL:23.2 PL:12.8 PI:10.4 SHRKG:5.0o MUNSELL COLOR CHART: 10 Yr.6/3 Pale Brown Sandy Clay UNIT WEIGHT: N/A #/CFT HOLE # C-9 Commerce St LOCATION:250' NW of NE 9th St SW/4 7.25" Concrete (3543.0 PSI) 8.75" Brown Sandy Clay w/ gravel ATTERBURG LIMITS: LL:21.2 PL:15.05 PI:6.2 SHRKG: 4.O9. MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sand UNIT WEIGHT: N/A #/CFT HOLE # C-10 N Main St* LOCATION:100' NW of NE 9th St 7.00" HMAC 4.00" Brick 3.00" Sand 5.00" Concrete 8.00" Gravel Base ATTERBURG LIMITS: LL:26.0 PL:14.0 PI:12.0 SHRKG: 4.0% MUNSELL COLOR CHART: Reddish brown clay to clayey sand Approval: Ryan Jeri *Note: Bore C-10 was provided from Boring Log from TXDOT HP 2008 Central Bridge Plan Sheet 139 GC-4.06 Hazardous Environmental Condition on Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV—Section 1: Part 10— Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 April 17, 2015 Mr. Carl T. DeZee, P.E. Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 950 Fort Worth, Texas 76102 RE: Soil and Groundwater Sampling Trinity River Vision Part 10 — Channel Segment A Houston Street, Main Street, Commerce Street, 11 "' Street, and Calhoun Street Fort Worth, Tarrant County, Texas W&M Project No. 823.029 Dear Mr. DeZee: W&M Environmental Group, LLC (W&M) conducted soil and groundwater sampling between February 11 and 23, 2015, on the area designated by the Trinity River Vision Authority (TRVA) as Part 10 — Channel Segment A located in Fort Worth, Tarrant County, Texas (Site). As part of the development of the Central City Project and Trinity Uptown Service Area of the TRVA, utility construction activities are planned along the following streets: Houston Street, Main Street, Commerce Street, 11"' Street, and Calhoun Street. The purpose of the soil and groundwater investigation was to evaluate the presence or absence of chemicals of concern (COCs) in the areas of the proposed utility construction. The presence of COCs may impact the practices used to install the utilities, their materials of construction, and measures required to protect workers who may need to access the utilities in the future for repairs or maintenance. The soil and groundwater investigation was conducted in areas likely to be disturbed during utility construction. The Site location is presented on Figure 1. Sampling locations are presented on Figure 2. SOIL AND GROUNDWATER INVESTIGATION Between February 11 and 23, 2015, W&M advanced a total of 28 soil borings (SBs) to depths ranging between approximately 14 and 20 feet below ground surface (bgs) using a direct push technology (DPT) drilling rig with 2-inch diameter, 4-foot long hollow -core barrels. In areas where the DPT drilling rig encountered shallow refusal, solid stem, 6-inch diameter, flight augers were utilized in order to drill to the desired depth. A total of 13 of the 28 borings were converted to temporary monitoring wells (TMWs) in order to collect groundwater samples. The purpose of the investigation was to assess potential environmental impacts to the Site from properties adjoining the planned utility construction associated with the TRVA Part 10 —Channel Segment A area. Photographic documentation of Site investigation activities is presented in Attachment A. AUSTIN FORT WORTH HOUSTON SAN ANTONIO PLANO www.wh-m.com Kimley-Horn and Associates, Inc. April 17, 2015 Page 2 Soil Investigation and Analysis A total of 28 soil borings (SB-1 through SB-28) were advanced in select locations throughout the Site to investigate COCs in soils anticipated to be disturbed during utility construction activities. The borings were advanced to depths ranging between approximately 14 and 20 feet bgs using a hollow -stem DPT drilling rig with rotary drilling capability. According to the Geologic Atlas of Texas, Dallas Sheet, the primary geologic formation underlying the Site is Alluvium which includes low terrace deposits; gravel, sand, silt, silty clay and organic matter. These formations may be highly variable, both vertically and laterally. Subsurface conditions encountered in the borings generally consisted of less than one foot of fillibase overlying varying amounts of clay and silt followed by a coarsening downward sequence of sand with varying amounts of gravel above a thin horizon of clay and weathered limestone. Typically, the lower horizon, composed of coarser sand and gravel and located above the weathered limestone, was observed to be a groundwater bearing unit (GWBU). Most borings terminated in competent limestone bedrock. Soil boring logs are provided in Attachment B. Soil borings were advanced at the following locations, as depicted on Figure 2: • Soil borings SB-1 through SB-3 were drilled along North Commerce Street; • Soil borings SB-4, SB-5, SB-8, and SB-27 were drilled along North Main Street; • Soil borings SB-6 and SB-7 were drilled along Northeast l l �h Street; • Soil borings SB-9 through SB-I I were drilled along North Calhoun Street; and • Soil borings SB-12 through SB-28 were drilled along North Houston Street. Soil samples were collected using a Geoprobe® sampler tube with dedicated acetate plastic liner sleeves. Soil columns were field screened for volatile organic compounds (VOCs) with a photoionization detector (PID) at 2-foot intervals and the samples were evaluated for the presence of odors and/or visual indicators of contamination. No elevated PID readings (>2 parts per million, ppm) were detected in any of the soil borings with the exception of those collected from the northern portion of North Houston Street, where PID readings ranged from 20.5 to 91.4 ppm at the locations of soil borings SB-13, SB-14, SB-15 and SB- 18 at depths of 17 to 19 feet bgs. Olfactory observations of soil samples with a petroleum -like odor from this area coincided with the elevated PID values. No olfactory observations indicating the presence of contamination were noted in other soil boring locations. Soil sampling intervals were chosen based on elevated PID readings, the presence of odors or staining, or at depths that would be indicative of potential releases (e.g., surface spills). PID values from each screening interval are included in the soil boring logs provided in Attachment B. Soil samples were generally collected from soil that exhibited the highest PID values in each of the borings. Soil samples were placed in laboratory -supplied glass jars and immediately stored on ice. The soil samples were delivered to Xenco Laboratories (Xenco) in Dallas, Texas, for laboratory analysis of VOCs by U.S. Environmental Protection Agency (EPA) Method 8260B and total petroleum hydrocarbons (TPH) by Texas Method TX1005. W&MEnvironmenta[ Group, LLC (W&MProjeet No. 823.029) Kimley-Horn and Associates, Inc. April 17, 2015 Page 3 Soil Analytical Results Soil analytical results were compared to the Texas Commission on Environmental Quality (TCEQ) Texas Risk Reduction Program (TRRP) Tier 1 residential assessment levels (RALs) for residential surface and subsurface soil. Per TRRP, soil RALs for VOCs and TPH are defined as the lower protective concentration level (PCL) of surface and subsurface soil protective of groundwater (GWSoil,ng), inhalation of volatiles from subsurface soil (Ai,Soili„b_v), and the surface soil PCL for combined soil ingestion, dermal contract, inhalation of volatiles and particulates, and for ingestion of aboveground and below - ground vegetables total soil combined (TotSollComb)• Nineteen chemicals of concern (COCs) were identified above the sample detection limits (SDLs) in the soil samples collected from soil borings SB-1 through SB-28. The detected constituents generally consisted of petroleum hydrocarbons and chlorinated compounds (i.e. solvents and dry cleaning chemicals [tetrachloroethylene (PCE) and its degradation chemicals]). The only COCs detected at concentrations above the TRRP RAL consisted of the following: • methylene chloride in SB-2 (15-18): methylene chloride was detected at a concentration of 0.0 13 8 mg/kg compared to the RAL of 0.013 mg/kg; • tetrachloroethylene (PCE) in SB-9 (1.5-4): PCE was detected at a concentration of 0.168 mg/kg compared to the RAL of 0.05 mg/kg; and • TPH C6-C12 in SB-14 (17-18) and SB-I5 (17-17.5): TPH C6-C12was detected at concentrations between 227 and 492 mg/kg compared to the RAL of 65 mg/kg. • TPH C12-C28 in SB-13 (18-19), SB-14 (17-18), and SB-15 (17-17.5): TPH C12-C28 was detected at concentrations between 2,190 and 5,110 mg/kg compared to the RAL of 200 mg/kg. • TPH C28-C35 in SB-13 (18-19) and SB-14 (17-18): Total TPH C2e-C35 was detected at concentrations between 235 J and 487 mg/kg compared to the RAL of 200 mg/kg. Soil analytical results are summarized in Table 1; laboratory analytical reports are presented in Attachment C; a figure depicting soil analytical results and approximate depth to groundwater is attached as Figure 3. Investigation -derived waste (IDW) consisting of soil cuttings generated during the drilling activity was containerized in one 55-gallon steel drum. The drum was staged near the southern end of North Houston Street, as indicated on Figure 2. Groundwater Investigation and Analysis To collect grab groundwater samples, soil borings SB-3, SB-5 through SB-9, SB-12, SB-13, SB-15 through SB-17, SB-22, and SB-23 were converted to TMWs. The wells were constructed of I -inch diameter PVC screen and riser. Typically, the well had 15 to 20 feet of 0.01-inch slotted PVC well screen and one -inch diameter solid PVC riser to the ground surface W&M collected a grab groundwater sample from each TMW between February 11 and 19, 2015, using a dedicated, disposable plastic bailer. TMWs were plugged and abandoned with bentonite and the street surface was patched with concrete following the collection of groundwater samples. Groundwater samples were collected in pre -preserved, laboratory -supplied containers, immediately stored on ice, and delivered to Xenco for analysis of VOCs using EPA Method 8260B and TPH using TX1005. W&MEnvironmental Group, LLC (W&MProjeet No. 823.029) Kimley-Horn and Associates, Inc. April 17, 2015 Page 4 Groundwater Analytical Results Groundwater analytical results were compared to TRRP Tier 1 groundwater RALs which are defined as the residential groundwater ingestion (GWGWi„g) PCLs. Analytical results indicated concentrations of selected COCs in Site -associated groundwater was below the RALs with the exception of: Groundwater grab sample SB-7: TPH (C6 — C12) was detected at a concentration of 2.29 mg/L compared to the RAL of 0.98 mg/L. Groundwater grab sample SB-13: TPH (C12 — Czs) was detected at a concentration of 5.73 mg/L compared to the RAL of 0.98 mg/L. Groundwater grab sample SB-14: TPH (C12 — Czs) was detected at a concentration of 2.19 J mg/L compared to the RAL of 0.98 mg/L. Groundwater analytical results are summarized in Table 2; laboratory analytical reports are presented in Attachment C; a figure depicting groundwater analytical results is attached as Figure 4. Summary Review of analytical results indicate that methylene chloride, PCE, and TPH were present in soil and TPH was present in groundwater at concentrations exceeding the applicable TRRP Tier 1 RALs at the Site. A figure summarizing detected constituents in soil and/or groundwater impacted is presented as Figure 5. FINDINGS Review of analytical results indicate that COCs were present in soil and/or groundwater in 17 of the 28 borings installed as part of the soil and groundwater sampling for the TRV Part 10 — Channel Segment A Site. Additionally, TPH was detected in soil and/or groundwater in four locations sampled. Although most constituents were detected at low concentrations, there were several exceedances of Tier 1 RALs. Based on results of the soil and groundwater sampling conducted at the Site, there are indications that impact to soil and/or groundwater is present in multiple areas of the TRV Part 10 — Channel Segment A. Based on the results of this investigation, soils and/or groundwater encountered in areas as indicated on Figure 5 should be managed as potentially impacted by historic petroleum and solvent releases. Soils exhibiting odors indicative of COC impacts will need special handling and, potentially, disposal. Additionally, if workers enter a trench, W&M recommends implementing the City's Permit Required Confined Space Entry program which may require continuous airspace monitoring. The source area of the impacts has not been identified; therefore, the maximum concentrations anticipated to be encountered cannot be determined from the available data. This report was prepared for the sole use of Kimley-Horn and Associates, Inc. and the City of Fort Worth and shall not be relied upon by any other party without the express prior written consent of Kimley-Horn and Associates, the City of Fort Worth, and W&M. This document was developed by employing generally accepted methods and customary practices of the environmental profession. W&M Environmental Group, LLC (W&M Project No. 823. 029) Kimley-Horn and Associates, Inc. April 17, 2015 Page 5 W&M appreciates the opportunity to be of service to you on this project. If you have any questions or need additional information, please feel free to contact Mr. Paul Rodusky at 817-402-3128 or Droduskvna,wh-m.com. Very truly yours, W&M ENVIRONMENTAL GROUP, LLC fs Paul S. Rodusky, P° Senior Consultant W&MEnvironmental Group, LLC (W&M Project No. 823.029) -01 6,Z L. MuG President 7lq SITE AIN 1 SB-11 SW, c t * © SB-3 l SB-27 56 $ T i6-8- r (12-14'), ) - 10, f SB-12 rT40 (IBB') �. l (1* :5-141) S B-13' !� Af ig+(188-19') `SB-1 , S B=14 + (17-18') M SB-15 o .(17-17.5') ''4 , SB-18 a It o (1�17.5)) F SB-` 9 ` • s N16 SB-20 I' (10 y so s13-z1- (15-18') SB- . w SB-28 ' (12-16000 p SB-26vy t IDW Drum(s)/ (i5��6')�Jfoolp�N Staging Area i SB-22 (2r5-5')) F - t3 •L 1• SB-24 ( .8.) 1 e a e Source: -sn, DigilalGlobe SeoEye, Earthsta^,�G`eogra hics,tG=/1Airbus� 7 ADS, USDA, SG S; AEX, Getmappi g, Aerogrid, IGN, III Gswisstopo, and the GIS,User C►ommu it, Legend Figure 2 Soil Boring (SB) Sample Location Map Soil Boring Converted to Temporary Monitoring Well (TMW) TRV Part 10 - Channel Segment A Fort Worth, Texas �-- Railroad Tracks 0 150 300 boo Sample Depth I [ eet SCALE: 1" = 300' 4/16/2015 1 W&M ProjectNo.: 823.029 I Drawn by: JPM I Checked by: NC I Revised: CJMM SB-6 (7.5'-10') 211212015 l SB-7 (5'-B') 2/13/2015 I }� Chloroform 0.00104 J 3) Chloroform 0.000917 J ► Y 1,2,4-Trimethylbenzene 0.00114 J ,t, SB-7� SB-6 (3'-5') 2/12/2015 ,� . SB-11 o-Xylene 0.00151 J Chloroform 0,00106 J +; (8) m,p-Xylenes 0.00287 J Toluene 0.00165 J w 4B-6 rrp-Xylenes 0.00233 J (7f5) SB 11 (10'-15') 2N612015 S8-10 T ;5B., <SDL SB-10 (10'-11') 2/16/2015 Ir (11) SB-4 (8'-10') 2/12/2015 {Y SB 8 (5'-8') 2/13/2016 <SDL Chloroform 0.00127 J Ethyl benzene 0.00166 J Chloroform 0.0'107 J SBA SB-9 (1.5'-4') 2/13/2015 Toluene 0.00583 Toluene 0.0.220 J MBE 0.00550 J 1,2,4-Trirrethylbenzene 0.00116 J 1,2,4-Trimethylbenzene 0.001D7 J (10) cis-1,2-DCE 0.0946 o-Xylene 0.00236 J o-Xylene 0.00147 J .i TetrachloroethYlene 0.168 m,p-Xylenes 0.00565 J SB 4 Trichloroethylene 0.0326 49'SB-27 (12'-14') 2/20/2015 3y n-Butylbenzene 0.00155 J Chloroform (5'roform rmO.OD114 ) 2/11/2015 Chloroform 0.00,19 J (12) ChloJ + TSB-3` Toluene 10.00166 J Toluene 0.00113 J SB _27 p 59-8 r .5-14') 21 612015SB12(1'{1`I I 1S=2 SO-2 (15'18') 2/11/2015 <SDL SB-12 Benzene 0,003 J (15) (=) n-Butylbenzene 0.00451 J SB-14 (17'-18') 2/17/2015 ^ �� @hyl benzene 0.00275 J Isopropylbenzene 0.00629 SB-13 3B Methylene Chloride 0.0138 Naphthalene OM515 J ('= SB 1 (2.5'-52I11I2015 Naphthalene 0.158 Toluene 0.00221 J <SDL (lay) Toluene 0.0175 Total TPH 6090 Sg-14 (17) � 1,3,5-Trimethylbenzene 0.0026 J SB-1 (18'-19') 2/17/2015 o-Xylene 0.00299 J SB-15 (17'-17.5') Y1712015 SB-15 n-Butylbenzene 0.0107 + m,p-Xylenes 0.00779 J Naphthalen 0.0104 J o (17) Sec-Butylbenzene 0.00381 J Total TPH 3060 tert-Butylbenzene 0.00328 J } SB-18 i p-Cymene 0.00328 J , SB-18 (17'-17.5') 2/18/2015 / AjOlk Total TPH 20.4 J o (16) Naphthalene 0.0076 J Toluene 0.00346 J o ` SB-19 SB-19 (10'-12.5') 2/18/2015 1,2,4-Trin-ethylbenzene 0.00305 J <SDL (14), Total TPH 2430 SB 16 (10'-13') 2/17/2015 SB-16 ' t Total TPH 46.6 J SB-20 (10'-11') 2/18/2015 0 Total TPH 1 40.9 J sSB-21 , (13) SB-21 (15'-18') 2/18/2015 SB-17 (5'-8') 2/1712016 +� <SDL r <SDL-28 , ;SB-17 w1 SB-26 (15'-16') 2I19/2015 (9) *�rj SB-28 (12'-16') 2120/2015 Chloroform 0,00118 'SB-Y6 n Butylbenzene O 00.00126 J 00 0010Chloroform 4 J ♦� P' # SB-22 (2.5 -5') 2/19/2015 4 u SB-22r t + (12) Chloroform 0.00120 J � SB 25 (3'-5') 211912015 Naphthalene 0.0114 Xw Chloroform 10.00118J ' i ! 4 Toluene 0.00113 J �}, SB-25 • +(14) SB-24 (5'-8') 2/19/2016 t SB-23 (7'-10') 211912015 t%k SB-24 Chloroform 0.00132 f i _ Benzene 0.00132 J ( 11 { w Chloroform 0 00110 J SB-23 Naphthalene 0 00330 J (1A. Source: sn Di11 al,E�aGthstaeograp Ics�G=-/�Alrbus� Toluene 0.00191 J D ,USDA, SGS, A'} , +'et a Aero Id, IGN; IGP, swis to o and PP 9 9 iP the GIS, ser ►omrn it 6 Legend Note: COC = chemical of concern. All Figure 3 Soil Boring (SB) concentrations are presented in mg/kg. Soil COC and Groundwater Level Map Soil Boring Converted to Temporary Monitoring Well (TMW) TRV Part 10 - Channel Segment A Railroad Tracks 0 150 300 600 Fort Worth, Texas -�--�- -- •Fee (#) Groundwater Level, feet below ground surface SCALE: 1" = 300' (--) Dry Boring at Time of Drilling 4/16/2015 W&.M Project No.: 823.029 Da. by: JPM I Checked by: NC Revised: SB-7 2/13/2015 �` • ♦' SB-7 Chloroform 0.0'1361 ' SB- 1 Total TPH 2.29 t' sB e lts SB-6 2/12/2015 1 + 1 � SB-10 •n Toluene 0.00206 ; S 65, ` . SB-9 2/13/2015 S13-5 2/12/2015 SB-9 <SDL #� Tetrachloroethylene 0.00273 •• 1 4 -Wt S13-3 2/11/2015 *� Tetrachloroethylene 0.00335 SB 1 _*� -B SB-3 1,2,3-Trichlorobenzene 0.00332 , � \ _ fr tSB-2 SB-12 2/16/2015 SB-12 a 1 5 <SDL r SB 1 * SB-8 2/13/2015 ■[� SB-13 2/17/2015 < SDL 58:1 + TotaITPH 5.73S13-t �+ { L rx SB 15 2/18/2015 SB-15 Total TPH 2.19 J r i -If N 0 Fit� SB-19 I s13'-1"6 l� SB-16 2/17/2015 � t • < SDL SB720 1V i SB-21 ' + SB-17 2118/2015 � , � , SB=17 <SDL r' SB-28-"OON ilk 4. ' SB-26 } ♦ SB-224 SB-22 2/19/2015 < SDL I �?+� SB-25� '� L .• SB-24 f � SB-23 2I19/2015 � D91 Source: Esn, Glo Diditalbe; GeoEye, Eart eographics ;GNES/Airbus < �0 S DS, USDA, USGS; E�X, Getmapp ng, A, ogrid, II( N IGP, -wis po,'and the = IS User Communit. Le end `— Note: COC =chemical of concern. All Figure 4 Soil Boring (SB) concentrations are presented in mg/L. Groundwater COC Map Soil Boring Converted to Temporary Monitoring Well (TMW) TRV Part 10 - Channel Segment A Fort Worth, Texas --I--�- Railroad Tracks o 150 300 600 I Feet SCALE: 1 " = 300' 6 4/16/2015 1 W&M Project No.: 823.029 1 Drawn by: JPM I Checked by: NC I Revised: 3 yOf A. , sa-11 * r y' I�4 1 CJB-6 i ti - • ' k SB-10 sad -� y I 'j,9 A-4, ox SB-3 + r e_2r si §B-8 S B 2 << s B�13 k f � SBA f ' SB-14 0 • �.# SB-15 000, #+ SB-18 ! } t ^� t * 4 V swi Q@ ,) SB-20 © �- irk ♦ 'dK Nk a SB-i + 1 SB-2d ` '00\ 0000 28-22 f i N ' sE3-25 Noce: �'• SB-24 [n3paC9 is deft n as a demmeti on ora chum'-01 o£ concern (C j in sod an&or grk" V stcr t° •.�.,,.', SB-23 Sou ce: sn, DigitalGlobe, GeoEye, Earths[al Geographies, GNE-Sirbus above thesarnplie detection, limit-(5D1,)� "¢ ADS, USDA, USGS, Ea etma ping, Aerogrid, IGN, IGP�swisspos and �1 the GIS User Communit Legend Figure 5 Soil Boring (SB) Impacted Area Map Soil Boring Converted to Temporary Monitoring Well (TMW) TRV Part 10 - Channel Segment A Fort Worth, Texas �--+- Railroad Tracks 0 150 300 600 0 Area of Groundwater Impact --1ec� Area of Soil Impact SCALE: V = 300' 4/16/2015 1 W&M Project No.: 823.029 1 Drawn by: JPM I Checked by: NC I Revised: �� M911. Am G.wdwNr (tr) Gtemd (Mh4)4 311-1 353 2JIIMIS 7S 9Bm RRl 18-4 BB6 31-7 BBA b'M tB-IO 1Bmi Sbtl SSI-U mi. 8&15 8146 M17 awl. ®-t9 SBSB 13.11 81341 111-U Stm4 Sams Rims S9-2f IJBmt ISIt LIIfA15 S41 LIIMIS LIG LINtlB 3-6 LIYStlS ].Slt NIY3tl5 Si NY20U S4 LINOIS lSI LLLMIS ILI1 wV2,046 U SA4 3MMU W19 =41,5 1748 2117MI5 II I's L17M15 tau MI- " W71UIS 1747A L1341111I 14,415 mm. 1.11 W MU Ibu Lltltll J8 2I1911015 74. LIYJGIS S-t =9M15 ]-0 2119I2015 ISmf MU S 1144 2=1015 1146 YJ J. TIC I R- o IB.Qm PCLo Tlm I P--S k-TCLt 12 I.. 10.5 U B.-re MTBS D.OWW2 DIMI099E OWJJ D.W113 D.00110 DW110 D00101 DWIII ,0.0- 10010E 4.00019 ,0.0000 ,0.00091] D.00091] ,0 00112 OW550J 4 00107 0.00107 D.001. -I. D.00114 -0-14 ,0 W110 -ID ,000101 0MIOI D W 105 D.00105 D.W109 0MID9 ,0WIOS-D,OOIOS 0001321 ,000104 ,0MII5 -00..5 DWIID '0.00110 ,000111 D00111 OA26 1.61 I" BW 8- Dw31h4n-e B-Vn -4 But7li-- CYmmle.w DOW99E DW0992 D.WON2 DOW.2 000451J DOO113 -00113 D00113 DWII. ,DM- DM1IO 'D DMlIO 0001141 D DOIOI W116 DM1O1 D.m116 -00101 0.-1 O.W1.1 ,000102 0DD102 ,0.00102 O.WIO4J ,00000 D.000987 ......9 D.DOWS7 D.000P9 D.WNO 0000➢171 ON107J ,0 W 112 000112 ,0.00112 1.00112 D.00107 'D.00ID7 'D.00107 D00107 DWID6 D00106 D.00106 D.00ID6 D.W114 4.W114 D.W114 -00114 0.0107 0.-11 0.WJ2nl ,0A0110 ,OMIOt DW108 ,0.00108 DM1O9 DW108 DWID. -DOW. D.ODI.l D W105 ,0MIN DODIN D.D0105 0MID9 DWIDS -00105 DWIW D00108 -00105 DOOIN D0010. D W104 D W I On D 00108 ,0 00108 1WIN D.00108 ,DM1IO D 00113 ,000110 100113 DWIIO D OOI I3 DWIIO 0.001201 ,0 WIN D.001B D.W104 4.00115 .0.00104 1.00115 OWIIOI 0.001321 '0.W110 D.W110 0.00II0 0.001181 DWIII D.DDIII DDOIII DW118 . 0-11 D.001.1 000107 D.DOOM D60167 D000996 0WI19J 0Wi041 150, IS 10 1 3300 330D 3,300 % TABLE SUMMARY OR SOIL ANALYTICAL RESULTS TRINITY RII ER 17SION PART 10-CHANNEL S£GN£NTA I- W-A, Tau YQLlo NbeYer Twol.ee ,,[.).w �1}-005 IwAyJ9.ra Nepbdie- D 00099E DW0992 <. 00099E D-2 D00595 D00198 oM19S D00113 D.DII] 0D.1711 DWII] OAI38 ..1,. D.W225 D.DD110 '0.-0 DWIIO DWIIO 0W657 DW219 000219 DW116 1DD101 D.W116 D00101 .W166J DODIOI D.W116 DMIOI DDO- DOWN DWI31 DWm2 -211 ,0W2.2 DMIO2 ,0.0010E OMIO2 D.00102 4.00614 DW203 0.00205 'DOW" -W. ,0IMIOt9 DOWn9 D.00534 <DM172 0W178 ,0 W0927 DOON17 1000967 0.000997 1.0059E 1W197 DMIN .,0.112 00346 =000112 -00112 4.00673 <0 W224 I. ,OMIO7 D.00106 -00107 D.00IO6 DW107 DMIO6 400107 '000106 D.00643 1b00635 1.00214 DW212 D.00214 -00212 D00114 D.00114 4.00114 0MI14 4.183 D.WI2t 4.00228 0.003211 .,..110 -00110 D.00110 4.00657 0.00761 OM219 ,DMI01 DMIOV 1 W101 DOW. D W650 0 W5151 0,00217 D.00101 OMIOS DMIOS 0MIOv 1-0647 0.01041 -00216 D 00105 `0 00105 D0OIO5 D.DOID5 DW630 10,00210 0W210 DWIW DW109 DWIW DWIW D.00652 D.00217 0W217 ,OM101 DDO1D8 AWI.9 0MIOG DW650 1000211 D00217 -00104 D.W1. ..1. -00104 D...76 0M- D.W]09 D 00109 OWIOS 1WI09 ,000108 -OW47 400216 D.WEl6 10011D OMIIO 1DOI ID 4,00110 O.00W2 D00221 DW221 4.113 -113 D00113 D00113 D.00680 ODI11x 0.00=7 ,0 00104 0,00104 -00104 4OMIN <D D06u D.003301 -002D9 ,0.00115 000115 ,0.00115 1.00115 ,0 00689 -00230 0 W230 D.WIIO DDOIID 0-110 'A DOI10 -00661 D00- DW220 DWIII DWIII DWIII DWIII D0.67 DOOnI DW2Y1 DA0101 DWIo7 DMID7 oMIO7 D.00642 ,000214 D00214 D.00N. DDWW6 10 DOD- 0000996 OM5O7 D.ODIN D001. me 233 7A sit GABS 31 CAS 1200 140 6.4W 4.M 1,- 220 I 710 Tehw TfkWw ebryl.e. T.4e..6.NW-e.m Im.4 IA6- T.IemIglMwer �JL91.r D.WON2 D.WDN2 D.W0993 ,000099E ,0.00099E ..0175 O-I D.00113 DO-O DMII3 DW11. 0..0261 DW110 O.W2N] DMIID O.00Sl3 0 W165I -000111 ,0WIOI 0001111 'D I.1 -0-116 <OM1OI 0002163 D,OOIOI 1.W102 ,0.00102 -102 D.00102 ,0.00102 D00089 DW089 O.WI14J D.OWN 0W1511 0.002201 D.WN87 0.00107J ,0.000987 0001471 40011E 0.0326 ,0 00 112 D.00112 ,0.0011E D00107 D.00107 DDO- D00107 DW107 .Ml. D.00114 DWI. D00114 D00106 0MII4 DON06 0.00H4 DWI. O.W114 0.00346J OM1IO 0W3051 100110 ,0.11. 0.002211 4W1.8 D.00108 DWI08 OMIOl DWIO9 DWIO5 DW109 0MIO5 DM- D.00105 DW101 D.00105 ,0W1.. DWI03 DWIW .M- DWIOD DW.O. DWIW `0 00108 DOOI. DWI. DWIW DWIOB DWI. 4 W10t .MIIO 'WIN -0010. DM1IO D.W104 ,000108 1W11. DWI. D00103 DWII. DWI. DW1.8 ,0ODI10 DMI131 OMII3 DM113 D.WI13 ,0.00113 O.WI911 OMIO4 DM104 ,0.00104 4WIa D W115 ,0W115 1,O.W1Is 40.115 OMII5 D.00110 DWIII DMIIO DWIII DM11O DWIII D.00110 DWIII 'IM110 D001❑ 0 00113 J D.DDOW6 L00107 DODOM DWI.] D.W09. DWIW D WO9. D-.7 D WN4 u 0.034 0 a 71 INS It IW 110 N,OW N.ew: ls-pw eo wb7 N'Ah6P hmmrd 0t I1.Q(ww-s wr7 by xm:.o labwwnnis m DJb. T-m. hrtle wmelp®m6 demt MR,*_08h-I aba- dmenae6f -a-m-Dfi691 UtwieC Pa ff' ) by U.B. Pevmmm:W Pebmm Atwell WA) hr tl600. 4fold Pmd®Bydmomb-e RPtt)by Trm IM loos. In. IY-.O s.u_P(L-Tb T-C 'rim -Par .. Qr81y(TQEQ)T-R R4Anlm Aop-(lRRP) TwI ddell KL fa iopom a.m. dwbmfe-.ulm pmmdnmm pd-,. e.-d-Iiel edtmS wvheO Sane eamm my 'fb I lb. ^'eofl-PM-Tbe=Q TRRP T-I Pd 6a-1 emheed emfv-1 ptlweyt..:vidm0.1.e16mt wh e0.s.me e-.9e mu M:wlh me m miWp-e p61q.� (mtd41 c AB Ci:anY domre(U](')mem-4m 1-d-Y p-d-'k Mclim I-6(5DL) 1 .Pamomdv.loe Celmr Y. 1- .oJ d-I-C-6d-ee ommhb nth omo-- X- f-d mbe-of. kb-m m hm-dwbp-O.Ie-hJemid mbim-a-a•am®tr.lim a Il tw Iyw bo m-1b and Ide momv8 aft TJ mem:tr.om Thv aaditim®WJ.o.Rrst Ik wLti.s peel ON- m 6s ALSh45D. BNf 4elm md'roem the mesm-t mv� f-ee9b I=rd bold binbthmdvemm vdoeb m:omtrtlim romdiet O:e mw-I bid -h:dnets.-Ple eie:ar.lYmdln Oc d:-cel�ame(IX)C)mYmm eot0-BI.m-6mma po-dwmmlewhf the.mnaed eo8 -mplx TP � -'~ C 12 02C LRbCSS Ted 1TB x7r.e DAD198 <771 163 D63 463 O..-T ,O-D -1 437 -24 1. -4 I - ­720 O W5651 000.31 '863 <lAt - <128 -i 7.2. - IS 1.00]DS <168 c6.6 4.6 d.d OM227] <8.1 47 4.7 63 . DOID7 KB 1.9 10. I.D. 4 W224 8.39 1722 7.n 122 D W214 7.0 IS5 4.t5 485 D 00212 D.0022t - 833 4t1 134 D..I 7.34 D.I 7> ,0 D0219 40.7 1". 2351 2,430 DM217 4. P,IIO 412 6,DW D.00216 111 IMO I. 3,060 D.00210 1.1 46.61 6 71 46.6 J D.OD217 18.13 D.N 4 N 1. D 00217 D.002M 810 7.71 20 41 d.67 D D7 -667 2041 -667 D.00216 -02 .91 4 n9 .91 -.- -00227 <n. 110.E 105 110.E 1.01 729 Q 5 7.29 ,0 W209 1102 <M2 <1.29 IN ,0.0023D c10A c10.6 71 'A D.00 2 <M9 1D.9 1.94 -84 ,0 ..1 D 00214 c1.6 D.48 <I.6 D48 ! 6 48 DA D WIN -1 D62 D89 D.99 lit a in 290 200 tSW 1.00 1 2,300 2300 2300 nfrne6wrdo.P,00e ryvrnyer. 4u/me 15plyl TABLE 2 SUMMARY OF GROUNDWATER ANALYTICAL RESULTS TRINITY RIVER VISION PART 10 - CHANNEL SEGMENT A Fort Worth, Texas VOCs' TPH' Sample ID' Date Collected 1 Total TPH Chloroform Tetrachlorcethylene Toluene C6 C12 C12-C28 C28 C35 Trichlorobenzene C6-C35 SB-3 2/11/2015 <0.00100 0.00335 <0.00100 0.00332 <0.696 <0.603 <0.603 <0.603 SB-5 2/12/2015 <0.00100 0.00273 <0.00100 <0.00100 <0.697 <0.604 <0.604 <0.604 SB-6 2/12/2015 <0.00100 <0.00200 0.00206 <0.00100 <0.698 <0.605 <0.605 <0.605 SB-7 2/13/2015 0.00362 <0.00200 <0.00100 <0.00100 2.29 <0.609 <0.609 2.29 SB-8 2/13/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.710 <0.615 <0.615 <0.615 SB-9 2/13/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.696 <0.603 <0.603 <0.603 SB-12 2/16/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.689 <0.597 <0.597 <0.597 SB-13 2/17/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.698 5.73 <0.605 5.73 SB-15 2/18/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.573 2.19 J <0.610 2.19 J SB-16 2/17/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.676 <0.586 <0.586 <0.586 SB-17 2/18/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.548 <0.766 <0.583 <0.548 SB-22 2/19/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.557 <0.779 <0.593 <0.557 SB-23 2/19/2015 <0.00100 <0.00200 <0.00100 <0.00100 <0.565 <0.791 <0.601 <0.565 Tier 1 Res. cv'GWjg PCL° 0.24 0.005 1.0 0.073 0.98 0.98 0.98 0.98 Notes: 'Samples collected by W&M Environmental Group, LLC (W&M) and analyzed by Xenco Laboratories in Dallas, Texas. Volatile Organic Compounds (VOCs) by U.S. Environmental Protection Agency (EPA) Method 8260B. 'Total Petroleum Hydrocarbons (TPH) by Texas Method 1005. °The Texas Commission on Environmental Quality (TCEQ) Texas Risk Reduction Program (TARP) Tier 1 default PCL for groundwate ingestion of Class 1 or 2 groundwater, in a residential setting with a 0.5-acre source (owGW,) PCL. All results are in milligrams per liter (mg/L). < ## Chemical of concern (COC) concentration less than the reported sample detection limit (SDL). J - Estimated value below the lowest calibration point. Confidence correlates with concentration. Bold indicates concentrations in exceedance of applicable PCL. W&M Environmental Group, LLC (W8M Projrd Na 823.029) Page I of I PHOTOGRAPHIC LOG ATTACHMENT A rl� V Photo 1: Advancing soil boring SB-3 using a direct -push sampler, seen facing northeast. Photo 2: Advancing soil boring SB-8 using flight augers after the di- rect -push sampler encountered refusal at depth, seen facing north. Attachment A Photographic Log TRV Part 10 - Channel Segment A Fort Worth, Texas 4/ 14/2015 Soil & Groundwater Sampling W&M Project No. 823.029 I Photo 3: Using a hand -auger to clear utilities at the planned location of soil boring SB-15, seen facing northwest. Photo 4: Installing a temporary well at soil boring SB-17, seen facing northwest. Attachment A Photographic Log TRV Part 10 - Channel Segment A C4)UM Fort Worth, Texas 4/ 14/2015 Soil & Groundwater Sampling W&M Project No. 823.029 Photo 5: Advancing a direct -push sampler into soil boring SB-24, seen facing northwest. Photo 6: Groundwater sampling from the temporary well installed in soil boring SB-23, seen facing north. _IL l.ik*KT Attachment A Photographic Log TRV Part 10 - Channel Segment A Fort Worth, Texas 4/14/2015 Soil & Groundwater Sampling W&M Project No. 823.029 SOIL BORING LOGS ATTACHMENT B Adshmay W&M Environmental Group, LLC WSM www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/11/15 COMPLETED 2/11/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" probe to 13' then 6" flight auqers to depth LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.772674 LON-97.342369 w o_ U �(If F=- Wm U d0 w aj ui < Q Z CD U) 0 5 BORING NUMBER SB-1 PAGE 1 OF 1 PROJECT NAME TRV Part 10 - Channel Segment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 539.7 ft HOLE SIZE 6" GROUND WATER LEVELS: -VAT TIME OF DRILLING 7.5 ft / Elev 532.2 ft AT END OF DRILLING -- AFTER DRILLING -- MATERIAL DESCRIPTION Sand, strong to pale yellowish brown, fine to medium grained with no to little clay and trace fine gravel, non -plastic, loose, dry. GB SW SB-1 (2.5 - 5') ___• •;•;• 7.5------ --- 532.2 Sand and gravel, pale yellow, medium to coarse grained sand and gravel with trace silt and clay, non -plastic, loose, wet. SW o. 0 a 0.1 1.2 N 0.1 0.1 13.5 526.2 JT Interbedded dark gray clay and light gray weathered limestone with limestone bedrock at depth, dry. 0.1 19.8 520.0 IN 0.1 Auger refusal at 19.8 feet bgs. ��W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/11/15 COMPLETED 2/11/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" probe to 13' then 6" fliaht augers to depth LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.773154 LON-97.342662 BORING NUMBER SB-2 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinitv of Houston Stand Main St, Fort Worth, Texas GROUND ELEVATION 540 ft HOLE SIZE 6" GROUND WATER LEVELS: AT TIME OF DRILLING AT END OF DRILLING -- AFTER DRILLING -- w �Of F- U E 0-- w LLI .... W w CO � 2 0- 0- p MATERIAL DESCRIPTION < a 0-o J QZ U D U) 0 Sand, yellowish brown, some clay, low plasticity, medium dense, dry. SP 0.0 5 10 0 0 GB m SB-2 �- - (15-18') w 3 a - - F- x m a- - w z In 20 2.5 537.5 Sand, yellowish brown, medium to coarse grained and trace to little fine to medium gravel with the percentage of gravel increasing with depth, non -plastic, loose, dry. SW C° '•:•'• 10.0 530.0 Interbedded dark gray marl and light gray weathered limestone with little to some medium to coarse limestone gravel with the percentage of gravel increasing with depth, dry. 17.5 522.5 Weathered light gray limestone with limestone bedrock at depth, dry. 19.5 Auger refusal at 19.5 feet bgs. 520.5 0.0 0.0 0.0 0.3 0.1 0.4 0.3 WELL NUMBER SB-3 W&M Environmental Group, LLC PAGE 1 OF 1 www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Segment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas DATE STARTED 2/11/15 COMPLETED 2/11/15 GROUND ELEVATION 540 ft HOLE SIZE 6" DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS: DRILLING METHOD 2" probe to 14' then 6" flight auqers to depth AT TIME OF DRILLING 12.0 ft / Elev 528.0 ft LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LAT 32.773562 LON-97.342928 W o_ _ �W E x a W w a-O MATERIAL DESCRIPTION WELL DIAGRAM Z j Q J Q C7 a 0 - j Clay, dark yellowish brown, some silt and trace sand, medium plasticity, very hard to soft at depth, dry. /j 0.4 1" 0 solid j PVC Riser CL - - j - j 0.1 j = 5 5.0 535.0 Sand, yellowish brown, medium to coarse grained and trace to little silt and clay with trace medium to coarse gravel, non -plastic, loose, wet at 12 feet - below ground surface. _ 0.5 GB SB-3 0.3 = 10 SW = _ 0.5 w — � - - — 11,0 0.0101, = Slotted PVC — Screen a 0.2 —_ 0 15 15.0 525.0 — 119.5 Dark gray clay, dry. Z 0.20 w 17.5 522.5 Limestone bedrock, dry. w 520.5 _ w ?0 Auger refusal at 19.5 feet bgs. W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/12/15 COMPLETED 2/12/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" probe to 18' then 6" flight auqers to depth LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.773843 LON-97.343941 BORING NUMBER SB-4 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 540.5 ft HOLE SIZE 6" GROUND WATER LEVELS: AT TIME OF DRILLING 10.5 ft / Elev 530.0 ft AT END OF DRILLING -- AFTER DRILLING -- }w U a F W W U vi a- p MATERIAL DESCRIPTION E n w� a Q z <J C7 o a 0 U) Asphalt to 3 inches, an inch of concrete followed by 2 inches of red brick at depth. 540.0 �0.5 Clay, dark reddish brown, some silt, low plasticity, slightly hard, dry. CL j j 0.2 - - 2.5_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _538.0_ Silt, dark yellowish brown with many medium and distinct light gray mottles between 5 and 8 feet, trace - - to little clay, low plasticity, slightly hard, dry. 5 ML 0.3 0.2 _ — 8.0 __________________ 532.5 Clay, yellowish brown with many medium and distinct light gray mottles, some silt, low plasticity, slightly hard, dry. GB - B-4 CL j 0.3 10 18-10) j % 10.5 V 530.0 0.3 Sand, yellowish brown with few fine and distinct gray to light yellowish brown mottles, trace silt and clay, o - - non -plastic, loose, moist. c� w a F SP 0.2 3 a of 15 14.8 1 525.8 ' �. Gravel, yellowish brown, medium to coarse grained with some medium to coarse grained sand, � 1. non -plastic, loose, wet. CD - - • a0 GW 0.2 J •J Uj _ 18.0 --- 522.5 Weathered light gray limestone, dry. 522.0 -------- ----------—--------- m Limestone bedrock, dry. W t2008.5 z in 20 520.5 Auger terminated at 20 feet bgs. W&M Environmental Group, LLC (4)", www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/12/15 COMPLETED 2/12/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.774669 LON-97.344501 W CL �W =c9 WELL NUMBER SB-5 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinity of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 540 ft HOLE SIZE 2" GROUND WATER LEVELS: NZ AT TIME OF DRILLING 19.5 ft / Elev 520.5 ft AT END OF DRILLING -- AFTER DRILLING -- W m U a 0 MATERIAL DESCRIPTION o a� ui r Qz 0 0 Asphalt to 2 inches, then concrete with red brick from 2.5 to 6 inches 0.7 followed by gravel fill at depth. 539.3 - - Silt, dark yellowish brown, trace to little clay, low plasticity, slightly hard to hard, dry. ML - - GB SB-5 5 (3 5) 5.0 i o o v Sand, pale yellow to yellowish brown, fine to coarse grained with trace to some fine to medium gravel coarsening with depth and with trace silt and clay, non -plastic, medium dense to loose, wet at 19.5 feet below ground surface. 10 a 0 w J W SW 3 a C7 - - N O N 15 0 J Z _ _ 0 m J >W x W W \7 z W cD 20 20.0 Probe terminated at 20 feet bgs. a a 0 d 0.1 0.3 WELL DIAGRAM 1" 0 Solid PVC Riser 535.0 0.3 0.2 1" 0 0.010" 0.2 Slotted PVC Screen 0.2 520.0 0.2 W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/12/15 COMPLETED 2/12/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" probe to 18' then 6" flioht auqers to depth LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.774977 LON-97.344282 WELL NUMBER SB-6 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinity of Houston St and Main St. Fort Worth, Texas GROUND ELEVATION 540 ft HOLE SIZE 6" GROUND WATER LEVELS: V AT TIME OF DRILLING 7.5 ft / Elev 532.5 ft AT END OF DRILLING -- AFTER DRILLING -- W U v W W m 0 = Q UU MATERIAL DESCRIPTION a o WELL DIAGRAM w d ry Q z 0 0 U 09 a °q Concrete to 4 inches and gravel base from 4 to 8 inches. 0.7 539.3 Clay, dark yellowish brown, little silt, medium plasticity, hard, dry. - CL j j j .5 536.5 Sand, yellowish brown to dark yellowish brown, layered coarsening downward sequence of well sorted fine then medium sand with no to little silt, with occasional seams of wet light gray silt, non -plastic to medium 5 plasticity, loose, wet at 7.5 feet below ground surface. Q GB SB-6 (7.5 - 10') 10 SW w a- - J a 3 'a c9 - - oi 0 15 m c� 0 J _ __ 16.0 524.0 z Sand, dark yellowish brown, well graded with some limestone gravel and o little silt and clay, occasional layers of wet fine sand, non -plastic, loose, dry. m SW J W a _ _ 18.0 522.0 18 5 Weathered light gray limestone, dry. 521.5 x--------------— m Limestone bedrock, dry. Q- - W W z `rig' 20 20.0 520.0 0.2 0.3 0.2 1" 0 Solid PVC Riser 0.3 1 " 0 0.0101, Slotted PVC Screen 0.3 0.2 0.2 — Auger terminated at 20 feet bgs. W&M Environmental Group, LLC WX ,_,_ www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/13/15 COMPLETED 2/13/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.775328 LON-97.343526 WELL NUMBER SB-7 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seoment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 540 ft HOLE SIZE 2" GROUND WATER LEVELS: AT TIME OF DRILLING 13.0 ft / Elev 527.0 ft AT END OF DRILLING -- AFTER DRILLING -- w a 2 w ui = Ea w _j 2 Co Q O MATERIAL DESCRIPTION a WELL DIAGRAM p D o J Q Z (7 a U) 0 ----� o 1 Concrete to 4 inches. 539 7 j Clay, dark yellowish brown, little fine sand with trace silt, medium plasticity, - hard trending to slightly hard at depth, dry. j 0.9 1 " 0 Solid PVC Riser CL j j1.2 5 / .0 535.0 _ Sand, light yellowish brown to yellowish brown, fine grained with no to little silt, non -plastic, loose to dense, dry. GB 1.2 SB-7 (5 - 8') SP 0.7 10 a 0.6 w a---13.0V------------------------------ 527.0 wSand and gravel, pale yellowish brown to yellowish brown, interlayered fine grained with medium grained sand and medium gravel, non -plastic, loose, 3 - - wet. 0.8 a 15 N Z Z - - O 0.8 m m 20 19.8 520.3 Q S��20L—, Clay, yellowish brown little medium sand, high plasticity, slightly sticky, wet, 5?n n 0.4 Zwith limestone bedrock at depth. 1" 0 0.010" Slotted PVC Screen cD Probe terminated at 20 feet bos. WELL NUMBER SB-8 (�W&M Environmental Group, LLC PAGE 1 OF 1 j)„�, www. wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinity of Houston St and Main St. Fort Worth, Texas DATE STARTED 2/13/15 COMPLETED 2/13/15 GROUND ELEVATION 537 ft HOLE SIZE 6" DRILLING CONTRACTOR Magna Core GROUND WATER LEVELS: DRILLING METHOD 2" probe to 14' then 6" flight augers to depth AT TIME OF DRILLING — LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LAT 32.773375 LON-97.34341 w L U W = a w � uJ Co 0-0 MATERIAL DESCRIPTION o WELL DIAGRAM ui d p_ QZ U a U) 0 Clay, dark yellowish brown, little silt, medium plasticity, hard, dry. j - j 1" O Solid CL j PVC Riser 0.8 - - j j = 5 / 5.0 532.0 Silt, yellowish brown with many medium and distinct gray mottles, some fine sand with trace clay, slightly plastic, medium dense, dry. GB ML 1.3 SB-8 (5 _ 8') — 8.0 529.0 = Sand, pale yellowish brown, coarsening downward, little silt with occasional = layers of clay and little medium gravel at depth, low plasticity, dry. _ - - 0.4 10 = _ �- - SW o — w 0.4 —_ a- - 1"(d0.010" a Slotted PVC w — � — Screen e 3 0.6 14.0523.0 = m Sand and gravel, yellowish brown, medium to coarsely grained sand and =_ gravel, non -plastic, loose, dry. N 15 — m cD SW 0.4 0 cD - - Z 0 m _ _ 17.0 520.0 w CH 17.5 Clay, dark yellowish brown, some medium sand and gravel, high plasticity, � slightly hard, dry. Weathered light gray limestone, dry. ---------- --- 519.0 J = 18.5 \Limestone bedrock, dry. 85 m a _ _ Auger refusal at 18.5 feet bgs. W w z w 20 CVMW&M Environmental Group, LLC wvvvv.vvh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/13/15 COMPLETED 2/13/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" probe to 13' then 6" flight auqers to depth LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.774305 LON-97.342274 w WELL NUMBER SB-9 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 539 ft HOLE SIZE 6" GROUND WATER LEVELS: -VAT TIME OF DRILLING 10.0 ft / Elev 529.0 ft AT END OF DRILLING -- AFTER DRILLING -- Qa ? ai < O MATERIAL DESCRIPTION Q z (7 0 Asphalt to 4 inches with underlying clay. 11.5 Silt, dark yellowish brown, some clay, with frequent layers of medium to coarse sand and gravel at depth, low plasticity, slightly hard, dry. GB - SB-9 (1.5-4') ML 5 10 5.0 Sand and gravel, light yellowish brown, coarsening downward, with occasional layers of silt, non -plastic, loose, wet from 10 to 11 feet below ground surface. SW 11.0 jjDark gray clay, with occasional interbedded seams of dry yellowish brown silt and light yellowish brown fine sand, dry. CL jj jj j 15.0 Limestone bedrock, dry. 16.0 Auger refusal at 16 feet bgs. a a 0 a 537.5 1.3 0.9 534.0 0.9 0.5 0.2 528.0 0.3 0.2 0.2 524.0 523.0 WELL DIAGRAM 1 " PJ Solid PVC Riser E]L_ 1110 0.0101, Slotted PVC Screen W&M Environmental Group, LLC www.wh-m.com CLIENT Kimley-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/16/15 COMPLETED 2/16/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" probe to 13' then 6" flight augers to depth LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.774799 LON-97.342595 BORING NUMBER SB-10 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinity of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 539.4 ft HOLE SIZE 6" GROUND WATER LEVELS: VAT TIME OF DRILLING 11.0 ft / Elev 528.4 ft AT END OF DRILLING -- AFTER DRILLING -- w }Lu U a w F- w w 04 U a Op MATERIAL DESCRIPTION CL a w 0 <J p Q Z C7 a 0 M0.5 Asphalt to 4 inches followed by 2 inces of concrete. 538.9 Silt, light yellowish brown, some clay, low plasticity, slightly hard, dry. - 0.1 ML 0.1 5 5.0 534.4 yellowish brown, little silt, low plasticity, slightly hard, dry. ONClay, CL 0.2 532.4 Sand, light yellowish brown, trace fine to medium gravel, with an occasional layer of silt, non -plastic, loose, dry. 0.0 - - SW 10 ° GB < SB-10 _ _°^°•'• 11.0V---------------------------------------- 528.4 0.4 (10 - 11) Sand and gravel, pale yellowish brown, medium grained with hard dry clay at depth, non -plastic, loose, F SW wet. J a _ 12.5 526.9 - - j CL j Dark gray clay, dry with refusal in bedrock at depth. 0.3 j a 14.0 525.4 Auger refusal at 14 feet bgs. m 0.2 N 15 m 0 0 cD — — Z it O m W w Z 20 BORING NUMBER SBA I fVMM W&M Environmental Group, LLC PAGE 1 OF 1 www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Segment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas DATE STARTED 2/16/15 COMPLETED 2/16/15 GROUND ELEVATION 539.7 ft HOLE SIZE 6" DRILLING CONTRACTOR Magna Core GROUND WATER LEVELS: DRILLING METHOD 2" probe to 15.5' then 6" flight augers to depth AT TIME OF DRILLING 8.0 ft / Elev 531.7 ft LOGGED BY N. Cramer CHECKED BY P_ Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LOT 32.775155 LON-97.342845 }w = F- Lu 2 a wLu w °� Q O MATERIAL DESCRIPTION a ZJ C7 Q a Cn 0 Asphalt to 4 inches followed by concrete and a gravel base. 0.7 539.0 Silt, dark yellowish brown, some clay, medium plasticity, slightly hard, dry. ML 0.2 3.0 536.7 Sand, pale yellowish brown, medium grained, with frequent layers of dry gray silt at depth, non -plastic, loose, dry. - - 0.2 5 SP 0.1 - -- AAL V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 531.7 Sand and gravel, pale yellowish brown, medium grained, non -plastic, loose, wet at 9.5 feet below ground surface. - - 0.1 10 c� LU SP 5- - a Uj GB 0.2 Uj SB-11 m- 3 a cv - - oi N O 15 Cn 15.5 524.2 0 ° Weathered light gray limestone, with limestone bedrock at depth, dry. 0 Z - Z 16.5 523.2 m Auger refusal at 16.5 feet bgs. J J W a - - x m W z Uj 20 W&M Environmental Group, LLC fflM1www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/16/15 COMPLETED 2/16115 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.773103 LON-97.344403 WELL NUMBER SB-12 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 546 ft HOLE SIZE 2" GROUND WATER LEVELS: V AT TIME OF DRILLING 15.0 ft / Elev 531.0 ft AT END OF DRILLING -- AFTER DRILLING -- w U E w a w U a UC MATERIAL DESCRIPTION a w V a � cn ry p Qz 0 a U) 0 =0.5 Asphalt 545.5 j Clay, dark yellowish brown, some silt, medium plasticity, slightly hard, dry. - - j 0.1 j CIL j j 0.1 5 _—.0--------------------------- 541.0 Sand, yellowish brown, fine grained with little silt and clay, low plasticity, medium dense, dry. 0.1 SP 0.1 10 a 0.1 W a- - J 12.5 _ _______ _ _ _ 533.5 Uj Silt, light brown, some clay, with frequent layers of pale yellowish brown - - GB medium sand, medium plasticity, dense, dry. 0.2 3 SB-12 'a (12.5-14') MIL of 0 0.2 N 15 15.0— ----------------------- 531.0 U) Sand and gravel, light yellowish brown, medium grained with trace silt and oclay, non -plastic, loose, wet at depth. 0.1 a SP a m _ ...17.5 528.5 0.2 3 Weathered light gray limestone, d with limestone bedrock at de th. 9 9 Y � �Y P 528.0 Probe refusal at 18 feet bgs. m W Z W 20 WELL DIAGRAM 1" 0 Solid PVC Riser 1110 0.010" Slotted PVC Screen WELL NUMBER SB-13 W&M Environmental Group, LLC PAGE 1 OF 1 QV&M- , www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Seoment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas DATE STARTED 2/17/15 COMPLETED 2/17/15 GROUND ELEVATION 543.2 ft HOLE SIZE 2" DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS: DRILLING METHOD 2" push probe AT TIME OF DRILLING 18.0 ft / Elev 525.2 ft LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LOT 32.772788 LON-97.344435 w _ w �? = a w Lu Q O MATERIAL DESCRIPTION a WELL DIAGRAM o a� <� o z c0 0- 0 Asphalt to 4 inches then gravel to 8 inches. 0.7 542.5 i Silt, dark yellowish brown, some clay, low plasticity, medium dense, dry. 0.2 1" PJ Solid ML PVC Riser 3.0 540.2 jClay, dark yellowish brown, some silt, medium plasticity, hard, dry. j - - CL 0.1 = 5 %'0 538.2 Sand, yellowish brown, fine to medium grained with trace fine to medium = gravel coarsening downward and little silt, non -plastic, loose, dry. 0.5 = - - 0.4 10 SW ; a 0.5 w �- - ill 00.0101, Slotted PVC Screen 3 a 0.4 = N O " 15 �°,°.°. 15.0-- — — — — — — — — — — — — — — — — — — — — — — — — -- 5— - - — n Sand and gravel, light yellowish brown, medium to coarse grained with = otrace silt and clay, non -plastic, loose, dry, slight petroleum -like odor. Z = o SW m J 0.4 — — —_ - W - a 18.0 V 525.2 — ~ Weathered light gray limestone, wet, strong petroleum -like odor, limestone — m bedrock at depth. 57.4 J sBB3 19.0 524.2 _ _ (18 -19') W Probe refusal at 19 feet bgs. W o 20 W&M Environmental Group, LLC - -- ,WWW.Wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/17/15 COMPLETED 2/17/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.772512 LON-97.344472 BORING NUMBER SB-14 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinity of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 543.1 ft HOLE SIZE 2" GROUND WATER LEVELS: AT TIME OF DRILLING 17.0 ft / Elev 526.1 ft AT END OF DRILLING -- AFTER DRILLING -- w x W Uri = a a w W O7 V o- 0 0 MATERIAL DESCRIPTION a cri < �� o Qz O a w 0 Asphalt to 6 inches then gravel to depth. 0.8 542.3 - Silt, dark yellowish brown, some clay, medium plasticity, dense, dry. ML 2.0 541.1 j Clay, dark yellowish brown with few medium and faint reddish brown mottles, some silt, medium plasticity, hard, dry. - - j CL 5 j j - - j j7.0 536.1 Sand, dark yellowish brown, fine grained with little silt and clay, low plasticity, medium dense, dry. - - SP 9.0 534.1 CL 0110.0 Clay, dark yellowish brown, some fine sand, with dark yellowish brown fine dry sand at depth, medium plasticity, hard, dry.10 533.1 Sand and gravel, light yellowish brown, medium to coarsely grained with trace silt and clay, non -plastic, loose, dry. o- - a w SW . a m N O 15 c� 0 z 0 17.0 p_ 526.1 W Weathered light gray limestone with some light yellowish brown medium to coarsely grained sand and 3 18sGB gravel, wet, strong petroleum -like odor. .0-------------------------------------------525.1 - - (17 - 18') — — - 18.5 Limestone bedrock. 524.6 x m Probe refusal at 18.5 feet bgs. w z 20 0.5 0.1 0.7 0.2 0.4 0.3 0.3 0.2 91.4 W&M Environmental Group, LLC Opmwww.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/17/15 COMPLETED 2/17/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.772221 LON-97.344499 WELL NUMBER SB-15 PAGE 1 OF 1 PROJECT NAME TRV Part 10 - Channel Seqment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 543.4 ft HOLE SIZE 2" GROUND WATER LEVELS: VAT TIME OF DRILLING 17.0 ft / Elev 526.4 ft AT END OF DRILLING -- AFTER DRILLING -- w CL LU a-� g UUi Q O MATERIAL DESCRIPTIONLU a p 0 2 z (.0 l Q u) 0 Asphalt to 6 inches followed by gravel base. 1.0 542.4 - - Clay, dark yellowish brown, some silt and little sand, medium plasticity, soft, j dry. - - j CL j 0.7 - - j 5 ,j 5.0 538.4 Sand, yellowish brown, medium grained with little silt and clay, with an occasional layer of silty clay, non -plastic, loose, dry. 1.1 SP 0.9 10 10.0 533.4_ Sand and gravel, light to dark yellowish brown in the lower half with silty `° clay at depth, trace silt and clay, non -plastic, loose, dry. a 0.7 w w 3 SW a 1 15 m 0 0 0.4 z 0 m _ _ 17.0 \7 526.4 0.7 317.5 17.5 s_ Weathered light gray limestone, wet, strong petroleum -like odor_ _ _ 525.9 71.4 (17 - 17. — Limestone bedrock, dry. 525.4 Probe refusal at 18 feet bgs x m a- - Uj Uj z z 20 WELL DIAGRAM 1" 0 Solid PVC Riser 77-1"00.010" Slotted PVC Screen W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/17115 COMPLETED 2/17/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.771363 LON-97.344583 WELL NUMBER SB-16 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinitv of Houston Stand Main St, Fort Worth, Texas GROUND ELEVATION 542.7 ft HOLE SIZE 2" GROUND WATER LEVELS: V AT TIME OF DRILLING 14.5 ft / Elev 528.2 ft AT END OF DRILLING -- AFTER DRILLING -- w } U F w S a W °o U o O MATERIAL DESCRIPTION w" a2 ui <J Q Z C7 0 Asphalt to 6 inches then gravel base to 2 feet. Sand, yellowish brown, fine grained with trace to little silt with trace clay at depth, non -plastic, loose, dry. 5 SP 10 a 0 q GB LU SB-16 a- - (10-13') 3 n 0 a 540.7 1.2 0.7 0.7 1.2 9.0 _ 533.7 Sand and gravel, light yellowish brown with few coarse and distinct reddish brown mottles, grading from medium sand to medium gravel with trace silt, with occasional layers of clay, non -plastic, loose, wet from 14.5 feet below ground surface, slight petroleum -like odor. SW Q — 16.0 ------------------ 526.7 Weathered light gray limestone— — , limestone bedrock at depth, wet, slight 17.0 petroleum -like odor. 525.7 Probe refusal at 17 feet bgs. WELL DIAGRAM 1" 0 Solid PVC Riser 1 2 —1" 0 0.0101, Slotted PVC Screen 0.2 0.4 0.3 0.3 WELL NUMBER SB-17 W&M Environmental Group, LLC PAGE 1 OF 1 fV&Mwww.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas DATE STARTED 2/17/15 COMPLETED 2/17/15 GROUND ELEVATION 540.7 ft HOLE SIZE 2" DRILLING CONTRACTOR Magna Core GROUND WATER LEVELS: DRILLING METHOD 2" push probe AT TIME OF DRILLING 14.0 ft / Elev 526.7 ft LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LAT 32.770504 LON-97.344662 w o}_ _ ~ W 2 0 W w w 00 Q O MATERIAL DESCRIPTION WELL DIAGRAM p a D 0_ Q Z (.7 a U) 0 Asphalt to 4 inches with gravel base to 0.8. 0.8 539.9 - - j Clay, dark yellowish brown, some sand, slightly plastic, slightly hard, dry. j 1" QJ Solid PVC Riser CL / 0.1 j j 0.1 5 /�5.0 535.7 Sand, dark yellowish brown, fine grained, little silt with trace clay, non -plastic, very friable, dry. GB SP 0.2 SB-17 8.0 532.7 - - ---..----------------------------------- Sand and gravel, light yellowish brown, grading from medium sand to coarse gravel, trace silt and clay, non -plastic, loose, wet at 14 feet below ground surface. 0.2 10 = a = C1 0.1 = ¢ - - SW 1 11 0 0.010" a — � — Slotted PVC — Screen - - 0.2 of = N O = N 15 o = 16.0 524.7 — z Weathered light gray limestone with limestone bedrock at depth. 0.1 0 m _ _ 17.0 523.7 Probe refusal at 17 feet bgs. Li a- - x m Uj w z 20 W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/18/15 COMPLETED 2/18/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.771897 LON-97.344537 W rL U d Wm U d0 ov CL r� a z (D 0 5 10 GB u SB-18 3 a- J,17 - 17.5. m w z 20 BORING NUMBER SB-18 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinity of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 543.5 ft HOLE SIZE 2" GROUND WATER LEVELS: VAT TIME OF DRILLING 16.0 ft / Elev 527.5 ft AT END OF DRILLING -- AFTER DRILLING -- MATERIAL DESCRIPTION =0.5 Asphalt to 4 inches with a 1 inch gravel base to 6 inches. 543.0 Clay, dark yellowish brown, some silt, medium plasticity, hard, dry, very slight petroleum -like odor. CL j j 0 540.5 Sand, yellowish brown, little silt, trace clay, with frequent layers of gray clay from 7 to 10 feet with a pale yellowish brown coarse sand layer at depth, medium dense, low plasticity, dry, very slight petroleum -like odor. SW J.a<.10.0__ ____ __ __________533.5_ Sand and gravel, light yellowish brown with few coarse and distinct yellowish brown mottles, non -plastic, loose and wet from 16 feet below ground surface. SW SZ 0.7 0.5 0.5 0.4 0.5 0.4 0.5 17.0 526.5 18.0 Weathered light gray limestone, limestone bedrock at depth, dry, slight petroleum -like odor. 525.5 20.5 _ Probe refusal at 18 feet bgs. BORING NUMBER SB-19 cvwm W&M Environmental Group, LLC PAGE 1 OF 1 www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Segment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas DATE STARTED 2/18/15 COMPLETED 2/18/15 GROUND ELEVATION 542.6 ft HOLE SIZE 2" DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS: DRILLING METHOD 2" push probe AT TIME OF DRILLING 14.0 ft / Elev 528.6 ft LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LAT 32.771587 LON-97.344575 w _ w vi = a w V J co 0 Q O MATERIAL DESCRIPTION a o a� o U) 0 M0.5 Asphalt to 4 inches with a 1 inch gravel base to 6 inches. 542.1 0.1 Sand, yellowish brown with few coarse and distinct mottles, little silt and clay, non -plastic, medium - - dense, dry. 0.1 5 SID 0.1 9.0 ________________ __ ____________________ 533.6 0.1 Sand and gravel, pale yellowish brown, medium grained sand to coarse grained gravel, non -plastic, loose and wet from 14 to 15 feet below ground surface. 10 0.1 o GB w SB-19 5 _ _/,10-12.5') OL w 0.1 �- - SW 3 m 0 ci m 15 0.1 0 J z it m 17.0 525.6 w 17.5 Weathered light gray limestone, transitioning to limestone bedrock at depth, dry. 525.1 � Probe refusal at 17.5 feet bgs. a- - x m J Q _ — Uj W Z W 20 nwa W&M Environmental Group, LLC . www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/18/15 COMPLETED 2/18/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.771072 LON-97.344621 BORING NUMBER SB-20 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinitv of Houston St and Main St. Fort Worth, Texas GROUND ELEVATION 541.8 ft HOLE SIZE 2" GROUND WATER LEVELS: VAT TIME OF DRILLING 14.0 ft / Elev 527.8 ft AT END OF DRILLING -- AFTER DRILLING -- W IL 2 W Cn U C �UJ °uOa MATERIAL DESCRIPTION CL a W ? �a Q Q z (� 4 =0.5 Asphalt to 4 inches with a 1 inch gravel base to 6 inches. 541.3 Sand, dark yellowish brown, fine to medium grained coarsening downward with little silt and clay, - non -plastic, medium dense, dry. 5 SW 10 GB SB-20 11.0-------------- 530.8 _ _ _ — Sand and gravel, pale yellowish brown, medium grained sand to coarse grained gravel with trace silt F and clay, limestone bedrock at depth, non -plastic, loose and wet from 14 to 15 feet below ground a - - a surface. w F N O 15 SW " m c� 0 z 0 J W a - - _ .°e18.5 523.3 m Probe refusal at 18.5 feet bgs. W z 20 0.1 0.3 0.1 0.1 0.1 BORING NUMBER SB-21 W&M Environmental Group, LLC PAGE 1 OF 1 www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Segment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas DATE STARTED 2/18/15 COMPLETED 2/18/15 GROUND ELEVATION 541.2 ft HOLE SIZE 2" DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS: DRILLING METHOD 2" push probe AT TIME OF DRILLING 13.0 ft / Elev 528.2 ft LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LAT 32.770795 LON-97.344642 w o_ W U. = o. L 0 w v Q O MATERIAL DESCRIPTION a o o� aZ (D IL 0 M0.5 Asphalt to 5 inches with a 1 inch gravel base to 6 inches. 540.7 Sand, dark yellowish brown, fine grained with trace silt and clay, non -plastic, medium dense, dry. 0 5 0 Q 15 0 0 M Ir GB m SB-21 J- - (15-18') 3 x m SP 5.0 SW Q ' 18.0 Sand and gravel, pale yellowish brown, medium grained sand to coarse grained gravel coarsening downward with trace silt and clay, limestone bedrock at depth, non -plastic, loose, wet at 13 feet below ground surface, slight petroleum -like odor. Probe refusal at 18 feet bgs. 536.2 0 523.2 0 0.1 0.3 0.1 W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/19/15 COMPLETED 2/19/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" Dush probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.769832 LON-97.344728 GB SR-22 (2.5 - 5') 5 10 o- - q W a W 3 a ai 0 15 0 Z T 0 m W 3 x m a- - T W z 20 WELL NUMBER SB-22 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Seqment A PROJECT LOCATION Vicinity of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 538.1 ft HOLE SIZE 2" GROUND WATER LEVELS: AT TIME OF DRILLING 12.0 ft / Elev 526.1 ft AT END OF DRILLING -- AFTER DRILLING -- u1 _U 2 ai Q p MATERIAL DESCRIPTION Asphalt to 6 inches with gravel base to 0.8 feet. 0.8 537.3 Clay, dark brown, some silt, medium plasticity, hard, dry. j j j L j C j j j j j /.0 531.1 Sand, dark brown to dark yellowish brown at depth, little silt and clay, occasional layers of soft wet dark yellowish brown clay between 12 and 15 feet, low plasticity, medium dense, wet at 12 feet below ground surface. SP 15.0 _ _ _ _ _ _ 523.1 Sand and gravel, yellowish brown, medium grained sand to medium grained gravel with trace silt and clay, weathered limestone then limestone SW :° bedrock at depth, non -plastic, loose and wet. 16.8 521.3 Probe refusal at 16.8 feet bgs. E n WELL DIAGRAM a 0.3 —1" 0 Solid PVC Riser 0.3 0.2 0.2 0.1 = —1"00.010" Slotted PVC Screen 0.1 0.1 ENUMW&M Environmental Group, LLC ,,. www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/19115 COMPLETED 2/19/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.768916 LON-97.344785 w �w `� _(D WELL NUMBER SB-23 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 536.2 ft HOLE SIZE 2" GROUND WATER LEVELS: AT TIME OF DRILLING 14.8 ft / Elev 521.4 ft AT END OF DRILLING -- AFTER DRILLING -- W V a j O MATERIAL DESCRIPTION ¢Z j 0 5 GB SB-23 - - (7 - 10') 10 o- - c? w J a w a 0 15 W 0 0 0 m J - - J W a - - N m J Q _ - W w z rn 20 Concrete to 6 inches with gravel base to 1.5 feet. 1.5 Clay, yellowish brown to light gray with common fine and distinct yellowiE brown mottles between 10 and 14.5 feet, little fine sand and silt, medium plasticity, slightly hard to hard, dry. j j j j j CL jj j j j j j j j /j 14.8 17 SP - Sand, gray, fine grained with trace silt and clay, frequent layers of fine to 15.5 medium yellowish brown gravel, non -plastic, loose, wet. 16.0 Weathered gray limestone bedrock transitioning to limestone bedrock. Probe refusal at 16 feet bgs. E a WELL DIAGRAM 0 a 534.7 1" 0 Solid 0.2 PVC Riser 0.2 0.2 0.2 0.1 0.1 521.5 0.2 520.7 0.1 520.2 0.2 1" 0 0.010" Slotted PVC Screen nr _ W&M Environmental Group, LLC WAW_ .- _ , www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/19/15 COMPLETED 2/19/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Rodusky NOTES LAT 32.76915 LON-97.344759 w }af U a_w m C) a- 0 w _j ul � O 2 Z CO Q 0 5 BORING NUMBER SB-24 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinitv of Houston St and Main St. Fort Worth, Texas GROUND ELEVATION 536.7 ft HOLE SIZE 2" GROUND WATER LEVELS: AT TIME OF DRILLING AT END OF DRILLING -- AFTER DRILLING -- MATERIAL DESCRIPTION Concrete -:'44:4 9: a'9 1.3 Clay, dark gray with many fine distinct yellowish brown mottles from 8 feet, little silt and increasing to FER, little fine and medium sand with depth, medium plasticity, hard, dry with a slight oder from 5 feet. - j j j GB �5-8.) j CL j j j - j 13.5 Sand, yellowish brown, medium to coarse grained with little fine to medium gravel and trace silt and clay, non -plastic, loose with a slight petroleum -like odor with light gray weathered limestone transitioning SW e to limestone bedrock at depth. 15.8 Probe refusal at 15.8 feet bgs. a a 535.5 0.5 0.4 0.4 0.4 0.4 523.2 0.3 0.2 520.9 W&M Environmental Group, LLC CVWMwww.wh-m.com 40P- CLIENT Kimlev-Horn and Associates. Inc. PROJECT NUMBER 823.029 DATE STARTED 2/19/15 COMPLETED 2/19/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.769408 LON-97.34475 W o_ H� �W W m U =c0 a- Q v IL ui O r �Z Q BORING NUMBER SB-25 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinity of Houston Stand Main St. Fort Worth. Texas GROUND ELEVATION 537.1 ft HOLE SIZE 2" GROUND WATER LEVELS: AT TIME OF DRILLING 14.0 ft / Elev 523.1 ft AT END OF DRILLING -- AFTER DRILLING — MATERIAL DESCRIPTION Concrete to 1 foot with gravel base to 1.3 feet. 9 q a 1.3 Clay, dark gray, little silt, high plasticity, hard, dry. GB 17.0 SB-25 5 (3-5') Sand, dark gray, fine grained with trace silt and clay, non -plastic, loose, dry with a slight petroleum -like odor. - - SP 9.0 j Clay, dark gray tending to light brownish gray at depth, little fine sand, medium plasticity, loose, dry. 10 j j o j F CL j a - w j m j 3 14.0 �7 Sand and gravel, yellowish brown, medium grained sand to medium grained gravel with trace silt and M SW clay, non -plastic, loose and wet with limestone bedrock at depth. N 15 15.5 ° Probe refusal at 15.5 feet bgs. 0 - - Z a= 0 J J W a- - m J W Z M 20 a a 0 d 535.9 0.6 0.6 0.3 530.1 0.3 528.1 0.2 0.2 523.1 0.2 521.6 0.2 W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/19/15 COMPLETED 2/19/15 DRILLING CONTRACTOR Magna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Rodusky NOTES LAT 32.77008 LON-97.344702 w }� U d w UJ U D w a? 0j <O a z c� U) 0 5 10 N O 15 cD GB o SB-26 (D - (15 -16') Cr 0 m w 3 LU w z � 20 BORING NUMBER SB-26 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas GROUND ELEVATION 539.4 ft HOLE SIZE 2" GROUND WATER LEVELS: AT TIME OF DRILLING — AT END OF DRILLING -- AFTER DRILLING -- MATERIAL DESCRIPTION a a 0 a 0 5 Concrete to 4 inches then gravel base. 538.9 j Clay, dark yellowish brown transitioning to gray at depth, some fine sand and little silt, medium plasticity, hard, dry. / 0,2 j jj 0.1 j j 0.1 CL j j jj j 0.1 j jj j 0.1 12.0 527.4 Sand, light yellowish brown with few coarse and distinct mottles at depth, fine to medium grained coarsening with depth and trace to little silt and clay, non -plastic, loose, dry. 0.1 SW 0.1 0.2 I 16.0 523.4 116.5 Weathered light gray limestone transitioning to limestone bedrock at depth. 522.9 Probe refusal at 16.5 feet bgs. W&M Environmental Group, LLC www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NUMBER 823.029 DATE STARTED 2/20/15 COMPLETED 2/20/15 DRILLING CONTRACTOR Maqna Core DRILLING METHOD 2" push probe LOGGED BY N. Cramer CHECKED BY P. Roduskv NOTES LAT 32.773338 LON-97.343954 W a W Wm U = C7 o w� a? C6 �O Q Z C7 U) 0 5 10 0 q ui J 3 a c� - N O 15 0 0 Z 0 m_ J 3 a- m a w Z Uj ?n BORING NUMBER SB-27 PAGE 1 OF 1 PROJECT NAME TRV Part 10 -Channel Segment A PROJECT LOCATION Vicinitv of Houston St and Main St. Fort Worth, Texas GROUND ELEVATION 541.7 ft HOLE SIZE 2" GROUND WATER LEVELS: V AT TIME OF DRILLING 12.0 ft / Elev 529.7 ft AT END OF DRILLING -- AFTER DRILLING -- MATERIAL DESCRIPTION 0.5 Concrete to 4 inches then gravel base. 541.2 Clay, dark yellowish brown to yellowish brown, some fine sand and silt, medium plasticity, hard, dry with jfrequent layers of yellowish brown fine sand from 8 feet. j j j j CL j j j j / 12.0 529.7 Sand, pale yellowish brown, medium grained with trace silt and Gay, non -plastic, loose, moist with occasional layers of dry gray clay. GB SB-27 (12 - 14') - SP 16.0 _ __ _ _ __ __ _ _ _ _ 525.7 - -- -- — -- — —-------- ---- ---- -- ---------- Sand and gravel, yellowish brown, medium grained sand to medium grained gravel, non -plastic, loose and wet with limestone bedrock at depth. SW 19.0 522.7 Probe refusal at 19 feet bgs. a a a 0 0.1 0.1 0.1 N N 0.5 0.4 0.4 0.4 BORING NUMBER SB-28 W&M Environmental Group, LLC PAGE 1 OF 1 - - . www.wh-m.com CLIENT Kimlev-Horn and Associates, Inc. PROJECT NAME TRV Part 10 -Channel Segment A PROJECT NUMBER 823.029 PROJECT LOCATION Vicinitv of Houston St and Main St, Fort Worth, Texas DATE STARTED 2/20/15 COMPLETED 2/20/15 GROUND ELEVATION 540 ft HOLE SIZE 2" DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS: DRILLING METHOD 2" Dush probe V AT TIME OF DRILLING 9.0 ft / Elev 531.0 ft LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES AFTER DRILLING -- LAT 32.770328 LON-97.34467 W _ W a w Uj v a- p MATERIAL DESCRIPTION a W" v7 <J p U) 0 0.5 Concrete to 4 inches then gravel base. 539.5 ?9 j Clay, dark yellowish brown, little fine sand and silt, medium plasticity, slightly hard to hard, dry with occasional layers of yellowish brown medium sand. 0.1 - - j j - - j 0 - - j j 5 CL j 0 - - j j - - j 0 - - j j - - �.0 V 531.0 0 Sand and gravel, pale yellowish brown, medium grained sand to medium grained gravel with trace silt 10 and clay, non -plastic, loose and wet from 12 feet with limestone bedrock at depth. �- - 0 0 c� ui J a w SW 3 - - GB 0.1 m SB-28 N (12 - 16 ) 0 15 m O J z - - 16.3 523.8 0 o Probe refusal at 16.3 feet bgs. m J W 3 a - - F_ x m J Q _ W Z 0 20 LABORATORY ANALYTICAL DATA REPORTS ATTACHMENT C Analytical Report 502409 for W&M Environmental -Ft. Worth Project Manager: Paul Rodusky 823.029 823.029 26-MAR-15 Collected By: Client XGNCO Laboratories 9701 Harry Hines Blvd, Dallas, TX 75220 Xenco-Houston (EPA Lab code: TX00122): Texas (T104704215-14-18), Arizona (AZ0765), Florida (E871002), Louisiana (03054) New Jersey (TX007), North Carolina(681), Oklahoma (9218), Pennsylvania (68-03610) Xenco-Atlanta (EPA Lab Code: GA00046): Florida (E87429), North Carolina (483), South Carolina (98015), Kentucky (85), DoD ( L10-135) Texas (T104704477), Louisiana (04176), USDA (P330-07-00105) Xenco-Lakeland: Florida (E84098) Xenco-Odessa (EPA Lab code: TX00158): Texas (T104704400-TX) Xenco-Dallas (EPA Lab code: TX01468): Texas (T104704295-TX) Xenco Phoenix (EPA Lab Code: AZ00901): Arizona(AZ0757) Xenco-Phoenix Mobile (EPA Lab code: AZ00901): Arizona (AZM757) Xenco Tucson (EPA Lab code:AZ000989): Arizona (AZ0758) Page 1 of 107 Final 1.001 Table of Contents Cover Page Cover Letter Sample ID Cross Reference Certificate of Analysis (Detailed Report) Holding Time Report Explanation of Qualifiers (Flags) Analytical Log Surrogate Recoveries —QC Blank Spike Recoveries M Blank Spike - Blank Spike Duplicate Recoveries Matrix Spike Recoveries _ NFL - Matrix Spike - Matrix Spike Duplicate Recoveries Method Duplicate jqw Chain of Custody Sample Receipt Conformance Report 1 3 4 5 60 63 64 73 80 87 91 94 104 105 107 Page 2 of 107 Final 1.001 26-MAR-15 Project Manager: Paul Rodusky W&M Environmental -Ft. Worth 6825 Mahattan Blvd Ste 125 Fort Worth, TX 76120 Reference: XENCO Report No(s): 502409 823.029 Project Address: Fort Worth, TX Paul Rodusky : We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number(s) 502409. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. The uncertainty of measurement associated with the results of analysis reported is available upon request. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 502409 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. 'Whu�� `�**)bvl Monica Tobar Project Manager Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - Odessa - San Antonio - Tampa - Lakeland - Atlanta - Phoenix - Oklahoma - Latin America Page 3 of 107 Final 1.001 Sample Cross Reference 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id Matrix Date Collected Sample Depth SB-1 (2.5-5) S 02-11-15 09:40 2.5 - 5 ft SB-2 (15-18) S 02-11-15 12:10 15 - 18 ft SB-3 (5-8) S 02-11-15 13:30 5 - 8 ft SB-3 W 02-11-1515:20 SB-4 (8-10) S 02-12-15 09:50 8 - 10 ft SB-5 (3-5) S 02-12-15 11:10 3 - 5 ft SB-6 (7.5-10) S 02-12-15 12:35 7.5 - 10 ft SB-7 (5-8) S 02-13-15 10:15 5 - 8 ft SB-8 (5-8) S 02-13-15 11:10 5 - 8 ft SB-9 (1.5-4) S 02-13-15 12:25 1.5 - 4 ft SB-5 W 02-12-15 14:20 SB-6 W 02-12-1514:40 SB-7 W 02-13-1513:55 SB-8 W 02-13-1514:35 SB-9 W 02-13-1514:55 Lab Sample Id 502409-001 502409-002 502409-003 502409-004 502409-005 502409-006 502409-007 502409-008 502409-009 502409-010 502409-011 502409-012 502409-013 502409-014 502409-015 Page 4 of 107 Final 1.001 Sample Id: SB-1 (2.5-5) Lab Sample Id: 502409-001 Analytical Method: TPH by Texas 1005 Analyst: LEO Seq Number: 961970 Parameter C6-C12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooetane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.11.15 09.40 % Moist: 3.27 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Number Result MQL PHC612 <7.71 51.4 PHCG1028 <6.63 51.4 PHCG2835 <6.63 51.4 PHC635 <6.63 % Recovery 99 89 Sample Depth: 2.5 - 5 ft Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: LEO Analysis Dil Factor SDL Units Date Flag 7.71 mglkg 02.16.1517:49 U 1 6.63 mg/kg 02.16.15 17:49 U 1 6.63 mg/kg 02.16.1517:49 U 1 6.63 mg/kg 02.16,15 17:49 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 5 of 107 Final 1.001 Sample Id: SB-1 (2.5-5) Lab Sample Id: 502409-001 Certificate of Analytical Results IP rau 502409 `L W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Sample Depth: 2.5 - 5 ft Analytical Method: VOAs by SW-846 8260B Analyst: ELC Seq Number: 961968 Date Collected: 02.11.15 09.40 % Moist: 3.27 Date Prep: 02.16.15 11.22 Prep seq: 688613 Date Received: 02.13.15 16.32 Prep Method: 5030B Tech: ELC CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Bromobenzene 108-86-1 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Bromochloromethane 74-97-5 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Bromodichloromethane 75-27-4 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Bromoform 75-25-2 <0.000992 0,00496 0.000992 mg/kg 02.16.15 15:46 U 1 Methyl bromide 74-83-9 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U I tert-Butylbenzene 98-06-6 <0.000992 0,00496 0.000992 mg/kg 02.161515:46 U 1 S ec-B utyl benzene 135-98-8 <0.000992 0.00496 0.000992 mg/kg 02.16.1515:46 U 1 n-Butylbenzene 104-51-8 <0.000992 0.00496 0.000992 mg/kg 02.16.1515:46 U I Carbon Tetrachloride 56-23-5 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Chlorobenzene 108-90-7 <0.000992 0.00496 0.000992 mg/kg 02.161515:46 U 1 Chloroethane 75-00-3 <0.00198 0.00992 0.00198 mg/kg 02.16.1515:46 U 1 Chloroform 67-66-3 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Methyl Chloride 74-97-3 <0.00198 0.00992 0,00198 mg/kg 02,16.15 15:46 U 1 2-Chlorotoluene 95-49-8 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 4-Chlorotoluene 106-43-4 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U I p-Cymene (p-Isopropyltoluene) 99-87-6 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000870 0.00496 0.000870 mg/kg 02.16.1515:46 U 1 Dibromochloromethane 124-48-1 <0.000992 0.00496 0.000992 mg/kg 02,16.15 15:46 U 1 1,2-Dibromoethane 106-93-4 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Methylene bromide 74-95-3 <0.000992 0.00496 0,000992 mg/kg 02.16.15 15:46 U 1 1,2-Dichlorobenzene 95-50-1 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,3-Dichlorobenzene 541-73-1 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,4-Dichlorobenzene 106-46-7 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Dichlorodifluoromethane 75-71-8 <0.000992 0.00496 0.000992 mg/kg 02.16.1515:46 U l 1,2-Dichloroethane 107-06-2 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 l,l-Dichloroethane 75-34-3 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 trans-1,2-dichloroethylene 156-60-5 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,l-Dichloroethene 75-35-4 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 2,2-Dichloropropane 594-20-7 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,3-Dichloropropane 142-28-9 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,2-Dichloropropane 78-87-5 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 trans-1,3-dichloropropene 10061-02-6 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,1-Dichloropropene 563-58-6 <0.000992 0.00496 0,000992 mg/kg 02.16.15 15:46 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Ethylbenzene 100-41-4 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Hexachlorobutadiene 87-68-3 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Isopropylbenzene 98-82-8 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Methylene Chloride 75-09-2 <0.00595 0.00992 0.00595 mg/kg 02.16.15 15:46 U 1 MTBE 1634-04-4 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Naphthalene 91-20-3 <0.00198 0.00992 0.00198 mg/kg 02.16.15 15:46 U 1 n-Propylbenzene 103-65-1 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U I Page 6 of 107 Final 1.001 XGHCO Certificate of Analytical Results Laboratories uu 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-1 (2.5-5) Matrix: Soil Sample Depth: 2.5 - 5 ft Lab Sample Id: 502409-001 Date Collected: 02.11.15 09.40 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: ELC % Moist: 3.27 Tech: ELC Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.000992 0,00496 0.000992 mg/kg 02.16.15 15:46 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.000992 0.00496 0,000992 mg/kg 02.16.15 15:46 U 1 Tetrachloroethylene 127-18-4 <0.00198 0.00496 0.00198 mg/kg 02.16,15 15:46 U 1 Toluene 108-88-3 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.000992 0.00496 0,000992 mg/kg 02.16.15 15:46 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,1,2-Trichloroethane 79-00-5 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.000992 0.00496 0.000992 mg/kg 02 16.15 15 46 U 1 Trichloroethylene 79-01-6 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Trichlorofluoromethane 75-69-4 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 1,2,3-Trichloropropane 96-18-4 <0.000180 0.00496 0.000180 mg/kg 02.16.15 15:46 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.000992 0.00496 0,000992 mg/kg 02.16.15 15:46 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.000992 0.00496 0.000992 mg/kg 02.16.15 15:46 U 1 Vinyl Chloride 75-01-4 <0.000397 0.00198 0.000397 mg/kg 02.16.15 15:46 U 1 o-Xylene 95-47-6 <0.000992 0.00496 0.000992 mWkg 02.16.15 15:46 U 1 m,p-Xylenes 179601-23-1 <0.00198 0.00992 0.00198 mg/kg 02.16,1515:46 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 98 65 - 135 % 1,2-Dichloroethane-D4 102 73 - 131 % Toluene-D8 103 78 - 138 % 4-Bromofluorobenzene 102 81 - 135 % Page 7 of 107 Final 1.001 Certificate of Analytical Results L.4 502409 - W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-2 (15-18) Matrix: Soil Sample Depth: 15 - 18 ft Lab Sample Id: 502409-002 Date Collected: 02.11.15 12.10 Date Received: 02,13.15 16.32 Analytical Method: TPH by Texasl005 Prep Method: 1005 Analyst: LEO % Moist: 11.3 Tech: LEO Seq Number: 961970 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C&C12 Gasoline Range Hydrocarbons PHC612 <8.41 56.1 8.41 mgtkg 02.16.15 18:08 U 1 C12-C28 Diesel Range Hydrocarbons PHCGIO28 <7.24 56.1 7.24 mgtkg 02.16.15 18:08 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <7.24 56.1 7.24 mg(kg 02.16.15 18:08 U 1 Total TPH 1005 PHC635 <7.24 7.24 mgtkg 02.16.15 18:08 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 92 70- 130 % 1-Chlorooctane 86 70 - 130 % Page 8 of 107 Final 1.001 • Certificate of Analytical Results nu Laboratories 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-2 (15-18) Matrix: Soil Sample Depth: 15 - 18 ft Lab Sample Id: 502409-002 Date Collected: 02.11.15 12.10 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 11.3 Tech: JBU Seq Number: 962224 Date Prep: 02.19.15 11.00 Prep seq: 688766 Parameter CAS Number Result MQL SDL Units Analysis Date Flag Dil Factor Benzene 71-43-2 0.00300 0.00564 0.00113 mg/kg 02.19.15 16:27 J 1 Bromobenzene 108-86-1 <0.00113 0.00564 0.00113 mg/kg 02.19.1516:27 U 1 Bromochloromethane 74-97-5 <0.00113 0.00564 0,00113 mg/kg 02.19.15 16:27 U I Bromodichloromethane 75-27-4 <0.00113 0,00564 0.00113 mg/kg 02.19.15 16:27 U 1 Bromoform 75-25-2 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 Methyl bromide 74-83-9 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 tert-Butylbenzene 98-06-6 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U I Sec-Butylbenzene 135-98-8 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 u-Butylbenzene 104-51-8 0.00451 0.00564 0.00113 mg/kg 02.19.15 16:27 J 1 Carbon Tetrachloride 56-23-5 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 Chlorobenzene 108-90-7 <0.00113 0.00564 0,00113 mg/kg 02.19.15 16:27 U 1 Chloroethane 75-00-3 <0.00225 0.0113 0.00225 mg/kg 02.19.15 16:27 U 1 Chloroform 67-66-3 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 Methyl Chloride 74-87-3 <0.00225 0.0113 0.00225 mg/kg 02.19.15 16:27 U 1 2-Chlorotoluene 95-49-8 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 4-Chlorotoluene 106-43-4 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000989 0.00564 0.000989 mg/kg 02.19.15 16:27 U 1 Dibromochloromethane 124-48-1 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,2-Dibromoethane 106-93-4 <0.00113 0,00564 0.00113 mg/kg 02.19.15 16:27 U 1 Methylene bromide 74-95-3 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,2-Dichlorobenzene 95-50-1 <0.00113 0.00564 0.00113 mg/kg 02,19.15 16:27 U 1 1,3-Dichlorobenzene 541-73-1 <0.00113 0.00564 0.00113 mg/kg 02.191516:27 U 1 1,4-Dichlorobenzene 10646-7 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 Dichlorodifluoromethane 75-71-8 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,2-Dichloroethane 107-06-2 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U I l,l-Dichloroethane 75-34-3 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00113 0.00564 0.00113 mg/kg 02.19.1516:27 U 1 1,1-Dichloroethee 75-35-4 <0.00113 0.00564 0.00113 mg/kg 02.191516:27 U 1 2,2-Dichloropropane 594-20-7 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,3-Dichloropropane 142-28-9 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,2-Dichloropropane 78-87-5 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00113 0.00564 0,00113 mg/kg 02.19.15 16:27 U 1 1,1-Dichloropropene 563-58-6 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00113 0.00564 0.00113 mg/kg 02.19.1516:27 U 1 Ettylbenzene 100-41-4 0.00275 0.00564 0.00113 mg/kg 02.19.15 16:27 J 1 Hexachlorobutadiene 87-68-3 <0.00113 0.00564 0.00113 mg/kg 02.191516:27 U 1 Isopropyl benzene 98-82-8 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 Methylene Chloride 75-09-2 0.0138 0.0113 0.00676 mg/kg 02.19.15 16:27 1 MTBE 1634-04-4 <0.00113 0.00564 0.00113 mg/kg 02,19.15 16:27 U 1 Naphthalene 91-20-3 0.158 0.0113 0.00225 mg/kg 02,19.15 16:27 1 n-Propylbenzene 103-65-1 <0.00113 0.00564 0.00113 mg/kg 02.19.1516:27 U 1 Page 9 of 107 Final 1.001 Certificate of Analytical Results !� 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-2 (15-18) Matrix: Soil Sample Depth: 15 - 18 ft Lab Sample Id: 502409-002 Date Collected: 02.11.15 12.10 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 11.3 Tech: JBU Seq Number: 962224 Date Prep: 02.19.15 11.00 Prep seq: 688766 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 Tetrachloroethylene 127-18-4 <0.00225 0.00564 0.00225 mg/kg 02.191516:27 U I Toluene 108-88-3 0.0175 0.00564 0.00113 mg/kg 02.19.15 16:27 1 1,2,3-Trichlorobenzene 87-61-6 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 1,1,2-Trichloroethane 79-00-5 <0.00113 0.00564 0,00113 mg/kg 02.19.15 16:27 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U 1 Trichloroethylene 79-01-6 <0.00113 0.00564 0.00113 mg/kg 02.19.15 16:27 U l Trichlorofluoromethane 75-69-4 <0.00113 0.00564 0.00113 mg/kg 02.191516:27 U 1 1,2,3-Trichloropropane 96-18-4 <0.000204 0.00564 0.000204 mg/kg 02.19.15 16:27 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00113 0.00564 0.00113 mg/kg 02.19.1516:27 U 1 1,3,5-Trimethylbenzene 108-67-8 0.00260 0.00564 0.00113 mg/kg 02,19.15 16:27 1 1 Vinyl Chloride 75-01-4 <0.000451 0.00225 0.000451 mg/kg 02.19.15 16:27 U 1 o-Xylene 95-47-6 0.00299 0.00564 0.00113 mg/kg 02.19.15 16:27 1 1 m,p-Xylenes 179601-23-1 0.00779 0.0113 0.00225 mg/kg 02.19.15 16:27 1 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 109 65 - 135 % 1,2-Dichloroethane-D4 121 73 - 131 % Toluene-D8 139 78 - 138 % ** 4-Bromofluorobenzene 137 81 - 135 % ** Page 10 of 107 Final 1.001 • Certificate of Analytical Results es /� 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-3 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-003 Date Collected: 02.11.15 13.30 Date Received: 02.13.15 16.32 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: LEO % Moist: 10.67 Tech: LEO Seq Number: 961970 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C 12 Gasoline Range Hydrocarbons PHC612 <8.37 55.8 8.37 mg/kg 02.16.15 18:27 U I C 12-C28 Diesel Range Hydrocarbons PHCG 1028 <7.20 55.8 7.20 mg/kg 02.16,15 18:27 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <T20 55.8 7.20 mg/kg 02.16.15 18:27 U 1 Total TPH 1005 PHC635 <7.20 7.20 mg/kg 02.16.15 18:27 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 96 70 - 130 % 1-Chlorooctane 92 70 - 130 % Page 11 of 107 Final 1.001 • Certificate of Analytical Results nu CalAnn era mw W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: S13-3 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-003 Date Collected: 02.11.15 13.30 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 10.67 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prepseq: 688613 CAS Analysis DO Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Bromobenzene 108-86-1 <0.00110 0.00548 0.00110 mg/kg 02.16.1519:48 U 1 Bromochloromethane 74-97-5 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Bromodichloromethane 75-27-4 <0.00I10 0.00548 0.00110 mg/kg 02,16.15 t9:48 U 1 Bromoform 75-25-2 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U I Methyl bromide 74-83-9 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 tert-Butylbenzene 98-06-6 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Sec-Butylbenzene 135-98-8 <0.00110 0.00548 0,00110 mg/kg 02,16.15 19:48 U 1 n-Butylbenzene 104-51-8 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Carbon Tetrachloride 56-23-5 <0.00I 10 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Chlorobenzene 108-90-7 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Chloroethane 75-00-3 <0.00219 0.0110 0.00219 mg/kg 02.16.15 19:48 U I Chloroform 67-66-3 0.00114 0.00548 0.00110 mg/kg 02.16.15 19:48 J 1 Methyl Chloride 74-87-3 <0.00219 0.0110 0.00219 mg/kg 02.16.15 19:48 U 1 2-Chlorotoluene 95-49-8 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 4-Chlorotoluene 10643-4 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00I 10 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000961 0.00548 0.000961 mg/kg 02.16.15 19:48 U 1 Dibromochloromethane 124-48-1 <0.00I10 0,00548 0.00110 mg/kg 02.16.15 19:48 U 1 1,2-Dibromoethane 106-93-4 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Methylene bromide 74-95-3 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U I 1,2-Dichlorobenzene 95-50-1 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 1,3-Dichlorobenzene 541-73-1 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 1,4-Dichlorobenzene 10646-7 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Dichlorodifluoromethane 75-71-8 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U I 1,2-Dichloroethane 107-06-2 <0.00I10 0.00548 0,00110 mg/kg 02.16.15 19:48 U 1 l,l-Dichloroethane 75-34-3 <0.00110 0.00548 0,00110 mg/kg 02.16.15 19:48 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00110 0.00548 0.00110 mg/kg 02,16.15 19:48 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00110 0.00548 0.00110 mg/kg 02,16.15 19:48 U 1 1,1-Dichloroethene 75-35-4 <0.00110 0.00548 0,00110 mg/kg 02.16.15 19:48 U I 2,2-Dichloropropane 594-20-7 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 1,3-Dichloropropane 142-28-9 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 1,2-Dichloropropane 78-87-5 <0.00110 0.00548 0,00110 mg/kg 02.16.15 19:48 U 1 trans-I,3-dichloropropene 10061-02-6 <0.00I10 0.00548 0,00110 mg/kg 02.16.15 19:48 U 1 1,1-Dichloropropene 563-58-6 <0.00110 0.00548 0.00110 mg/kg 02.16.1519:48 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Ethylbenzene 100-41-4 <0.00110 0.00548 0,00110 mg/kg 02.161519:48 U I Hexachlorobutadiene 87-68-3 <0.00I10 0.00548 HO110 mg/kg 02.161519:48 U 1 Isopropylbenzene 98-82-8 <0.00110 0,00548 0.00110 mg/kg 02.16.1519:48 U 1 Methylene Chloride 75-09-2 <0.00657 0.0110 0.00657 mg/kg 02.16.15 19:48 U 1 MTBE 1634-04-4 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U I Naphthalene 91-20-3 <0.00219 0.0110 0.00219 mg/kg 02.161519:48 U 1 n-Propylbenzene 103-65-1 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19:48 U 1 Page 12 of 107 Final 1.001 Certificate of Analytical Results P�1U 502409 " W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-3 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-003 Date Collected: 02.11.15 13.30 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 10.67 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00110 0,00548 0.00110 mg/kg 0216.1519.48 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00110 0.00548 0.00110 mg/kg 02.16.15 19A8 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00110 0.00548 0,00110 mg/kg 02.16.1519:48 U 1 Tetrachloroethylene 127-18-4 <0.00219 0.00548 0.00219 mg/kg 02.16.1519:48 U 1 Toluene 108-88-3 0.00166 0.00548 0.00110 mg/kg 02.16.1519:48 J 1 1,2,3-Trichlorobenzene 87-61-6 <0.00110 0.00548 0.00110 mg/kg 02.16.1519:48 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00110 0.00548 0.00110 mg/kg 02.16.1519.48 U 1 1,1,2-Trichloroethane 79-00-5 <0.00110 0.00548 0.00110 mg/kg 02.16.1519-48 U 1 1, 1, 1 -Trichl oroethane 71-55-6 <0.00110 0.00548 0.00110 mg/kg 02.16.1519:48 U 1 Trichloroethylene 79-01-6 <0.00110 0.00548 0.00110 mg/kg 02.16.1519.48 U 1 Trichlorofluoromethane 75-69-4 <0.00110 0.00548 0.00110 mg/kg 02.16.1519A8 U 1 1,2,3-Trichloropropane 96-18-4 <0.000198 0.00548 0.000198 mg/kg 02.16.1519:48 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00110 0.00548 0.00110 mg/kg 02.16.1519:48 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00110 0.00548 0.00110 mg/kg 02.16.1519:48 U 1 Vinyl Chloride 75-01-4 <0.000438 0.00219 0.000438 mg/kg 02 16.15 1948 U 1 o-Xylene 95-47-6 <0.00I10 0.00548 0.00110 mg/kg 02.16.1519:48 U 1 m,p-Xylenes 179601-23-1 <0.00219 0.0110 0.00219 mg/kg 02.16.1519:48 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 97 65 - 135 % 1,2-Dichloroethane-D4 92 73 - 131 % Toluene-D8 106 78 - 138 % 4-Bromofluorobenzene 102 81 - 135 % Page 13 of 107 Final 1.001 Sample Id: SB-3 Lab Sample Id: 502409-004 Analytical Method: TPH by Texas1005 Analyst: Soz Seq Number: 961985 Parameter C6-C12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Date Collected: 02.11.15 15.20 % Moist: Date Prep: 02.16.15 14.01 Prep seq: 688622 CAS Number Result MQL PHC612 <0.696 4.67 PHCG1028 <0.603 4.67 PHCG2835 <0.603 4.67 PHC635 <0.603 % Recovery 109 102 Sample Depth: Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: Soz Analysis Dil Factor SDL Units Date Flag 0.696 mg(L 02.17.15 01:04 U 1 0.603 mg(L 02.17.15 01:04 U 1 0.603 mg(L 02.17.15 01:04 U 1 0.603 mg(L 02.17.15 01:04 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 14 of 107 Final 1.001 • Certificate of Analytical Results ` 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-3 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-004 Date Collected: 02.11.15 15.20 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962061 Date Prep: 02.16.15 10.00 Prep seq: 688672 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.16.1518:40 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.16.1518:40 UX 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.161518:40 UX 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02,16.1518:40 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 UX 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 000100 mg/L 02.16 15 18:40 U I Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg(L 02.16.1518:40 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.16.15 18:40 UX 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 UX 1 Methyl Chloride 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.16.15 18:40 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 UX 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U I p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 UX 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.16.15 18:40 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U I 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 U 1 l,l-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg(L 02.16.15 18:40 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0.00100 mg(L 02.16.1518:40 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U I 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.16.1518:40 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U I Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.16.15 18:40 UX 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 UX 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.16.15 18:40 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.16.1518:40 U 1 Page 15 of 107 Final 1.001 ! Certificate of Analytical Results iW." j � &_ 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-3 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-004 Date Collected: 02.11.15 15.20 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962061 Date Prep: 02.16.15 10.00 Prep seq: 688672 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 Tetra chloroethylene 127-18-4 0.00335 0.00500 0.00200 mg/L 02.16.15 18:40 JX 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.16.1518:40 UX 1 1,2,3-Trichlorobenzene 87-61-6 0.00332 0.00500 0.00100 mg/L 02.16.15 18:40 J 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,1,1-Tnchloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 UX 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0,000822 mg/L 02.16.15 18:40 UX 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mgJL 02.16.15 18:40 UX 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:40 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.16.15 18:40 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.16.15 18:40 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 102 61 - 132 % 1,2-Dichloroethane-D4 98 76 - 118 % Toluene-D8 105 74 - 130 % 4-Bromofluorobenzene 103 76 - 126 % Page 16 of 107 Final 1.001 Sample Id: SB-4 (8-10) Lab Sample Id: 502409-005 Analytical Method: TPH by TexasI005 Analyst: LEO Seq Number: 961970 Parameter C6-C 12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl I-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823,029 Matrix: Soil Date Collected: 02.12.15 09.50 % Moist: 13.83 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Number Result MQL PHC612 <8.63 57.5 PHCG1028 <7.42 57.5 PHCG2835 <7.42 57.5 PHC635 <7.42 % Recovery 102 97 Sample Depth: 8 - 10 ft Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: LEO r�u _..aw.s Analysis Dil Factor SDL Units Date Flag 8.63 mg/kg 02.16.1518:46 U 1 7.42 mg(kg 02.16.1518:46 U 1 7.42 mg/kg 02.16.1518:46 U 1 7.42 mg/kg 02.16.1518.46 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 17 of 107 Final 1.001 Certificate of Analytical Results ' a PJ Li 502409 -_-u,� W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-4 (8-10) Matrix: Soil Sample Depth: 8 - 10 ft Lab Sample Id: 502409-005 Date Collected: 02.12.15 09.50 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 13.83 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Bromobenzene 108-86-1 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Bromochloromethane 74-97-5 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Bromodichloromethane 75-27-4 <0.00116 0.00578 0,00116 mg/kg 02.16.15 20:02 U 1 Bromoform 75-25-2 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Methyl bromide 74-83-9 <0.00116 0,00578 0.00116 mg/kg 02.16.15 20:02 U 1 tert-Butylbenzene 98-06-6 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Scc-Butyl benzene 135-98-8 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 n-Butylbenzene 104-51-8 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Carbon Tetrachloride 56-23-5 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Chlorobenzene 108-90-7 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U I Chloroethane 75-00-3 <0.00231 0.0116 0.00231 mg/kg 02.16.15 20:02 U 1 Chloroform 67-66-3 0.00127 0.00578 0.00116 mg/kg 02.16.15 20:02 J 1 Methyl Chloride 74-87-3 <0.00231 0.0116 0.00231 mg/kg 02.16.15 20 02 U 1 2-Chlorotoluene 95-49-8 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20 02 U 1 4-Chlorotoluene 106-43-4 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U I p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00101 0.00578 0.00101 mg/kg 02.16.15 20:02 U 1 Dibromochloromethane 124-48-1 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,2-Dibromoethane 106-93-4 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Methylene bromide 74-95-3 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,2-Dichlorobenzene 95-50-1 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,3-Dichlorobenzene 541-73-1 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,4-Dichlorobenzene 106-46-7 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Dichlorodifluoromethane 75-71-8 <0.00116 0.00578 0,00116 mg/kg 02.16.15 20:02 U 1 1,2-Dichloroethane 107-06-2 <0.00116 0.00578 0,00116 mg/kg 02.16.15 20 02 U 1 1,1-Dichloroethane 75-34-3 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1, 1 -Dichloroethene 75-35-4 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 2,2-Dichloropropane 594-20-7 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,3-Dichloropropane 142-28-9 <0.00116 0.00578 000116 mg/kg 02.16.15 20 02 U 1 1,2-Dichloropropane 78-87-5 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00116 0,00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,1-Dichloropropene 563-58-6 <0.00116 0.00578 000116 mg/kg 02.16.15 20:02 U I cis-1,3-Dichloropropene 10061-01-5 <0.00116 0.00578 0,00116 mg/kg 02.16.15 20:02 U 1 Ethylbenzene 100-41-4 0.00166 0.00578 0,00116 mg/kg 02.16.15 20:02 J 1 Hexachlorobutadiene 87-68-3 <0.00116 0.00578 000116 mg/kg 02.16.15 20:02 U 1 Isopropyl benzene 98-82-8 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U I Methylene Chloride 75-09-2 <0.00694 0.0116 0.00694 mg/kg 02.16.15 20:02 U 1 MTBE 1634-04-4 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Naphthalene 91-20-3 <0.00231 0.0116 0.00231 mg/kg 02.16.15 20:02 U 1 n-Propylbenzene 103-65-1 <0.00116 0,00578 0.00116 mg/kg 02.16.15 20:02 U 1 Page 18 of 107 Final 1.001 Certificate of Analytical Results PJ L9 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-4 (8-10) Matrix: Soil Sample Depth: 8 - 10 ft Lab Sample Id: 502409-005 Date Collected: 02.12,15 09.50 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 13.83 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00116 0.00578 0,00116 mg/kg 02.16.15 20 02 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Tetrachloroethylene 127-18-4 <0.00231 0.00578 0.00231 mg/kg 02.16.15 20:02 U 1 Toluene 108-88-3 0.00583 0.00578 0.00116 mg/kg 02.16.15 20:02 1 1,2,3-Trichlorobenzene 87-61-6 <0.00116 0.00578 0,00116 mg/kg 02.16.15 20:02 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,1,2-Trichloroethane 79-00-5 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U I 1, 1, 1 -Trichloroethane 71-55-6 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U I Trichloroethylene 79-01-6 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Trichlorofluoromethane 75-694 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 1,2,3-Trichloropropane 96-18-4 <0.000209 0.00578 0.000209 mg/kg 02.16.15 20:02 U 1 1,2,4-Trimethylbenzene 95-63-6 0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 J 1 1,3,5-Trimethylbenzene 108-67-8 <0.00116 0.00578 0.00116 mg/kg 02.16.15 20:02 U 1 Vinyl Chloride 75-01-4 <0.000462 0.00231 0.000462 mg/kg 02.16.15 20:02 U 1 o-Xylene 95-47-6 0.00236 0.00578 0.00116 mg/kg 02.16.15 20:02 J 1 m,p-Xylenes 179601-23-1 0.00565 0.0116 0.00231 mg/kg 02.16.15 20:02 J 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 94 65 - 135 % 1,2-Dichloroethane-D4 96 73 - 131 % Toluene-D8 104 78 - 138 % 4-Bromofluorobenzene 101 81 - 135 % Page 19 of 107 Final 1.001 Sample Id: SB-5 (3-5) Lab Sample Id: 502409-006 Analytical Method: TPH by Texasl005 Analyst: LEO Seq Number: 961970 Parameter C&C 12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.12.15 11.10 % Moist: 11.89 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Number Result MQL PHC612 <8.47 56.5 PHCG1028 <7.28 56.5 PHCG2835 <7.28 56.5 PHC635 <7.28 % Recovery 100 96 Sample Depth: 3 - 5 ft Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: LEO Analysis Dil Factor SDL Units Date Flag 8.47 mg/kg 02.16.1519:05 U 1 7.28 mg/kg 02.16.1519:05 U 1 7.28 mg/kg 02.16.1519:05 U 1 7.28 mg/kg 02.16.1519:05 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 20 of 107 Final 1.001 • Certificate of Analytical Results 502409 e'awy W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-5 (3-5) Matrix: Soil Sample Depth: 3 - 5 ft Lab Sample Id: 502409-006 Date Collected: 02.12.15 11.10 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 11.89 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Bromobenzene 108-86-1 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Bromochloromethane 74-97-5 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Bromodichloromethane 75-27-4 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Bromoform 75-25-2 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Methyl bromide 74-83-9 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U I tert-Butylbenzene 98-06-6 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Sec-Butylbenzene 135-98-8 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U n-Butylbenzene 104-51-8 <0.00101 0.00505 0,00101 mg/kg 02.16.15 20.15 U 1 Carbon Tetrachloride 56-23-5 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Chlorobenzene 108-90-7 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Chloroethane 75-00-3 <0.00202 0.0101 0.00202 mg/kg 02.16,15 20:15 U I Chloroform 67-66-3 0.00106 0.00505 0.00101 mg/kg 02.16.15 20:15 J 1 Methyl Chloride 74-87-3 <0.00202 0.0101 0.00202 mg/kg 02,16.15 20:15 U 1 2-Chlorotoluene 95-49-8 <0.00101 0.00505 0,00101 mg/kg 02.16.15 20:15 U 1 4-Chlorotoluene 106-43-4 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00101 0,00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000886 0.00505 0.000886 mg/kg 02.16.15 20:15 U I Dibromochloromethane 124-48-1 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,2-Dibromoethane 106-93-4 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U I Methylene bromide 74-95-3 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,2-Dichlorobenzene 95-50-1 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,3-Dichlorobenzene 541-73-1 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,4-Dichlorobenzene 106-46-7 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Dichlorodifluoromethane 75-71-8 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,2-Dichloroethane 107-06-2 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,1-Dichloroethane 75-34-3 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20 15 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U I 1,1-Dichloroethee 75-354 <0.00101 0,00505 0.00101 mg/kg 02.16.15 20:15 U 1 2,2-Dichloropropane 594-20-7 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,3-Dichloropropane 142-28-9 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20.15 U 1 1,2-Dichloropropane 78-87-5 <0.00101 0.00505 0.00101 mg/kg 02.16,1520:15 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U I 1,1-Dichloropropene 563-58-6 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U I cis-1,3-Dichloropropene 10061-01-5 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Ethylbenzene 100-41-4 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20 15 U 1 Hexachlorobutadiene 87-68-3 <0.00101 0.00505 0.00101 mg/kg 02.16.15 2015 U 1 Isopropylbenzene 98-82-8 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Methylene Chloride 75-09-2 <0.00606 0.0101 0.00606 mg/kg 02.16.15 20:15 U 1 MTBE 1634-04-4 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U I Naphthalene 91-20-3 <0.00202 0.0101 0.00202 mg/kg 02.16.15 20:15 U 1 n-Propylbenzene 103-65-1 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20.15 U 1 Page 21 of 107 Final 1.001 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-5 (3-5) Matrix: Soil Sample Depth: 3 - 5 $ Lab Sample Id: 502409-006 Date Collected: 02.12.15 11.10 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 11.89 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00101 0,00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Tetrachloroethylene 127-18-4 <0.00202 0.00505 0.00202 mg/kg 02.16.15 20:15 U 1 Toluene 108-88-3 0.00165 0.00505 0.00101 mg/kg 02.16.15 20:15 J 1 1,2,3-Trichlorobenzene 87-61-6 <0.00101 0,00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00101 0,00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,1,2-Trichloroethane 79-00-5 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Trichloroethylene 79-01-6 <0.00101 0,00505 0.00101 mg/kg 02.16.15 20:15 U 1 Trichlorofluoromethane 75-69-4 <0.00101 0,00505 0.00101 mg/kg 02.16.15 20:15 U 1 1,2,3-Trichloropropane 96-18-4 <0.000183 0.00505 0.000183 mg/kg 02.16.15 20:15 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00101 0.00505 0.00101 mg/kg 02,16.1520:15 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 Vinyl Chloride 75-01-4 <0.000404 0,00202 0.000404 mg/kg 02.16.15 20:15 U 1 o-Xylene 95-47-6 <0.00101 0.00505 0.00101 mg/kg 02.16.15 20:15 U 1 m,p-Xylenes 179601-23-1 0.00233 0.0101 0.00202 mg/kg 02.16.15 20:15 J 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 97 65 - 135 % 1,2-Dichloroedme-D4 98 73 - 131 % Toluene-D8 106 78 - 138 % 4-Bromofluorobenzene 104 81 - 135 % Page 22 of 107 Final 1.001 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-6 (7.5-10) Lab Sample Id: 502409-007 Analytical Method: TPH by Texas1005 Analyst: LEO Seq Number: 961970 CAS Parameter Number C6-C12 Gasoline Range Hydrocarbons PHC612 C12-C28 Diesel Range Hydrocarbons PHCG1028 C28-05 Oil Range Hydrocarbons PHCG2835 Total TPH 1005 PHC635 Surrogate o-Terphenyl 1-Chlorooctane Matrix: Soil Date Collected: 02.12.15 12.35 % Moist: 3.19 Date Prep: 02.16.15 11.00 Prep seq: 688614 Result MQL <7.68 51.2 <6 60 51.2 <6.60 51.2 <6.60 % Recovery 113 104 Sample Depth: 7.5 - 10 ft Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: LEO rdu ...ti Analysis Dil Factor SDL Units Date Flag 7.68 mg/kg 02.16.1519:24 U 1 6.60 mg/kg 02.16.1519:24 U 1 6.60 mg/kg 02.16.1519:24 U 1 6.60 mg/kg 02.16.1519:24 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 23 of 107 Final 1.001 pq Certificate of Analytical Results r�u G 111 A!1(1 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-6 (7.5-10) Matrix: Soil Sample Depth: 7.5 - 1Oft Lab Sample Id: 502409-007 Date Collected: 02.12.15 12.35 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 3.19 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prepseq: 6886I3 CAS Analysis Di1 Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00102 0.00511 0.00102 mg/kg 02.16 15 20:29 U 1 Bromobenzene 108-86-1 <0.00102 000511 0.00102 mg/kg 02.16.15 20:29 U 1 Bromochloromethane 74-97-5 <0.00102 000511 0.00102 mg/kg 02.16.15 20:29 U 1 Bromodichloromethane 75-27-4 <0.00102 000511 0.00102 mg/kg 02,16.15 20:29 U 1 Bromoform 75-25-2 <0.00102 000511 0.00102 mg/kg 02 16 15 20.29 U 1 Methyl bromide 74-83-9 <0.00102 000511 0.00102 mg/kg 02 16.15 20:29 U I tert-Butylbenzene 98-06-6 <0.00102 0.00511 0.00102 mg/kg 02 16 15 20 29 U 1 Sec-Butylbenzene 135-98-8 <0.00102 000511 0.00102 mg/kg 02.16.15 20:29 U 1 n-Butylbenzene 104-51-8 <0.00102 000511 0.00102 mg/kg 02.16.15 20:29 U I Carbon Tetrachloride 56-23-5 <0.00102 000511 0.00102 mg/kg 02.16.15 20.29 U 1 Chlorobenzene 108-90-7 <0.00102 000511 0.00102 mg/kg 02.16.15 20.29 U 1 Chloroethane 75-00-3 <0.00205 0.0102 0.00205 mg/kg 02.16.15 20:29 U 1 Chloroform 67-66-3 0.00104 0.00511 0.00102 mg/kg 02 16 15 20:29 J 1 Methyl Chloride 74-87-3 <0.00205 0.0102 0.00205 mg/kg 02 16.15 20 29 U I 2-Chlorotoluene 95-49-8 <0.00102 0.00511 0.00102 mg/kg 02 16 15 20.29 U I 4-Chlorotoluene 106-43-4 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U I p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1,2-Dibromo-3-Chi oropropane 96-12-8 <0.000897 0.00511 0.000897 mg/kg 02.16.15 20:29 U 1 Dibromochloromethane 124-48-1 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1,2-Dibromoethane 106-93-4 <0.00102 0,00511 0.00102 mg/kg 02.16.15 20:29 U 1 Methylene bromide 74-95-3 <0.00102 0.00511 0.00102 mg/kg 02,16.15 20:29 U 1 1,2-Dichlorobenzene 95-50-1 <0.00102 0.00511 0.00102 mg/kg 02.16 15 20:29 U 1 1,3-Dichlorobenzene 541-73-1 <0 00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1,4-Dichlorobenzene 106-46-7 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 Dichlorodifluoromethane 75-71-8 <0.00102 0.00511 0.00102 mg/kg 02.16 15 20:29 U 1 1,2-Dichloroethane 107-06-2 <0 00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 I,1-Dichloroethane 75-34-3 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00102 0.00511 000102 mg/kg 02.16.15 20:29 U 1 cis-1,2-Dichloroethylene 156-59-2 <0 00102 0.00511 0,00102 mg/kg 02.I6.15 20:29 U 1 l,l-Dichloroethene 75-35-4 <0 00102 0.0051I O,00102 mg/kg 02.16.15 20:29 U 1 2,2-Dichloropropane 594-20-7 <0 00102 0.00511 0.00102 mg/kg 02.16.15 20.29 U 1 1,3-Dichloropropane 142-28-9 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U I 1,2-Dichloropropane 78-87-5 <0 00102 0.00511 0.00102 mg/kg 02 16.15 20 29 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00102 0.00511 0,00102 mg/kg 02 16.15 20 29 U 1 1,1-Dichloropropene 563-58-6 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 Ethylbenzene 100-41-4 <0.00102 000511 0.00102 mg/kg 02,16.15 20:29 U 1 Hexachlorobutadiene 87-68-3 <0.00102 000511 0.00102 mg/kg 02.16.15 20:29 U 1 Isopropylbenzene 98-82-8 <0.00102 0.00511 0.00102 mg/kg 02.16 15 20:29 U 1 Methylene Chloride 75-09-2 <0.00614 00102 0.00614 mg/kg 02.16.15 20:29 U 1 MTBE 1634-04-4 <0 00102 000511 0.00102 mg/kg 02.16.15 20:29 U 1 Naphthalene 91-20-3 <0.00205 0.0102 0.00205 mg/kg 02.16 15 20:29 U 1 n-Propylbenzene 103-65-1 <0.00102 0.00511 0.00102 mg/kg 02.16 15 20:29 U 1 Page 24 of 107 Final 1.001 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-6 (7.5-10) Matrix: Soil Sample Depth: 7.5 - 10 ft Lab Sample Id: 502409-007 Date Collected: 02.12.15 12.35 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260E Prep Method: 5030B Analyst: JBU %Moist: 3.19 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00102 0.00511 0.00102 mg/kg 0116.1520:29 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 Tetrachloroethylene 127-18-4 <0.00205 0.00511 0.00205 mg/kg 02,16.1520:29 U 1 Toluene 108-88-3 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00102 0.00511 0.00102 mg/kg 02.1615 20:29 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00102 0.00511 0.00102 mg/kg 02,16.15 20:29 U 1 1,1,2-Trichloroethane 79-00-5 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 Trichloroethylene 79-01-6 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 Trichlorofluoromethane 75-69-4 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1,2,3-TrichIoropropane 96-18-4 <0.000185 0.00511 0.000185 mg/kg 02.16.15 20:29 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 Vinyl Chloride 75-01-4 <0.000409 0.00205 0.000409 mg/kg 02.16 15 20:29 U 1 o-Xylene 95-47-6 <0.00102 0.00511 0.00102 mg/kg 02.16.15 20:29 U 1 m,p-Xylenes 179601-23-1 <0.00205 0.0102 0.00205 mg/kg 02.16.15 20:29 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 97 65 - 135 % 1,2-Dichloroethane-D4 98 73 - 131 % Toluene-D8 104 78 - 138 % 4-Bromofluorobenzene 103 81 - 135 % Page 25 of 107 Final 1.001 Sample Id: SB-7 (5-8) Lab Sample Id: 502409-008 Analytical Method: TPH by Texas1005 Analyst: LEO Seq Number: 961970 Parameter C6-C12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.13.15 10.15 % Moist: 3.99 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Number Result MQL PHC612 <7.80 52.0 PHCG1028 <6.70 52.0 PHCG2835 <6.70 52.0 PHC635 <6.70 % Recovery 120 102 Sample Depth: 5 - 8 ft Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: LEO Analysis Dil Factor SDL Units Date Flag T80 mg/kg 02.16.15 19:43 U 1 6.70 mg/kg 02.16.15 19:43 U 1 6.70 mg/kg 02.16.15 19:43 U 1 6.70 mg/kg 02.16.15 19:43 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 26 of 107 Final 1.001 Certificate of Analytical Results PJN 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-7 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-008 Date Collected: 02.13.15 10.15 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 3.99 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U I Bromobenzene 108-86-1 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 Bromochloromethane 74-97-5 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 Bromodichloromethane 75-27-4 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20-43 U 1 Bromoform 75-25-2 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U I Methyl bromide 74-83-9 <0.000890 0.00445 0.000890 mg/kg 02 16.15 20:43 U I tert-Butyl benzene 98-06-6 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 Sec-Butylbenzene 135-98-8 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 n-Butylbenzene 104-51-8 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 Carbon Tetrachloride 56-23-5 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 Chlorobenzene 108-90-7 <0.000890 000445 0.000890 mg/kg 02 16.15 20:43 U 1 Chloroethane 75-00-3 <0.00178 0.00890 0.00178 mg/kg 02 16.15 20:43 U 1 Chloroform 67-66-3 0.000917 0.00445 0.000890 mg/kg 02.16.15 20:43 J 1 Methyl Chloride 74-87-3 <0.00178 0.00890 0.00178 mg/kg 02 16 15 20:43 U 1 2-Chlorotoluene 95-49-8 <0.000890 0,00445 0.000890 mg/kg 02.16.15 20:43 U 1 4-Chlorotoluene 106-43-4 <0.000890 0.00445 0.000890 mg/kg 02 16 15 20:43 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0 000890 000445 0.000890 mg/kg 02.16.15 20:43 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000781 0.00445 0000781 mg/kg 02 16 152043 U 1 Dibromochloromethane 124-48-1 <0 000890 000445 0.000890 mg/kg 02.16.15 20:43 U 1 1,2-Dibromoethane 106-93-4 <0 000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 Methylene bromide 74-95-3 <0 000890 000445 0.000890 mg/kg 02.16.15 20:43 U 1 1,2-Dichlorobenzene 95-50-1 <0.000890 0.00445 0000890 mg/kg 02 16 15 20:43 U 1 1,3-Dichlorobenzene 541-73-1 <0.000890 0.00445 0000890 mg/kg 02 16 15 20:43 U 1 1,4-Dichlorobenzene 106-46-7 <0.000890 0.00445 0.000890 mg/kg 02 16.15 20:43 U 1 Dichlorodifluoromethane 75-71-8 <0.000890 0.00445 0000890 mg/kg 02.16 15 20:43 U 1 1,2-Dichloroethane 107-06-2 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 1,1-Dichloroethane 75-34-3 <0.000890 0.00445 0000890 mg/kg 02 16 15 20:43 U 1 trans-1,2-dichloroethylene 156-60-5 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20.43 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U 1 1,1-Dichloroethene 75-35-4 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U 1 2,2-Dichloropropane 594-20-7 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U 1 1,3-Dichloropropane 142-28-9 <0.000890 0.00445 0,000890 mg/kg 02.16.15 20 43 U 1 1,2-Dichloropropane 78-87-5 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U 1 trans-1,3-dichloropropene 10061-02-6 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U I 1,1-Dichloropropene 563-58-6 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20.43 U 1 Ethylbenzene 100-41-4 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U I Hexachlorobutadiene 87-68-3 <0.000890 0.00445 0000890 mg/kg 02.16.15 20 43 U 1 Isopropylbenzene 98-82-8 <0.000890 0.00445 0,000890 mg/kg 02.16.15 20 43 U 1 Methylene Chloride 75-09-2 <0 00534 0.00890 0.00534 mg/kg 02.16.15 20.43 U 1 MTBE 1634-04-4 <0.000890 0.00445 0000890 mg/kg 02.16.15 20 43 U 1 Naphthalene 91-20-3 <0 00178 0.00890 0.00178 mg/kg 02.16.15 20:43 U 1 n-Propylbenzene 103-65-1 <0.000890 0.00445 0000890 mg/kg 02.16.15 20 43 U 1 Page 27 of 107 Final 1.001 Certificate of Analytical Results PJIA 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-7 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-008 Date Collected: 02.13.15 10.15 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 3.99 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0 000890 0.00445 0.000890 mg/kg 02.16.15 20:43 U 1 Tetrachloroethylene 127-18-4 <0.00178 000445 000178 mg/kg 02.16.15 20:43 U 1 Toluene 108-88-3 <0.000890 000445 0.000890 mg/kg 02.16.15 20:43 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.000890 0,00445 0.000890 mg/kg 02.16 15 20:43 U 1 1,2,4-Trichlorobenzene 120-82-1 <0 000890 0.00445 0.000890 mg/kg 02.16 15 20:43 U 1 1,1,2-Trichloroethane 79-00-5 <0.000890 000445 0.000890 mg/kg 02.16.15 20:43 U 1 1,1,1-Trichloroethane 71-55-6 <0.000890 0.00445 0000890 mg/kg 02.161520:43 U 1 Trichloroethylene 79-01-6 <0.000890 000445 0000890 mg/kg 02.16.15 20:43 U 1 Trichlorofluoromethane 75-69-4 <0 000890 0.00445 0000890 mg/kg 02.16 15 20:43 U 1 1,2,3-Trichloropropane 96-18-4 <0 000161 000445 0000161 mg/kg 02.16 15 20.43 U 1 1,2,4-Trimethylbenzene 95-63-6 0.00114 0.00445 0.000890 mg/kg 02.16 15 20 43 J 1 1,3,5-Trimethylbenzene 108-67-8 <0 000890 0.00445 0.000890 mg/kg 02.16.15 20 43 U 1 Vinyl Chloride 75-01-4 <0 000356 0.00178 0000356 mg/kg 02.16 15 20:43 U 1 o-Xylene 95-47-6 0.00151 000445 0000890 mg/kg 02.16.15 20:43 J 1 m,p-Xylenes 179601-23-1 0.00287 0.00890 0.00178 mg/kg 02.16.15 20:43 J 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 96 65 - 135 % 1,2-Dichloroethane-D4 97 73 - 131 % Toluene-D8 106 78 - 138 % 4-Bromofluorobenzene 104 81 - 135 % Page 28 of 107 Final 1.001 Certificate of Analytical Results v�u 502409 -- -w" W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-8 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-009 Date Collected: 02.13.15 11.10 Date Received: 02.13.15 16.32 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: LEO %Moist: 9.56 Tech: LEO Seq Number: 961970 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C 12 Gasoline Range Hydrocarbons PHC612 <8.23 54.8 8.23 mg/kg 02.16.15 20:02 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <7.08 54.8 7.08 mg/kg 02.16.15 20:02 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <7.08 54.8 7.08 mg/kg 02.16.15 20:02 U 1 Total TPH 1005 PHC635 <7.08 7.08 mg/kg 02.16 15 20.02 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 113 70 - 130 % 1-Chlorooctane 105 70 - 130 % Page 29 of 107 Final 1.001 • �KG Certificate of Analytical Results ���A�l ���51�' rau j & 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-8 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-009 Date Collected: 02.13.15 11.10 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 9.56 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Bromobenzene 108-86-1 <0 000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Bromochloromethane 74-97-5 <0 000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Bromodichloromethane 75-27-4 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Bromoform 75-25-2 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Methyl bromide 74-83-9 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U I tert-Butylbenzene 98-06-6 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U I Sec-Butylbenzene 135-98-8 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 n-Butylbenzene 104-51-8 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Carbon Tetrachloride 56-23-5 <0.000987 0.00494 0.000987 mg/kg 02.16,15 20:56 U 1 Chlorobenzene 108-90-7 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Chloroethane 75-00-3 <0.00197 0.00987 0.00197 mg/kg 02.16.15 20:56 U I Chloroform 67-66-3 0.00107 0.00494 0.000987 mg/kg 02.16.15 20:56 J 1 Methyl Chloride 74-87-3 <0.00197 0.00987 0.00197 mg/kg 02.16.15 20:56 U 1 2-Chlorotoluene 95-49-8 <0 000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 4-Chlorotoluene 106-43-4 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.000987 0.00494 0.000987 mg/kg 02,16.15 20:56 U I 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000866 0.00494 0.000866 mg/kg 02.16.15 20:56 U 1 Dibromochloromethane 124-48-1 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,2-Dibromoethane 106-93-4 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Methylene bromide 74-95-3 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,2-Dichlorobenzene 95-50-1 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,3-Dichlorobenzene 541-73-1 <0.000987 0.00494 0,000987 mg/kg 02.16.15 20:56 U 1 1,4-Dichlorobenzene 106-46-7 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Dichlorodifluoromethane 75-71-8 <0.000987 0.00494 0.000987 mg/kg 02,16.15 20:56 U 1 1,2-Dichloroethane 107-06-2 <0.000987 0.00494 0.000987 mg/kg 02,16.15 20:56 U 1 1,1-Dichloroethane 75-34-3 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 trans-1,2-dichloroethylene 156-60-5 <0.000987 0.00494 0.000987 mg/kg 02,16.15 20:56 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,1-Dichloroethene 75-35-4 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 2,2-Dichloropropane 594-20-7 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,3-Dichloropropane 142-28-9 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,2-Dichloropropane 78-87-5 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 trans-1,3-dichloropropene 10061-02-6 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U I l,l-Dichloropropene 563-58-6 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Ethylbenzene 100-41-4 <0.000987 0.00494 0.000987 mg/kg 02,16.15 20:56 U 1 Hexachlorobutadiene 87-68-3 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Isopropylbenzene 98-82-8 <0 000987 0.00494 0.000987 mg/kg 02,16.15 20:56 U 1 Methylene Chloride 75-09-2 <0.00592 0.00987 0.00592 mg/kg 02.16.15 20:56 U 1 MTBE 1634-04-4 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Naphthalene 91-20-3 <0.00197 0.00987 0.00197 mg/kg 02.16.15 20:56 U 1 n-Propylbenzene 103-65-1 <0.000987 0.00494 0.000987 mg/kg 02.16,15 20:56 U 1 Page 30 of 107 Final 1.001 Certificate of Analytical Results PJN 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-8 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502409-009 Date Collected: 02.13.15 11.10 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 9.56 Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Tetrachloroethylene 127-18-4 <0.00197 0.00494 0.00197 mg/kg 02.16.15 20:56 U I Toluene 108-88-3 0.00220 0.00494 0,000987 mg/kg 02.16.15 20:56 J 1 1,2,3-Trichlorobenzene 87-61-6 <0 000987 0.00494 0.000987 mg/kg 02,16.15 20:56 U I 1,2,4-Trichlorobenzene 120-82-1 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,1,2-Trichloroethane 79-00-5 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U I 1,1,1-Trichloroethane 71-55-6 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Trichloroethylene 79-01-6 <0.000987 0.00494 0.000987 mg/kg 02 16.15 20:56 U 1 Trichlorofluoromethane 75-69-4 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 1,2,3-Trichloropropane 96-18-4 <0.000179 0.00494 0.000179 mg/kg 02.16.15 20:56 U 1 1,2,4-Trimethylbenzene 95-63-6 0.00107 0.00494 0.000987 mg/kg 02.16,15 20:56 1 1 1,3,5-Trimethylbenzene 108-67-8 <0.000987 0.00494 0.000987 mg/kg 02.16.15 20:56 U 1 Vinyl Chloride 75-01-4 <0.000395 0.00197 0.000395 mg/kg 02.16.15 20:56 U 1 o-Xylene 95-47-6 0.00147 0.00494 0.000987 mg/kg 02.16.15 20:56 J 1 m,p-Xylenes 179601-23-1 <0.00197 0.00987 0.00197 mg/kg 02.16.15 20:56 U 1 Surrogate °/u Recovery Limits Units Analysis Date Flag Dibromofluoromethane 102 65 - 135 % 1,2-Dichloroethane-D4 100 73 - 131 % Toluene-138 104 78 - 138 % 4-Bromofluorobenzene 109 81 - 135 % Page 31 of 107 Final 1.001 Sample Id: SB-9 (1.5-4) Lab Sample Id: 502409-010 Analytical Method- TPH by Texasl005 Analyst: LEO Seq Number: 961970 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.13.15 12.25 % Moist: 10.83 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Number Result MQL PHC612 <8.39 56.0 PHCG1028 <7.22 56.0 PHCG2835 <7.22 56.0 PHC635 <7.22 % Recovery 99 90 Sample Depth: 1.5 - 4 ft Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: LEO r�u Analysis Factor SDL Units Date FlagDil 8.39 mg/kg 02.16.15 20:21 U 1 7.22 mg(kg 02.16.15 20:21 U 1 7.22 mg(kg 02.16.15 20:21 U 1 7.22 mg(kg 02.16.15 20:21 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 32 of 107 Final 1.001 • Certificate of Analytical Results 4enk r4fii J& r�u 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-9 (1.5-4) Matrix: Soil Sample Depth: 1.5 - 4 ft Lab Sample Id: 502409-010 Date Collected: 02.13.15 12.25 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 10.83 Tech: JBU Seq Number: 962224 Date Prep: 02.19.15 11.00 Prep seq: 688766 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Bromobenzene 108-86-1 <0.00112 0.00561 0.00112 mg/kg 02.191519:52 U 1 Bromochloromethane 74-97-5 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Bromodichloromethane 75-27-4 <0.00112 0.00561 0.00112 mg/kg 02.19.1519:52 U 1 Bromoform 75-25-2 <0.00112 0.00561 0.00112 mg/kg 02.19.1519:52 U 1 Methyl bromide 74-83-9 <0.00112 0.00561 0.00112 mg/kg 02 19.15 19:52 U 1 tert-Butylbenzene 98-06-6 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Sec-Butylbenzene 135-98-8 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U I n-Butylbenzene 104-51-8 <0.00112 0.00561 0.00112 mg/kg 02.19.1519:52 U 1 Carbon Tetrachloride 56-23-5 <0.00112 0.00561 0,00112 mg/kg 02.19.15 19:52 U 1 Chlorobenzene 108-90-7 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Chloroethane 75-00-3 <0.00224 0.0112 0.00224 mg/kg 02.19.15 19:52 U 1 Chloroform 67-66-3 <0.00112 0.00561 0.00112 mg/kg 02.19.1519:52 U 1 Methyl Chloride 74-87-3 <0.00224 0.0112 0.00224 mg/kg 02.19.15 19:52 U 1 2-Chlorotoluene 95-49-8 <0.00112 0.00561 0,00112 mg/kg 02.19.15 19:52 U 1 4-Chlorotoluene 106-43-4 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000984 0.00561 0.000984 mg/kg 02.19.15 19:52 U 1 Dibromochloromethane 124-48-1 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,2-Dibromoethane 106-93-4 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Methylene bromide 74-95-3 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,2-Dichlorobenzene 95-50-1 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U I 1,3-Dichlorobenzene 541-73-1 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,4-Dichlorobenzene 106-46-7 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Dichlorodifluoromethane 75-71-8 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,2-Dichloroethane 107-06-2 <0.00112 0.00561 0.00112 mg/kg 02.19.1519:52 U 1 1,1-Dichloroethane 75-34-3 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 cis-1,2-Dichloroethylene 156-59-2 0.0946 0.00561 0.00112 mg/kg 02.19,1519:52 1 l,l-Dichloroethene 75-35-4 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 2,2-Dichloropropane 594-20-7 <0.00112 0.00561 0.00112 mg/kg 02.19.1519:52 U 1 1,3-Dichloropropane 142-28-9 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,2-Dichloropropane 78-87-5 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 trans- l,3-dichloropropene 10061-02-6 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,1-Dichloropropene 563-58-6 <0.00112 0.00561 000112 mg/kg 02.19.15 19:52 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00112 0.00561 0.00112 mg/kg 02.19.1519:52 U 1 Etylbenzene 100-41-4 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Hexachlorobutadiene 87-68-3 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19.52 U 1 Isopropylbenzene 98-82-8 <0.00112 0.00561 0.00112 mg/kg 0219.1519.52 U 1 Methylene Chloride 75-09-2 <0.00673 0.0112 0.00673 mg/kg 02.19.15 19-52 U 1 MTBE 1634-04-4 0.00550 0.00561 0.00112 mg/kg 02.19.IS 19-52 J 1 Naphthalene 91-20-3 <0.00224 0.0112 0.00224 mg/kg 02.19.1519:52 U I n-Propylbenzene 103-65-1 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Page 33 of 107 Final 1.001 Certificate of Analytical Results a Pl IA 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-9 (1.5-4) Matrix: Soil Sample Depth: 1.5 - 4 ft Lab Sample Id: 502409-010 Date Collected: 02.13.15 12.25 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 10.83 Tech: JBU Seq Number: 962224 Date Prep: 02.19.15 11.00 Prep seq: 688766 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U I Tetrachloroethylene 127-184 0.168 0,00561 0.00224 mg/kg 02.19.15 19:52 1 Toluene 108-88-3 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U I 1,2,3-Trichlorobenzene 87-61-6 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 1,1,2-Trichloroethane 79-00-5 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U I I,1,1-Trichloroethane 71-55-6 <0.00112 0.00561 0.00112 mg/kg 02,19.15 19:52 U 1 Trichloroethylene 79-01-6 0.0326 0.00561 0.00112 mg/kg 02.19.15 19:52 1 Trichlorofluoromethane 75-69-4 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U I 1,2,3-Trichloropropane 96-18-4 <0.000203 0.00561 0.000203 mg/kg 02.19.15 19:52 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00112 0.00561 0.00112 mWkg 02.19.15 19:52 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 Vinyl Chloride 75-01-4 <0.000449 0.00224 0.000449 mg/kg 02.19.15 19:52 U 1 o-Xylene 95-47-6 <0.00112 0.00561 0.00112 mg/kg 02.19.15 19:52 U 1 m,p-Xylenes 179601-23-1 <0.00224 0.0112 0.00224 mg/kg 02.19.1519:52 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 101 65 - 135 % 1,2-Dichloroethane-D4 97 73 - 131 % Toluene-D8 87 78 - 138 % 4-Bromofluorobenzene 96 81 - 135 % Page 34 of 107 Final 1.001 Sample Id: SB-5 Lab Sample Id: 502409-011 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 961985 Parameter C6-C 12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Date Collected: 02.12.15 14.20 % Moist: Date Prep: 02.16.15 14.01 Prepseq: 688622 CAS Number Result MQL PHC612 <0.697 4.68 PHCG1028 <0.604 4.68 PHCG2835 <0.604 4.68 PHC635 <0.604 % Recovery 101 96 Sample Depth: Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 0.697 mg/L 02.17.15 01:23 U 1 0.604 mg/L 02.17.15 01:23 U 1 0.604 mg/L 02.17.15 01:23 U 1 0.604 mg/L 02.17.15 01:23 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 35 of 107 Final 1.001 • Certificate of Analytical Results Alin t 1 cn�,nn era. W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-5 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-011 Date Collected: 02.12.15 14.20 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962061 Date Prep: 02.16.15 10.00 Prep seq: 688672 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02,16.15 18:54 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02,16.15 18:54 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 0.00100 mg/L 0116.15 18:54 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U I Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.16.15 18:54 U I Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02,16.15 18:54 U 1 Methyl Chloride 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.16.15 18:54 U 1 2-Chlorotoluene 95-49-8 <0.00100 0,00500 0.00100 mg/L 02.16.15 18:54 U 1 4-Chlorotoluene 106-43-4 <0.00100 000500 0.00100 mg/L 02.16.15 18:54 U 1 p-Cymene (p-Isopropyl toluene) 99-87-6 <0.00100 0,00500 0.00100 mg/L 02.16.15 18:54 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.16.15 18:54 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 000500 0.00100 mg/L 02.16.15 18:54 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 000500 0.00100 mg/L 02.16.15 18:54 U 1 I,1-Dichloroethane 75-34-3 <0.00100 000500 0.00100 mg/L 02.16.15 18:54 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,1-Dichloroethee 75-35-4 <0 00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02,16.15 18:54 U I trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 cis-1,3-Di chloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02,16.15 18:54 U 1 Ethylbenzene 100-41-4 <0 00100 0.00500 0.00100 mg/L 02,16.15 18:54 U I Hexachlorobutadiene 87-68-3 <0 00100 0.00500 0.00100 mg/L 02,16.15 18:54 U 1 Isopropylbenzene 98-82-8 <0 00100 0.00500 0.00100 mg/L 02,16.15 18:54 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.16.15 18:54 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.16.15 18:54 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 Page 36 of 107 Final 1.001 U-4 IL • Certificate of Analytical Results r�u 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-5 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-011 Date Collected: 02.12.15 14.20 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962061 Date Prep: 02.16.15 10.00 Prep seq: 688672 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 000500 0.00100 mg/L 02.16.15 18:54 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 000500 0.00100 mg/L 02.16.15 18:54 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0,00100 mg/L 02.16.15 18:54 U 1 Tetra chloroethylene 127-18-4 0.00273 0.00500 0.00200 mg/L 02.16.1518:54 J 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.16.15 18:54 U I 1,2,3-Trichlorobenzene 87-61-6 <0 00100 0.00500 000100 mg/L 02.16.15 18.54 U I 1,2,4-Trichlorobenzene 120-82-1 <0 00100 0.00500 000100 mg/L 02.16.15 18:54 U I 1,1,1-Trichloroethane 71-55-6 <0 00100 0.00500 0.00100 mg/L 02.16 15 18 54 U 1 1,1,2-Trichloroethane 79-00-5 <0 00100 0.00500 0.00100 mg/L 02.16.15 18 54 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.161518.54 U 1 Trichlorofluoromethane 75-69-4 <0 00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.16 15 18 54 U 1 1,2,4-Trimethylbenzene 95-63-6 <0 00100 0.00500 0.00100 mg/L 02.16.15 18.54 U 1 1,3,5-Trimethylbenzene 108-67-8 <0 00100 0.00500 0.00100 mg/L 02.16.15 18:54 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02,16.15 18 54 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 0216.1518:54 U 1 Vinyl Chloride 75-01-4 <0 000400 0.00200 0.000400 mg/L 02.16.15 18:54 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 94 61 - 132 % 1,2-Dichloroethane-D4 91 76 - 118 % Toluene-D8 102 74 - 130 % 4-Bromofluorobenzene 100 76 - 126 % Page 37 of 107 Final 1.001 Sample Id: SB-6 Lab Sample Id: 502409-012 Analytical Method: TPH by Texas1005 Analyst: Soz Seq Number: 962114 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Date Collected: 02.12.15 14.40 % Moist: Date Prep: 02.17.15 15.20 Prep seq: 688696 Sample Depth: Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: Soz rau CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <0.698 4.69 0.698 mg/L 02.17.15 20:59 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <0.605 4.69 0.605 mg/L 02.17.15 20:59 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <0.605 4.69 0.605 mg/L 02.17.15 20:59 U 1 Total TPH 1005 PHC635 <0.605 0.605 mg/L 02.17.15 20:59 U Surrogate %Recovery Limits Units Analysis Date Flag o-Terphenyl 84 75 - 125 % 1-Chlorooctane 81 75 - 125 % Page 38 of 107 Final 1.001 • Certificate of Analytical Results a J& PJN 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-6 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-012 Date Collected: 02.12.15 14.40 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prepseq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0,00500 000100 mg/L 02.18.15 18:42 U 1 Bromobenzene 108-86-1 <0.00100 0,00500 0.00100 mg/L 02.18.15 18:42 U 1 Bromochloromethane 74-97-5 <0.00100 000500 000100 mg/L 02.18.15 18:42 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:42 U 1 Bromoform 75-25-2 <0.00100 000500 0.00100 mg/L 02.18.15 18:42 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 000100 mg/L 02.18.15 18:42 U 1 n-Butylbenzene 104-51-8 <0.00100 000500 0.00100 mg/L 02.18.15 18:42 U 1 Sec-Butylbenzene 135-98-8 <0.00100 000500 0.00100 mg/L 02.18.15 18:42 U 1 tert-Butylbenzene 98-06-6 <0.00100 000500 0.00100 mg/L 02.18.15 18:42 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0,00500 000100 mg/L 02.18.15 18:42 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:42 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.18.15 18:42 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:42 U 1 Methyl Chloride 74-87-3 <0.00200 0.00500 000200 mg/L 02.18.15 18:42 U 1 2-Chlorotoluene 95-49-8 <0.00100 0,00500 000100 mg/L 02.18.15 18:42 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0,00100 mg/L 02.18.15 18:42 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0,00100 mg/L 02.18.15 18:42 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:42 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 000500 0.00224 mg/L 02.18 15 18.42 U 1 1,2-Dibromoethane 106-93-4 <0 00100 000500 000100 mg/L 02.18.15 1842 U 1 Methylene bromide 74-95-3 <0 00100 0.00500 000100 mg/L 02.18 15 18:42 U I 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 000100 mg/L 02.18.15 18:42 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:42 U 1 1,4-Dichlorobenzene 106-46-7 <0 00100 0.00500 000100 mg/L 02.18.15 18:42 U 1 Dichlorodifluoromethane 75-71-8 <0 00100 0.00500 000100 mg/L 02.18.15 18:42 U 1 1,1-Dichloroethane 75-34-3 <0 00100 0.00500 000100 mg/L 02.18.15 18:42 U 1 1,2-Dichloroethane 107-06-2 <0 00100 0.00500 000100 mg/L 02.18 15 1842 U 1 I,1-Dichloroethene 75-35-4 <0.00100 0.00500 0,00100 mg/L 02.18.15 18:42 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 000500 0.00100 mg/L 02 18 15 18-42 U 1 trans-1,2-dichloroethylene 156-60-5 <0 00100 0.00500 0.00100 mg/L 02.18 15 1842 U 1 1,2-Dichloropropane 78-87-5 <0 00100 0.00500 000100 mg/L 02.18.15 18.42 U I 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 0218151842 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02 18 15 1842 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02 18 15 18.42 U I cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02 18.15 1842 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 0218.1518.42 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.18.1518'42 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 0118.1518.42 U 1 Isopropyl benzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 0218.1518:42 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.18.15 18:42 U 1 MTBE 1634-04-4 <0 00100 000500 000100 mg/L 02.18.15 18:42 U 1 Naphthalene 91-20-3 <0 00200 0.00500 000200 mg/L 02.18 15 1842 U 1 n-Propylbenzene 103-65-1 <0 00100 0.00500 000100 mg/L 02.18.15 18:42 U 1 Page 39 of 107 Final 1.001 Certificate of Analytical Results 0,41 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-6 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-0I2 Date Collected: 02.12.15 14.40 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0,00100 mg/L 02.18.1518:42 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0,00100 mg/L 02,18.1518:42 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.18.1518:42 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 000200 mg/L 02 18.15 18:42 U I Toluene 108-88-3 0.00206 0.00500 0,00100 mg/L 02,18.15 18:42 J 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.18.1518:42 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 000100 mg/L 02 18.15 18:42 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0,00100 mg/L 02.18.1518:42 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 000100 mg/L 0218.1518.42 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.18.1518:42 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 000100 mg/L 02 18.15 18:42 U 1 1,2,3-Trichloropropane 96-18-4 <0 000822 0.00500 0000822 mg/L 02 1 & 15 18:42 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0,00100 mg/L 0218.1518:42 U 1 1,3,5-Trimethylbenzene 108-67-8 <0 00100 0.00500 000100 mg/L 02 1 & 15 18:42 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.18.1518:42 U I m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02,18.151842 U I Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.18.15 18.42 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 61 - 132 % 1,2-Dichloroethane-D4 105 76 - 118 % Toluene-D8 99 74 - 130 % 4-Bromofluorobenzene 99 76 - 126 % Page 40 of 107 Final 1.001 Sample Id: SB-7 Lab Sample Id: 502409-013 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 961985 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Date Collected: 02.13.15 13.55 % Moist: Date Prep: 02.16.15 14.01 Prep seq: 688622 CAS Number Result MQL PHC612 2.29 4.72 PHCG1028 <0.609 4.72 PHCG2835 <0.609 4.72 PHC635 2.29 % Recovery 100 94 Sample Depth: Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: SOZ v�u Analysis Dil Factor SDL Units Date Flag 0.702 mg/L 02.17.15 02:19 J 1 0.609 mg/L 02,17.15 02:19 U 1 0.609 mg/L 02.17.15 02:19 U 1 0.609 mg/L 02.17.15 02:19 J Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 41 of 107 Final 1.001 ,( j&• Certificate of Analytical Results ii� CWIA!1n ., a'wr W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-7 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-013 Date Collected: 02.13.15 13.55 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Bromobenzene 108-86-1 <0.00100 000500 0.00100 mg/L 02.18.15 18:56 U 1 Bromochloromethane 74-97-5 <0.00100 000500 0.00100 mg/L 02.18.15 18:56 U 1 Bromodichloromethane 75-27-4 <0 00100 000500 0.00100 mg/L 02.18.15 18:56 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02,18.15 18:56 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 0,00100 mg/L 02.18.15 18:56 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02,18,1518:56 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Chloroethane 75-00-3 <0.00200 0,00500 0.00200 mg/L 02.18.15 18:56 U 1 Chloroform 67-66-3 0.00362 0.00500 0.00100 mg/L 02.18.15 18:56 J 1 Methyl Chloride 74-87-3 <0.00200 0,00500 0.00200 mg/L 02.18.15 18:56 U 1 2-Chlorotoluene 95-49-8 <0.00100 000500 0.00100 mg/L 02.18.15 18:56 U 1 4-Chlorotoluene 106-43-4 <0.00100 000500 0.00100 mg/L 02.18.15 18:56 U I p-Cymene (p-lsopropyltoluene) 99-87-6 <0.00100 0,00500 0.00100 mg/L 02.18.15 18:56 U I Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.18.15 18:56 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02,18.15 18:56 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 000500 0.00100 mg/L 02.18.15 18:56 U 1 1,1-Dichloroethane 75-34-3 <0.00100 000500 0.00100 mg/L 02.18.15 18:56 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0,00500 0.00100 mg/L 02,18.15 18:56 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U I cis-1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02,18,1518:56 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1, 1 -Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.18,1518:56 U 1 cis- 1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 trans- l,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.18.1518:56 U 1 Ethylbenzene 100-41-4 <0 00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Hexachlorobutadiene 87-68-3 <0 00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02,18.15 18:56 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.18.15 18:56 U I MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.18.15 18:56 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Page 42 of 107 Final 1.001 Certificate of Analytical Results 104A 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-7 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-013 Date Collected: 02.13.15 13.55 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 18 56 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.18.15 18:56 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.18,1518:56 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.18.15 18:56 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 18:56 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.18.15 18:56 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.18.15 18:56 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 106 61 - 132 % 1,2-Dichloroethane-D4 108 76 - 118 % Toluene-D8 102 74 - 130 % 4-Bromofluorobenzene 102 76 - 126 % Page 43 of 107 Final 1.001 Sample Id: SB-8 Lab Sample Id: 502409-014 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 961985 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Date Collected: 02.13.15 14.35 % Moist: Date Prep: 02.16.15 14.01 Prep seq: 688622 CAS Number Result MQL PHC612 <0.710 4.77 PHCG1028 <0.615 4.77 PHCG2835 <0.615 4.77 PHC635 <0.615 % Recovery 115 107 Sample Depth: Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: SOZ r�u Analysis Dil Factor SDL Units Date Flag 0.710 mg/L 02.17.15 02:38 U 1 0.615 mg/L 02.17.15 02:38 U 1 0.615 mg/L 02.17.15 02:38 U 1 0.615 mg/L 02.17.15 02:38 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 44 of 107 Final 1.001 • Certificate of Analytical Results ` ' 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-8 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-014 Date Collected: 02.13.15 14.35 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962I78 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0 00100 0.00500 000100 mg/L 02 18 15 19:09 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.181519:09 U 1 Bromochloromethane 74-97-5 <0 00100 0.00500 0.00100 mg/L 02.18.15 19.09 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.18.1519.09 U 1 Bromoform 75-25-2 <0.00100 000500 0.00100 mg/L 02.1815 19:09 U 1 Methyl bromide 74-83-9 <0.00100 000500 0.00100 mg/L 02.18 15 19:09 U 1 n-Butylbenzene 104-51-8 <0.00100 000500 0.00100 mg/L 02.18 15 19:09 U 1 S ec-B utyl benzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.18.151909 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 Methyl Chloride 74-87-3 <0 00200 0.00500 000200 mg/L 02 18.15 19:09 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 000100 mg/L 02 1 & 15 19:09 U 1 4-Chlorotoluene 106-43-4 <0 00100 0.00500 000100 mg/L 02 1 & 15 19:09 U I p-Cymene (p-Isopropyltoluene) 99-87-6 <0 00100 0.00500 000100 mg/L 02 18.15 19:09 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.18.1519.09 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0 00224 0.00500 000224 mg/L 02.18 15 19.09 U 1 1,2-Dibromoethane 106-93-4 <0 00100 0.00500 000100 mg/L 02 18 15 19:09 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 000100 mg/L 02.18 15 19:09 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.18.1519.09 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.181519:09 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 000500 0.00100 mg/L 02.18 15 19:09 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 000500 0.00100 mg/L 02.18.15 19:09 U 1 1,1-Dichloroethane 75-34-3 <0.00100 000500 0.00100 mg/L 02.18.151909 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 0118.1519:09 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 000500 0.00100 mg/L 02.18.15 1909 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00100 000500 0.00100 mg/L 02 18.15 19:09 U 1 1,2-Dichloropropane 78-87-5 <0 00100 0.00500 0.00100 mg/L 02 18.15 19:09 U 1 1,3-Dichloropropane 142-28-9 <0 00100 0.00500 000100 mg/L 02 18.15 19:09 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 0218.1519:09 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02 1 & 15 19:09 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 000100 mg/L 02 18 15 19:09 U 1 trans-1,3-dwhloropropene 10061-02-6 <0.00100 0.00500 000100 mg/L 02 1 & 15 19:09 U 1 Ethylbenzene 100-41-4 <0 00100 0.00500 000100 mg/L 02 18.15 1909 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 000100 mg/L 02 18.15 1909 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 000100 mg/L 02 18.15 19:09 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 000500 mg/L 02 18 15 1909 U 1 MTBE 1634-04-4 <0.00100 0.00500 000100 mg/L 02 18.15 1909 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 0218.1519:09 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02,18.15 19.09 U 1 Page 45 of 107 Final 1.001 Y i Certificate of Analytical Results !� PJL\ 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-8 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-014 Date Collected: 02.13.15 14.35 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 000500 0.00100 mg/L 02.18.15 19:09 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 Tetrachloroethylene 127-18-4 <0.00200 000500 0.00200 mg/L 02.18.15 19:09 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02,18.15 19:09 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0,00100 mg/L 02,18.1519:09 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U I 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.18,1519:09 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:09 U 1 1,3,5-Trimethyl benzene 108-67-8 <0.00100 000500 0.00100 mg/L 02.18.15 19:09 U 1 o-Xylene 95-47-6 <0 00100 000500 0.00100 mg/L 02.18.15 19:09 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.18.15 19:09 U 1 Vinyl Chloride 75-01-4 <0.000400 0,00200 0.000400 mg/L 02.18.15 19:09 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 106 61 - 132 % 1,2-Dichloroethane-D4 109 76 - 118 % Toluene-D8 102 74 - 130 % 4-Bromofluorobenzene 104 76 - 126 % Page 46 of 107 Final 1.001 Sample Id: SB-9 Lab Sample Id: 502409-015 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 961985 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Date Collected: 02.13.15 14.55 % Moist: Date Prep: 02.16.15 14.01 Prep seq: 688622 CAS Number Result MQL PHC612 <0.696 4.68 PHCG1028 <0.603 4.68 PHCG2835 <0.603 4.68 PHC635 <0 603 % Recovery 123 119 Sample Depth: Date Received: 02.13.15 16.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 0.696 mg/L 02,17.15 13:37 U 1 0.603 mg/L 02.17.15 13:37 U 1 0.603 mg/L 02.17.1513.37 U 1 0.603 mg/L 02.17.1513:37 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 47 of 107 Final 1.001 • Certificate of Analytical Results nu ` 1 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-9 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-015 Date Collected: 02.13.15 14.55 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 000500 0.00100 mg/L 02.18 15 19.23 U 1 Bromobenzene 108-86-1 <0.00100 000500 0.00100 mg/L 02 18 15 19:23 U 1 Bromochloromethane 74-97-5 <0.00100 000500 0.00100 mg/L 02.18 15 19:23 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02 18 15 19:23 U 1 Bromoform 75-25-2 <0.00100 000500 000100 mg/L 02 18.15 19:23 U I Methyl bromide 74-83-9 <0.00100 000500 0.00100 mg/L 02 18.15 19:23 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 000100 mg/L 02.18.15 19:23 U 1 Sec-Butylbenzene 135-98-8 <0.00100 000500 0.00100 mg/L 02 18.15 19:23 U 1 tert-Butylbenzene 98-06-6 <0.00100 000500 0.00100 mg/L 02.18.15 19:23 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0,00500 0.00100 mg/L 02,18.15 19:23 U 1 Chlorobenzene 108-90-7 <0 00100 000500 0.00100 mg/L 02.18.15 19.23 U 1 Chloroethane 75-00-3 <0 00200 0.00500 0.00200 mg/L 02.18.15 19.23 U 1 Chloroform 67-66-3 <0 00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 Methyl Chloride 74-87-3 <0.00200 000500 0.00200 mg/L 02.181519'23 U 1 2-Chlorotoluene 95-49-8 <0.00100 000500 0.00100 mg/L 02.18 15 19 23 U 1 4-Chlorotoluene 106-43-4 <0.00100 000500 0.00100 mg/L 02.18 15 19:23 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 000500 0.00100 mg/L 02.18 15 19 23 U 1 Dibromochloromethane 124-48-1 <0.00100 000500 0.00100 mg/L 02.18 15 19.23 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 000500 0.00224 mg/L 02.18 15 19:23 U 1 1,2-Dibromoethane 106-93-4 <0 00100 0,00500 0.00100 mg/L 02.18.15 19.23 U 1 Methylene bromide 74-95-3 <0.00100 000500 0.00100 mg/L 02.18.15 19:23 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 000500 0.00100 mg/L 02 18.15 19:23 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 000500 0.00100 mg/L 021&151923 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 000500 000100 mg/L 02,18.15 19:23 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 000100 mg/L 02.18.15 19:23 U 1 I,1-Dichloroethane 75-34-3 <0.00100 000500 000100 mg/L 02,18.15 19:23 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 000100 mg/L 02 18.15 19:23 U 1 1,1-Diehl oroethene 75-35-4 <0.00100 0.00500 0,00100 mg/L 0218.1519:23 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 000500 000100 mg/L 02.18.15 19:23 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00100 000500 000100 mg/L 02.18.15 19:23 U 1 1,2-Dichloropropane 78-87-5 <0.00100 000500 0.00100 mg/L 02 1 & 15 19:23 U 1 1,3-Dichloropropane 142-28-9 <0.00100 000500 0.00100 mg/L 02 1 & 15 1923 U 1 2,2-Dichloropropane 594-20-7 <0.00100 000500 0.00100 mg/L 02.18.15 19:23 U 1 1,I-Dichloropropene 563-58-6 <0.00100 0,00500 0.00100 mg/L 0218.1519:23 U 1 cis-1,3-Dichloropropene 10061-01-5 <0 00100 000500 000100 mg/L 02.18.15 19:23 U I trans-1,3-dichloropropene 10061-02-6 <0 00100 000500 0.00100 mg/L 0218.151923 U 1 Ethylbenzene 100-41-4 <0 00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 Hexachlorobutadiene 87-68-3 <0.00100 000500 0.00100 mg/L 02.18.15 19:23 U I Isopropylbenzene 98-82-8 <0.00100 000500 0.00100 mg/L 02.18.15 19:23 U I Methylene Chloride 75-09-2 <0.00500 00100 0.00500 mg/L 02.18.15 19:23 U I MTBE 1634-04-4 <0 00100 000500 0.00100 mg/L 02 18.15 19:23 U I Naphthalene 91-20-3 <0 00200 0.00500 0.00200 mg/L 02 18.15 19:23 U 1 n-Propylbenzene 103-65-1 <0.00100 000500 0.00100 mg/L 02.18.15 19:23 U I Page 48 of 107 Final 1.001 Certificate of Analytical Results 101 AL ru ,�.. 502409 e" "'" W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-9 Matrix: Ground Water Sample Depth: Lab Sample Id: 502409-015 Date Collected: 02.13.15 14.55 Date Received: 02.13.15 16.32 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02. 18.15 19:23 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.18.15 19:23 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02,18.15 19:23 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.18.1519:23 U I Trichlorofluoromethane 75-694 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.18.15 19:23 U I 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 19:23 U I m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.18.15 19:23 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.18.15 19:23 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 106 61 - 132 % 1,2-Dichloroethane-D4 107 76 - 118 % Toluene-D8 99 74 - 130 % 4-Bromofluorobenzene 104 76 - 126 % Page 49 of 107 Final 1.001 Certificate of Analytical Results es j 0.4 502409 -u'H W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688613-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 688613-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prep seq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0 00100 0.00500 000100 mg/kg 02 16.15 11 22 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 000100 mg/kg 0116.15 11:22 U 1 Bromochloromethane 74-97-5 <0 00100 0.00500 000100 mg/kg 02.16.15 11:22 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/kg 02.16.1511:22 U I Bromoform 75-25-2 <0.00100 0.00500 0,00100 mg/kg 02.16.1511:22 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 000100 mg/kg 02.16.15 11:22 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 000100 mg/kg 02.16.15 11:22 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 000100 mg/kg 02.16.15 11:22 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 000100 mg/kg 02.16.15 11:22 U 1 Chloroethane 75-00-3 <0.00200 0.0100 0.00200 mg/kg 02.16.15 11:22 U 1 Chloroform 67-66-3 <0.00100 0.00500 000100 mg/kg 02.16.15 11:22 U 1 Methyl Chloride 74-87-3 <0.00200 0.0100 0.00200 mg/kg 02.16.15 11:22 U 1 2-Chlorotoluene 95-49-8 <0.00100 000500 0.00100 mg/kg 02 16.15 11.22 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 000500 0.00100 mg/kg 02.16.15 11:22 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000877 0.00500 0.000877 mg/kg 02161511:22 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/kg 02.161511:22 U 1 1,2-Dibromoethane 106-93-4 <0.00100 000500 0.00100 mg/kg 02 16.15 11:22 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg/kg 02 16 15 11:22 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 000500 0.00100 mg/kg 02.16.15 11:22 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 000500 0.00100 mg/kg 02,16.15 11:22 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 000500 0.00100 mg/kg 02.16.15 11:22 U 1 Dichlorodifluoromethane 75-71-8 <0 00100 0.00500 0.00100 mg/kg 02 16.15 11:22 U 1 1,2-Dichloroethane 107-06-2 <0 00100 0.00500 0.00100 mg/kg 02 16 15 11:22 U 1 1,1-Dichloroethane 75-34-3 <0 00100 000500 0.00100 mg/kg 02.16.15 11:22 U 1 trans-1,2-dichloroethylene 156-60-5 <0 00100 0,00500 0.00100 mg/kg 02.16 15 11:22 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 000500 0.00100 mg/kg 02.16 15 11:22 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 2,2-Dichloropropane 594-20-7 <0.00100 000500 0.00100 mg/kg 02.16 15 11:22 U 1 1,3-Dichloropropane 142-28-9 <0.00100 000500 0.00100 mg/kg 02.16.1511:22 U 1 1,2-Dichloropropane 78-87-5 <0.00100 000500 0.00100 mg/kg 02.16 15 11:22 U 1 trans-1,3-dichloropropene 10061-02-6 <0 00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 I,1-Dichloropropene 563-58-6 <0 00100 000500 0.00100 mg/kg 02.16.1511:22 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 000500 0.00100 mg/kg 02.16.15 11:22 U 1 Ethylbenzene 100-41-4 <0 00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 Hexachlorobutadiene 87-68-3 <0.00100 000500 0.00100 mg/kg 02.16.15 11:22 U I Isopropyl benzene 98-82-8 <0.00100 000500 0.00100 mg/kg 02.16.15 11:22 U 1 Methylene Chloride 75-09-2 <0.00600 0.0100 0.00600 mg/kg 02.16.15 11:22 U 1 MTBE 1634-04-4 <0 00100 000500 000100 mg/kg 02.16.15 11:22 U 1 Naphthalene 91-20-3 <0 00200 00100 000200 mg/kg 02.16.15 11:22 U 1 n-Propylbenzene 103-65-1 <0 00100 0,00500 000100 mg/kg 02.16.15 11:22 U 1 Page 50 of 107 Final 1.001 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688613-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 688613-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 961968 Date Prep: 02.16.15 11.22 Prepseq: 688613 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0,00200 mg/kg 02.16.15 11:22 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/kg 02,16.1511:22 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0,00100 mg/kg 02.16.15 11:22 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/kg 02.16.1511:22 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 Trichlorofluoromethane 75-694 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 1,2,3-Trichloropropane 96-18-4 <0.000181 0.00500 0.000181 mg/kg 02,16.1511:22 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U I 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 Vinyl Chloride 75-01-4 <0 000400 0.00200 0.000400 mg/kg 02.16.15 11:22 U I o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/kg 02.16.15 11:22 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/kg 02.16.15 11:22 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 99 65 - 135 % 1,2-Dichloroethane-D4 101 73 - 131 % Toluene-D8 103 78 - 138 % 4-Bromofluorobenzene 102 81 - 135 % Page 51 of 107 Final 1.001 go Certificate of Analytical Results AL* r�u 502409 -� W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688614-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 688614-1-BLK Date Collected: Date Received: Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: LEO % Moist: Tech: LEO Seq Number: 961970 Date Prep: 02.16.15 11.00 Prep seq: 688614 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <7.49 50.0 7.49 mg/kg 02.16.15 11:30 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <6.44 50.0 6.44 mg/kg 02.16.15 11:30 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <6.44 50.0 6.44 mg/kg 02.16.15 11:30 U 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 111 70- 130 % 1-Chlorooctane 102 70 - 130 % Sample Id: 688622-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688622-1-BLK Date Collected: Date Received: Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: SOZ % Moist: Tech: SOZ Seq Number: 961985 Date Prep: 02.16.15 14.01 Prep seq: 688622 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <0.744 5.00 0.744 mg7L 02.16.15 20:59 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <0.645 5.00 0.645 mg7L 02.16.15 20:59 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <0.645 5.00 0.645 mg7L 02.16.15 20:59 U 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 118 75 - 125 % 1-Chlorooctane 112 75 - 125 % Page 52 of 107 Final 1.001 Certificate of Analytical Results nu wu� 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688672-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688672-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962061 Date Prep: 02.16.15 11.00 Prep seq: 688672 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.16 15 11 22 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.16.151122 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 0216.1511:22 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02 16.15 11 22 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02 16.15 11 22 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 000100 mg/L 02 16.15 11 22 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 000100 mg/L 0216.1511:22 U 1 Sec -Butyl benzene 135-98-8 <0.00100 000500 0.00100 mg/L 02.16.15 11 22 U 1 tert-Butylbenzene 98-06-6 <0.00100 000500 0.00100 mg/L 02 16.15 11:22 U 1 Carbon Tetrachloride 56-23-5 <0.00100 000500 0.00100 mg/L 02,16.15 11:22 U 1 Chlorobenzene 108-90-7 <0.00100 000500 0.00100 mg/L 02.16.15 11.22 U 1 Chloroethane 75-00-3 <0.00200 0.00500 000200 mg/L 02.16 15 11:22 U 1 Chloroform 67-66-3 <0 00100 000500 0,00100 mg/L 02.16.15 11.22 U 1 Methyl Chloride 74-87-3 <0.00200 000500 0.00200 mg/L 02 16 15 11:22 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 000100 mg/L 02.16 15 11:22 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 000100 mg/L 02.16 15 11:22 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/L 02.16 15 11:22 U 1 Dibromochloromethane 124-48-1 <0 00100 000500 0.00100 mg/L 02.16.15 11:22 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.16.1511.22 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 11:22 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.16.15 11:22 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.16.15 11:22 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 0116.1511:22 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.16.1511:22 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 0216.1511:22 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.16.1511:22 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.16.1511:22 U 1 I,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.16.1511.22 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.16. 15 11:22 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02 16.15 11:22 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 0216.1511:22 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02161511'22 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02 16 15 11:22 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02 16 15 11:22 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02161511'22 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02 16.15 11 22 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.16.151122 U I Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02,16.15 11 22 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 0216.1511:22 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.16.15 11 22 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.16.15 11:22 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mo. 02.16.151122 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02 16.15 11 22 U 1 Page 53 of 107 Final 1.001 • Certificate of Analytical Results rru 502409 -� W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688672-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688672-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962061 Date Prep: 02.16.15 11.00 Prep seq: 688672 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0 00100 0.00500 000100 mg/L 02.16.15 11:22 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 000500 0.00100 mg/L 02.16.1511.22 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0 00100 0.00500 0.00100 mg[L 02.16.15 11:22 U 1 Tetrachloroethylene 127-18-4 <0.00200 000500 0.00200 mg/L 02.16.15 1122 U 1 Toluene 108-88-3 <0 00100 0.00500 0.00100 mg/L 02.16 15 11:22 U 1 1,2,3-Trichlorobenzene 87-61-6 <0 00100 0.00500 0.00100 mg/L 02.16.15 11:22 U 1 1,2,4-Trichlorobenzene 120-82-1 <0 00100 0,00500 0.00100 mg/L 02.16.15 11 22 U 1 1,1,]-Trichloroethane 71-55-6 <0.00100 000500 0.00100 mg/L 02.16.15 11:22 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.16.15 11:22 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 0216.1511:22 U 1 Trichlorofluoromethane 75-69-4 <0.00100 000500 0.00100 mg/L 02,16.15 11:22 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 000500 0,000822 mg/L 02,16.15 11:22 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0,00500 0.00100 mg/L 0216.1511:22 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 000500 0.00100 mg/L 02 16.15 11:22 U 1 o-Xylene 95-47-6 <0 00100 0.00500 0.00100 mg/L 02 16.15 11:22 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02,16.15 11:22 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0000400 mg/L 02 16.15 11:22 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 99 61 - 132 % 1,2-Dichloroethane-D4 101 76 - 118 % Toluene-D8 103 74 - 130 % 4-Bromofluorobenzene 102 76 - 126 % Page 54 of 107 Final 1.001 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688696-1-BLK Matrix: Water Lab Sample Id: 688696-1-BLK Date Collected: Analytical Method: TPH by Texas1005 Analyst: SOZ % Moist: Seq Number: 962114 Date Prep: 02.17.15 15.20 Prep seq: 688696 CAS Parameter Number Result MQL C6-C12 Gasoline Range Hydrocarbons PHC612 <0.744 5.00 C12-C28 Diesel Range Hydrocarbons PHCG1028 <0.645 5.00 C28-05 Oil Range Hydrocarbons PHCG2835 <0.645 5.00 Sample Depth: Date Received: Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 0.744 mg/L 02.17.15 20:02 U 1 0.645 mg/L 02.17.15 20:02 U 1 0.645 mg/L 02.17.15 20:02 U 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 95 75 - 125 % 1-Chlorooctane 92 75 - 125 % Page 55 of 107 Final 1.001 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688748-1-BLK Lab Sample Id: 688748-1-BLK Analytical Method: VOAs by SW-846 8260B Analyst: JBU Seq Number: 962178 Parameter Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Methyl bromide n-Butylbenzene Sec-Butylbenzene tert-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) Dibromoc hloromethane 1,2-Dibromo-3-Chloropropane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorod ifl uoromethane 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethylene trans-1,2-dichloroethylene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1,1-Dichloropropene cis-1,3-Dichloropropene trans-1,3-dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene CAS Number 71-43-2 108-86-1 74-97-5 75-27-4 75-25-2 74-83-9 104-51-8 135-98-8 98-06-6 56-23-5 108-90-7 75-00-3 67-66-3 74-87-3 95-49-8 106-43-4 99-87-6 124-48-1 96-12-8 106-93-4 74-95-3 95-50-1 541-73-1 106-46-7 75-71-8 75-34-3 107-06-2 75-35-4 156-59-2 156-60-5 78-87-5 142-28-9 594-20-7 563-58-6 10061-01-5 10061-02-6 100-41-4 87-68-3 98-82-8 75-09-2 1634-04-4 91-20-3 103-65-1 Matrix: Water Sample Depth: Date Collected: Date Received: Prep Method: 5030B % Moist: Tech: JBU Date Prep: 02.18.15 12.39 Prep seq: 688748 Analysis Dil Factor Result MQL SDL Units Date Flag <0.00100 0.00500 0.00100 mg/L 02.18 15 12 01 U 1 <0.00100 0.00500 0.00100 mg/L 02 18 15 1201 U 1 <0.00100 0.00500 0.00100 mg/L 02.18.15 12 01 U 1 <0.00100 0.00500 0.00100 mg/L 02 18 15 12 01 U 1 <0 00100 0.00500 000100 mg/L 02,18.15 12:01 U 1 <0.00100 0.00500 000100 mg/L 02.18.15 12 01 U 1 <0 00100 0.00500 0.00100 mg/L 02 18.15 1101 U 1 <0.00100 0.00500 0.00100 mg/L 0218.1512:01 U 1 <0.00100 0.00500 000100 mg/L 02.18.15 12:01 U 1 <0.00100 000500 000100 mg/L 02.18.15 12:01 U I <0.00100 0.00500 0,00100 mg/L 0118.1512:01 U 1 <0.00200 000500 0.00200 mg/L 02.18.15 12:01 U 1 <0.00100 000500 0.00100 mg/L 02.18 15 12:01 U 1 <0.00200 0.00500 0.00200 mg/L 02.181512:01 U 1 <0.00100 0.00500 000100 mg/L 02.18.15 12:01 U 1 <0.00100 000500 000100 mg/L 02.18.15 12:01 U 1 <0.00100 000500 0.00100 mg/L 02.18.15 12:01 U 1 <0.00100 000500 0.00100 mg/L 02.18.15 12:01 U 1 <0.00224 000500 0.00224 mg/L 02.18.15 1201 U 1 <0.00100 000500 0.00100 mg/L 02.18.15 12:01 U 1 <0.00100 000500 0.00100 mg/L 02.18.15 12.01 U 1 <0.00100 0.00500 000100 mg/L 02.18 15 1201 U 1 <0.00100 0.00500 000100 mg/L 02.18 15 12.01 U 1 <0.00100 0.00500 0.00100 mg/L 02.18 15 1201 U 1 <0.00100 0,00500 0.00100 mg/L 02.18.15 12:01 U 1 <0.00100 000500 000100 mg/L 02.18 15 1201 U 1 <0.00100 000500 0,00100 mg/L 02.18.15 12:01 U 1 <0.00100 0.00500 000100 mg/L 02.18 15 12:01 U 1 <0.00100 0.00500 000100 mg/L 02.18 15 12:01 U 1 <0.00100 000500 000100 mg/L 02.18 15 1201 U 1 <0.00100 000500 000100 mg/L 02.18.15 12:01 U 1 <0.00100 000500 000100 mg/L 02.18 15 12:01 U 1 <0.00100 0.00500 000100 mg/L 02.18.15 12:01 U 1 <0.00100 0.00500 000100 mg/L 02.18.15 1201 U 1 <0 00100 0.00500 0,00100 mg/L 02.18.15 12:01 U 1 <0 00100 000500 000100 mg/L 02.18.15 12:01 U 1 <0 00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 <0.00100 0.00500 000100 mg/L 02.18.15 12:01 U 1 <0.00100 0.00500 000100 mg/L 02.18.15 12:01 U 1 <0 00500 0.0100 000500 mg/L 02.18.15 12:01 U 1 <0 00100 0.00500 000100 mg/L 02.18.15 12:01 U 1 <0 00200 0.00500 000200 mg/L 02.18.15 12:01 U 1 <0 00100 0.00500 000100 mg/L 02.18.15 12:01 U 1 Page 56 of 107 Final 1.001 Certificate of Analytical Results PJ L1 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688748-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688748-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962178 Date Prep: 02.18.15 12.39 Prep seq: 688748 CAS Analysis Dill Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02,18.15 12:01 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.18.15 12:01 U l Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02,18.15 12:01 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.18.15 12:01 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 1,3,5-Trimethylbenzene 108-67-8 <0 00100 0.00500 0.00100 mg/L 02.18.15 12:01 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.18.15 12:01 U I m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.18.15 12:01 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.18.15 12:01 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 61 - 132 % 1,2-Dichloroethane-D4 102 76 - 118 % Toluene-D8 100 74 - 130 % 4-Bromofluorobenzene 104 76 - 126 % Page 57 of 107 Final 1.001 Certificate of Analytical Results 502409 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688766-1-BLK Lab Sample Id: 688766-1-BLK Analytical Method: VOAs by SW-846 8260B Analyst: JBU Seq Number: 962224 Parameter Benzene Bromobenzene Bromochloromethane B romod i chl oromethane Bromoform Methyl bromide tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chi oropropane Dibromochloromethane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifl uoromethane 1,2-Dichloroethane l , l-Dichloroethane trans-1,2-dichloroethylene cis- 1,2-Dichloroethylene 1,1-Dichloroethee 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene L I-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene CAS Number 71-43-2 108-86-1 74-97-5 75-27-4 75-25-2 74-83-9 98-06-6 135-98-8 104-51-8 56-23-5 108-90-7 75-00-3 67-66-3 74-87-3 95-49-8 106-43-4 99-87-6 96-12-8 124-48-1 106-93-4 74-95-3 95-50-1 541-73-1 106-46-7 75-71-8 107-06-2 75-34-3 156-60-5 156-59-2 75-35-4 594-20-7 142-28-9 78-87-5 10061-02-6 563-58-6 10061-01-5 100-41-4 87-68-3 98-82-8 75-09-2 1634-04-4 91-20-3 103-65-1 Matrix: Solid Date Collected: % Moist: Date Prep: 02.19.15 11.00 Prep seq: 688766 Result MQL SDL <0 00100 0.00500 0.00100 <0 00100 0.00500 0.00100 <0 00100 0,00500 0.00100 <0.00100 000500 0.00100 <0.00100 000500 0.00100 <0.00100 000500 0.00100 <0 00100 0,00500 0.00100 <0 00100 000500 0.00100 <0 00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0 00100 0,00500 0.00100 <0 00200 0.0100 0.00200 <0 00100 000500 0.00100 <0.00200 0.0100 0.00200 <0 00100 0.00500 0.00100 <0 00100 0.00500 0.00100 <0 00100 0,00500 0.00100 <0.000877 000500 0000877 <0 00100 000500 0.00100 <0 00100 0.00500 0.00100 <0.00100 000500 0.00100 <0 00100 0,00500 0.00100 <0.00100 000500 0.00100 <0 00100 0,00500 0.00100 <0.00100 000500 0.00100 <0.00100 0.00500 0.00100 <0 00100 0.00500 0.00100 <0.00100 000500 0.00100 <0 00100 0.00500 0.00100 <0.00100 000500 0.00100 <0 00100 000500 0.00100 <0.00100 0.00500 0.00100 <0 00100 000500 0.00100 <0.00100 000500 0.00100 <0 00100 0,00500 0.00100 <0.00100 000500 0.00100 <0.00100 000500 000100 <0 00100 0.00500 0.00100 <0 00100 0,00500 000100 <0.00600 0.0100 000600 <0.00100 0.00500 0.00100 <0.00200 0.0100 000200 <0.00100 000500 000100 Sample Depth: Date Received: Prep Method: 5030B Tech: JBU Analysis Units Date mg/kg 02 19.15 13 12 mg/kg 02,19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.1513:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13.12 mg/kg 0219.1513:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 0119.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.1513:12 mg/kg 02.19.1513:12 mg/kg 02.19.15 13.12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.1513:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02.19.1513.12 mg/kg 02.19.15 13:12 mg/kg 02 19.15 13:12 mg/kg 0219.1513:12 mg/kg 02 19.15 13:12 mg/kg 02 19.15 13 12 mg/kg 02.19.1513.12 mg/kg 02.19.15 13:12 mg/kg 02 19.15 13 12 mg/kg 02 19.15 13 12 mg/kg 02.19.15 1312 mg/kg 0219.1513.12 mg/kg 0219.1513:12 mg/kg 02.19.15 13:12 mg/kg 02.19 15 13 12 mg/kg 02 19.15 13 12 mg/kg 02.19.15 13:12 mg/kg 02.19.15 13:12 mg/kg 02,19.15 13:12 Z' - L, *' PJ L� Dil Factor Flag U 1 U 1 U 1 U I U t U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 Page 58 of 107 Final 1.001 Certificate of Analytical ResultsQw PJN 502409 - W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688766-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 688766-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962224 Date Prep: 02.19.15 11.00 Prep seq: 688766 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/kg 02,19.15 13:12 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/kg 02,19.1513:12 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/kg 02.19.15 13:12 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/kg 02,19.1513:12 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 1,2,3-Trichloropropane 96-18-4 <0.000181 0.00500 0.000181 mg/kg 02,19.1513:12 U 1 1,2,4-Trimethylbenzene 95-63-6 <0 00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 1,3,5-Trimethylbenzene 108-67-8 <0 00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/kg 0119.15 13:12 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/kg 02.19.15 13:12 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/kg 02.19.15 13:12 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 98 65 - 135 % 1,2-Dichloroethane-D4 96 73 - 131 % Toluene-D8 86 78 - 138 % 4-Bromofluorobenzene 98 81 - 135 % Page 59 of 107 Final 1.001 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method : Percent Moisture by SM2540G Client: W&M Environmental -Ft. Worth Work Order #: 502409 Project ID: 823.029 Max Time Max Time Field Sample ID Date Date Date Holding Held Date Holding Held Collected Received Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days) (Days) SB-5 (3-5) Feb. 12, 2015 Feb. 13, 2015 -eb.18, 2015 28 6 P SB-1 (2.5-5) Feb. 11, 2015 Feb. 13, 2015 -eb.16, 2015 28 5 P SB-7 (5-8) Feb. 13, 2015 Feb. 13, 2015 ?eb.18, 2015 28 5 P SB-2 (15-18) Feb. 11, 2015 Feb. 13, 2015 ?eb.16, 2015 28 5 P SB-4 (8-10) Feb. 12, 2015 Feb. 13, 2015 --eb.16, 2015 28 4 P SB-6 (7 5-10) Feb. 12, 2015 Feb. 13, 2015 --eb.18, 2015 28 6 P SB-8 (5-8) Feb. 13, 2015 Feb. 13, 2015 --eb.18, 2015 28 5 P SB-9 (1 5-4) Feb. 13, 2015 Feb. 13, 2015 7�eb.18, 2015 28 5 P SB-3 (5-8) Feb. 11, 2015 Feb. 13, 2015 Feb.16, 2015 28 5 P Page 60 of 107 Final 1.001 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method: VOAs by SW-846 8260B Client: W&M Environmental -Ft. Worth Work Order #: 502409 Project ID: 823.029 Field Sample ID Date Date Collected Received SB-3 Feb. 11, 2015 Feb. 13, 2015 SB-5 (3-5) Feb. 12, 2015 Feb. 13, 2015 SB-6 (7.5-10) Feb. 12, 2015 Feb. 13, 2015 SB-3 (5-8) Feb. 11, 2015 Feb. 13, 2015 SB-4 (8-10) Feb. 12, 2015 Feb. 13, 2015 SB-9 Feb. 13, 2015 Feb. 13, 2015 SB-5 Feb. 12, 2015 Feb. 13, 2015 SB-1 (2.5-5) Feb. 11, 2015 Feb. 13, 2015 SB-6 Feb. 12, 2015 Feb. 13, 2015 SB-7 Feb. 13, 2015 Feb. 13, 2015 SB-7 (5-8) Feb. 13, 2015 Feb. 13, 2015 SB-8 Feb. 13, 2015 Feb. 13, 2015 SB-2 (15-18) Feb. 11, 2015 Feb. 13, 2015 SB-8 (5-8) Feb. 13, 2015 Feb. 13, 2015 SB-9 (1.54) Feb. 13, 2015 Feb. 13, 2015 Max Time Max Time Date Holding Held Date Holding Held Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (DAys) (Days) (Days) (Days) Feb.16, 2015 14 5 P Feb.16, 2015 14 4 P Feb.16, 2015 14 4 P Feb.16, 2015 14 5 P Feb.16, 2015 14 4 P Feb.18, 2015 14 5 P Feb.16, 2015 14 4 P Feb.16, 2015 14 5 P Feb.18, 2015 14 6 P Feb.18, 2015 14 5 P Feb.16, 2015 14 3 P ,eb.18, 2015 14 5 P eb.19, 2015 14 8 P ,eb.16, 2015 14 3 P ,eb.19, 2015 14 6 P Page 61 of 107 Final 1.001 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Aw Analytical Method : TPH by Texas1005 Client: W&M Environmental -Ft. Worth Work Order #: 502409 Project ID: 823.029 Field Sample ID SB-1 (2.5-5) SB-9 (1.5-4) SB-2 (15-18) SB-4 (8-10) SB-5 (3-5) SB-8 SB-7 (5-8) SB-3 (5-8) SB-8 (5-8) SB-7 SB-3 SB-6 (7.5-10) SB-5 SB-9 SB-6 Date Date Date Collected Received Extracted Feb. 11, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 13, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 11, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 12, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 12, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 13, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 13, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 11, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 13, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 13, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 11, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 12, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 12, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 13, 2015 Feb. 13, 2015 Feb. 16, 2015 Feb. 12, 2015 Feb. 13, 2015 Feb. 17, 2015 F = These samples were analyzed outside the recommended holding time. P = Samples analyzed within the recommended holding time. Max Time Holding Held Date Time Extracte Analyzed Extracted d (Days) (Days) 14 5 --eb.16, 2015 14 3 --eb.16, 2015 14 5 --eb.16, 2015 14 4 -eb.16, 2015 14 4 -eb.16, 2015 14 3 -eb.17, 2015 14 3 --eb.16, 2015 14 5 --eb.16, 2015 14 3 -eb.16, 2015 14 3 - eb.17, 2015 14 5 --eb.17, 2015 14 4 --eb.16, 2015 14 4 --eb.17, 2015 14 3 .eb.17, 2015 14 5 -eb.17, 2015 Max Time Holding Held Time Analyzed Q Analyzed (Days) (Days) 14 0 P 14 0 P 14 0 P 14 0 P 14 0 P 14 1 P 14 0 P 14 0 P 14 0 P 14 1 P 14 1 P 14 0 P 14 1 P 14 1 P 14 0 P Page 62 of 107 Final 1.001 Flagging Criteria X In our quality control review of the data a QC deficiency was observed and flagged as noted. MS/MSD recoveries were found to be outside of the laboratory control limits due to possible matrix /chemical interference, or a concentration of target analyte high enough to affect the recovery of the spike concentration. This condition could also affect the relative percent difference in the MS/MSD. B A target analyte or common laboratory contaminant was identified in the method blank. Its presence indicates possible field or laboratory contamination. D The sample(s) were diluted due to targets detected over the highest point of the calibration curve, or due to matrix interference. Dilution factors are included in the final results. The result is from a diluted sample. E The data exceeds the upper calibration Iimit; therefore, the concentration is reported as estimated. F RPD exceeded lab control limits. J The target analyte was positively identified below the quantitation limit and above the detection limit. U Aalyte was not detected. L The LCS data for this analytical batch was reported below the laboratory control limits for this analyte. The department supervisor and QA Director reviewed data. The samples were either reanalyzed or flagged as estimated concentrations. H The LCS data for this analytical batch was reported above the laboratory control limits. Supporting QC Data were reviewed by the Department Supervisor and QA Director. Data were determined to be valid for reporting. K Sample analyzed outside of recommended hold time. JN A combination of the "N" and the "J" qualifier. The analysis indicates that the analyte is "tentatively identified" and the associated numerical value may not be consistent with the amount actually present in the environmental sample. ** Surrogate recovered outside laboratory control limit. BRL Below Reporting Limit. RL Reporting Limit MDL Method Detection Limit SDL Sample Detection Limit LOD Limit of Detection PQL Practical Quantitation Limit MQL Method Quantitation Limit LOQ Limit of Quantitation DL Method Detection Limit NC Non -Calculable + NELAC certification not offered for this compound. * (Next to analyte name or method description) = Outside XENCO's scope of NELAC accreditation Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Atlanta - Midland/Odessa - Tampa/Lakeland - Phoenix - Latin America 4143 Greenbriar Dr, Stafford, TX 77477 9701 Harry Hines Blvd, Dallas, TX 75220 5332 Blackberry Drive, San Antonio TX 78238 2505 North Falkenbnrg Rd, Tampa, FL 33619 12600 West 1-20 East, Odessa, TX 79765 6017 Financial Drive, Norcross, GA 30071 3725 E. Atlanta Ave, Phoenix, AZ 85040 Phone Fax (281)240-4200 (281)240-4280 (214)902 0300 (214)351-9139 (210)509-3334 (210)509-3335 (813)620-2000 (813)620-2033 (432)563-1800 (432)563-1713 (770)449-8800 (770)449-5477 (602)437-0330 Page 63 of 107 Final 1.001 loberatories Analytical Log Analytical Method: Percent Moisture by SM2540G Batch #: 961922 Project Name: 823.029 Project ID: 823.029 Client Name: W&M Environmental -Ft. Worth WO Number: 502409 Client Sample Id Lab Sample Id QC Types SB-1 (2.5-5) 502409-001 SNIP SB-2 (15-18) 502409-002 SMP SB-3 (5-8) 502409-003 SNIP SB-4 (8-10) 502409-005 SNIP 961922-1-BLK BLK Page 64 of 107 Final 1.001 MIERE Laboratories Analytical Log Analytical Method Project Name: Client Name: VOAs by SW-846 8260B 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-I (2.5-5) SB-3 (5-8) SB-4 (8-10) SB-5 (3-5) SB-6 (7.5-10) SB-7 (5-8) SB-8 (5-8) Lab Sample Id 502409-001 502409-003 502409-005 502409-006 502409-007 502409-008 502409-009 502409-001 S 502409-001 SD 688613-1-BKS 688613-1-BLK Batch #: 961968 Project ID: 823.029 WO Number: 502409 QC Types SMP SMP SMP SMP SMP SMP SMP MS MSD BKS BILK Page 65 of 107 Final 1.001 Laboratories Analytical Log Analytical Method: Project Name: Client Name: TPH by Texas1005 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-1 (2.5-5) SB-2 (15-18) SB-3 (5-8) SB-4 (8-10) SB-5 (3-5) SB-6 (7.5-10) SB-7 (5-8) SB-8 (5-8) SB-9 (1.5-4) Lab Sample Id 502409-001 502409-002 502409-003 502409-005 502409-006 502409-007 502409-008 502409-009 502409-010 502407-001 S 502407-001 SD 688614-1-BKS 688614-1-BLK Batch #: 961970 Project ID: 823.029 WO Number: 502409 QC Types SMP SMP SMP SMP SMP SMP SMP SMP SMP MS MSD BKS BLK Page 66 of 107 Final 1.001 X"Z Laboratories Analytical Log Analytical Method Project Name: Client Name: TPH by Texas 1005 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-3 SB-5 SB-7 SB-8 SB-9 Lab Sample Id 502409-004 502409-011 502409-013 502409-014 502409-015 502383-004 S 688622-1-BKS 688622-1-BLK 688622-1-BSD Batch #: 961985 Project ID: 823.029 WO Number: 502409 QC Types SMP SMP SMP SMP SMP MS BKS BLK BSD Page 67 of 107 Final 1.001 XENw laboratories Analytical Log Analytical Method Project Name: Client Name: VOAs by SW-846 8260B 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-3 SB-5 Lab Sample Id 502409-004 502409-011 502409-004 S 502409-004 SD 688672-1-BKS 688672-1-BLK Batch #: 962061 Project ID: 823.029 WO Number: 502409 QC Types SMP SMP MS MSD BKS BLK Page 68 of 107 Final 1.001 laboratories Analytical Log Analytical Method: TPH by Texas 1005 Project Name: 823.029 Client Name: W&M Environmental -Ft. Worth Client Sample Id SB-6 Lab Sample Id 502409-012 502409-012 S 688696-1-BKS 688696-1-BLK 688696-1-BSD Batch #: 962114 Project ID: 823.029 WO Number: 502409 QC Types SMP MS BKS BLK BSD Page 69 of 107 Final 1.001 ZIENCv laboratories Analytical Log Analytical Method: Project Name: Client Name: Percent Moisture by SM2540G 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-5 (3-5) SB-6 (T5-10) SB-7 (5-8) SB-8 (5-8) SB-9 (1.5-4) Lab Sample Id 502409-006 502409-007 502409-008 502409-009 502409-010 502409-006 D 962122-1-BLK Batch #: 962122 Project ID: 823.029 WO Number: 502409 QC Types SMP SMP SMP SMP SMP MD BLK Page 70 of 107 Final 1.001 Analytical Log Analytical Method: VOAs by SW-846 8260B Project Name: 823.029 Client Name: W&M Environmental -Ft. Worth Client Sample Id SB-6 SB-7 SB-8 SB-9 Lab Sample Id 502409-012 502409-013 502409-014 502409-015 502691-001 S 502691-001 SD 688748-1-BKS 688748-1-BLK Batch #: 962178 Project ID: 823.029 WO Number: 502409 QC Types SMP SMP SMP SMP MS MSD BKS BLK Page 71 of 107 Final 1.001 Analytical Log Analytical Method: Project Name: Client Name: VOAs by SW-846 8260B 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-2 (15-18) SB-9 (1.5-4) Lab Sample Id 502409-002 502409-010 502624-001 S 688766-1-BKS 688766-1-BLK 688766-1-BSD Batch #: 962224 Project ID: 823.029 WO Number: 502409 QC Types SMP SMP MS BKS BLK BSD Page 72 of 107 Final 1.001 • C Form 2 - Surrogate Recoveries Project Name: 823.029 Work Orders: 502409, Project ID: 823.029 Lab Batch #: 961970 Sample: 688614-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/16/15 11:11 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [131 %R %R Analytes [D] o-Terphenyl 55.4 49.9 111 70-130 1-Chlorooctane 113 99.7 113 70-130 Lab Batch #: 961970 Sample: 688614-1-BLK / BLK Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/16/15 11:30 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [131 %R %R Analytes [D] o-Terphenyl 55.5 50.0 111 70-130 1-Chlorooctane 102 99.9 102 70-130 Lab Batch #: 961970 Sample: 502407-001 SD / MSD Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/16/15 13:01 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 52.7 49.6 106 70-130 1-Chlorooctane 104 99.2 105 70-130 Lab Batch #: 961970 Sample: 502407-001 S / MS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/16/15 13:40 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes ]D] o-Terphenyl 44.3 49.9 89 70-130 1-Chlorooctane 104 99.8 104 70-130 Lab Batch #: 961985 Sample: 688622-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/16/15 20:59 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 5.91 5.00 118 75-125 l-Chlorooctane 11.2 10.0 112 75-125 * Surrogate outside of Laboratory QC limits ** Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 73 of 107 Final 1.001 ( Form 2 - Surrogate Recoveries Project Name: 823.029 Work Orders: 502409, Project ID: 823.029 Lab Batch #: 961985 Sample: 688622-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/16/15 21:18 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.74 5.00 95 75-125 1-Chlorooctane 10.6 10.0 106 75-125 Lab Batch #: 961985 Sample: 688622-1-BSD / BSD Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/16/15 21:37 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.57 5.00 91 75-125 1-Chlorooctane 10.1 10.0 101 75-125 Lab Batch #: 961985 Sample: 502383-004 S / MS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/16/15 22:33 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.65 5.11 91 75-125 1-Chlorooctane 10.3 10.2 101 75-125 Lab Batch #: 962114 Sample: 688696-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/17/15 20:02 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes 1D1 o-Terphenyl 4.74 5.00 95 75-125 1-Chlorooctane 9.18 10.0 92 75-125 Lab Batch #: 962114 Sample: 688696-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/17/15 20:22 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.67 5.00 93 75-125 1-Chlorooctane 10.5 10.0 105 75-125 * Surrogate outside of Laboratory QC limits ** Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 74 of 107 Final 1.001 CForm 2 - Surrogate Recoveries Project Name: 823.029 Work Orders : 502409, Project ID: 823.029 Lab Batch #: 962114 Sample: 688696-1-BSD / BSD Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/17/15 20:40 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.17 5.00 83 75-125 1-Chlorooctane 8.96 10.0 90 75-125 Lab Batch #: 962114 Sample: 502409-012 S / MS Batch: 1 Matrix: Ground Water Units: mg/L Date Analyzed: 02/17/15 21:18 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.14 4.47 93 75-125 I-Chlorooctane 9.68 8.95 108 75-125 Lab Batch #: 961968 Sample: 688613-1-BLK! BLK Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/16/15 11:22 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0497 0.0500 99 65-135 1,2-Dichloroethane-D4 0.0504 0.0500 101 73-131 Toluene-D8 0.0513 0.0500 103 78-138 4-Bromofluorobenzene 0.0509 0.0500 102 81-135 Lab Batch #: 961968 Sample: 688613-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/16/15 13:30 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0498 0.0500 100 65-135 1,2-Dichloroethane-D4 0.0507 0.0500 101 73-131 Toluene-D8 0.0527 0.0500 105 78-138 4-Bromofluorobenzene 0.0513 0.0500 103 81-135 * Surrogate outside of Laboratory QC limits s: Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 75 of 107 Final 1.001 Form 2 - Surrogate Recoveries l Project Name: 823.029 Work Orders : 502409, Project ID: 823.029 Lab Batch #: 961968 Sample: 502409-001 S / MS Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/16/15 16:51 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0466 0.0500 93 65-135 1,2-Dichloroethane-D4 0.0476 0.0500 95 73-131 Toluene-D8 0.0519 0.0500 104 78-138 4-Bromofluorobenzene 0.0490 0.0500 98 81-135 Lab Batch #: 961968 Sample: 502409-001 SD / MSD Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/16/15 17:05 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0492 0.0500 98 65-135 1,2-Dichloroethane-D4 0.0483 0.0500 97 73-131 Toluene-D8 0.0514 0.0500 103 78-138 4-Bromofluorobenzene 0.0491 0.0500 98 81-135 Lab Batch #: 962061 Sample: 688672-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/16/15 11:22 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0497 0.0500 99 61-132 1,2-Dichloroethane-D4 0.0504 0.0500 101 76-118 Toluene-D8 0.0513 0.0500 103 74-130 4-Bromofluorobenzene 0.0509 0.0500 102 76-126 Lab Batch #: 962061 Sample: 688672-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/16/15 13:30 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0498 0.0500 100 61-132 1,2-Dichloroethane-D4 0.0507 0.0500 101 76-118 Toluene-D8 0.0527 0.0500 105 74-130 4-Bromofluorobenzene 0.0513 0.0500 103 76-126 ' Surrogate outside of Laboratory QC limits " Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100' A / B All results are based on MDL and validated for QC purposes. Page 76 of 107 Final 1.001 Form 2 v . • C -Surrogate Recoveries Project Name: 823.029 Work Orders : 502409, Project ID: 823.029 Lab Batch #: 962061 Sample: 502409-004 S / MS Batch: 1 Matrix: Ground Water Units: mg/L Date Analyzed: 02/16/15 17:19 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0480 0.0500 96 61-132 1,2-Dichloroethane-D4 0.0466 0.0500 93 76-118 Toluene-D8 0.0507 0.0500 101 74-130 4-13romofluorobenzene 0.0506 0.0500 101 76-126 Lab Batch #: 962061 Sample: 502409-004 SD / MSD Batch: 1 Matrix: Ground Water Units: mg/L Date Analyzed: 02/16/15 17:32 SURROGATE RECOVERY STUDY VOAs by SW-846 826013 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes IN Dibromofluoromethane 0.0486 0.0500 97 61-132 1,2-Dichloroedme-D4 0.0487 0.0500 97 76-118 Toluene-D8 0.0502 0.0500 100 74-130 4-Bromofluorobenzene 0.0505 0.0500 101 76-126 Lab Batch #: 962178 Sample: 688748-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/18/15 12:01 SURROGATE RECOVERY STUDY VOAS by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes IN Dibromofluoromethane 0.0515 0.0500 103 61-132 1,2-Dichloroethane-D4 0.0511 0.0500 102 76-118 Toluene-138 0.0501 0.0500 100 74-130 4-Bromofluorobenzene 0.0520 0.0500 104 76-126 Lab Batch #: 962178 Sample: 688748-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/18/15 13:24 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes IN Dibromofluoromethane 0.0501 0.0500 100 61-132 1,2-Dichloroethane-D4 0.0521 0.0500 104 76-118 Toluene-D8 0.0507 0.0500 101 74-130 4-Bromofluorobenzene 0.0487 0.0500 97 76-126 * Surrogate outside of Laboratory QC limits ** Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 77 of 107 Final 1.001 10 • C Form 2 -Surrogate Recoveries Project Name: 823.029 Work Orders : 502409, Project ID: 823.029 Lab Batch #: 962178 Sample: 502691-001 S / MS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/18/15 14:45 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] IN %R %R Analytes [D] Dibromofluoromethane 0.0501 0.0500 100 61-132 1,2-Dichloroethane-D4 0.0523 0.0500 105 76-118 Toluene-D8 0.0500 0.0500 100 74-130 4-Bromofluorobenzene 0.0502 0.0500 100 76-126 Lab Batch #: 962178 Sample: 502691-001 SD / MSD Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/18/15 14:59 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] IN %R %R Analytes [D] Dibromofluoromethane 0.0477 0.0500 95 61-132 1,2-Dichloroethane-D4 0.0492 0.0500 98 76-118 Toluene-D8 0.0493 0.0500 99 74-130 4-Bromofluorobenzene 0.0487 0.0500 97 76-126 Lab Batch #: 962224 Sample: 688766-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/19/15 12:32 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0469 0.0500 94 65-135 1,2-Dichloroethane-D4 0.0462 0.0500 92 73-131 Toluene-D8 0.0426 0.0500 85 78-138 4-Bromofluorobenzene 0.0469 0.0500 94 81-135 Lab Batch #: 962224 Sample: 688766-1-BLK / BLK Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/19/15 13:12 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] IN %R %R Analytes [D] Dibromofluoromethane 0.0491 0.0500 98 65-135 1,2-Dichloroethane-D4 0.0479 0.0500 96 73-131 Toluene-D8 0.0428 0.0500 86 78-138 4-Bromofluorobenzene 0.0491 0.0500 98 81-135 * Surrogate outside of Laboratory QC limits ** Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 78 of 107 Final 1.001 Form 2 - Surrogate Recoveries ( eries Project Name: 823.029 Work Orders: 502409, Project ID: 823.029 Lab Batch #: 962224 Sample: 688766-1-BSD / BSD Batch: I Matrix: Solid Units: mg/kg Date Analyzed: 02/19/15 14:49 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0497 0.0500 99 65-135 1,2-Dichloroethane-D4 0.0496 0.0500 99 73-131 Toluene-D8 0.0447 0.0500 89 78-138 4-Bromofluorobenzene 0.0500 0.0500 100 81-135 Lab Batch #: 962224 Sample: 502624-001 S / MS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/19/15 17:53 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0464 0.0500 93 65-135 1,2-Dichloroethane-D4 0.0436 0.0500 87 73-131 Toluene-138 0.0444 0.0500 89 78-138 4-Bromofluorobenzene 0.0497 0.0500 99 81-135 ' Surrogate outside of Laboratory QC limits " Surrogates outside limits; data and surrogates confirmed by reanalysis "' Poor recoveries due to dilution Surrogate Recovery [D] = 100 ' A / B All results are based on MDL and validated for QC purposes. Flags Flags Page 79 of 107 Final 1.001 Blank Spike Recovery Project Name: 823.029 Work Order #: 502409 Project ID: 823.029 Lab Batch #: 961970 Sample: 688614-1-BKS Matrix: Solid Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: LEO Reporting Units: mg/kg Batch #: 1 BLANK BLANK SPIKE RECOVERY STUDY TPH by Texas1005 Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] C6-C12 Gasoline Range Hydrocarbons <7.48 997 1040 104 75-125 C12-C28 Diesel Range Hydrocarbons <6.43 997 1080 108 75-125 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 80 of 107 Final 1.001 Blank Spike Recovery Project Name: 823.029 Work Order #: 502409 Project ID: 823.029 Lab Batch #: 961968 Sample: 688613-1-BKS Matrix: Solid Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [Cl [D] Benzene I <0.00100 0.0500 0.0477 95 85-112 Bromobenzene I <0.00100 0.0500 0.0492 98 79-115 Bromochloromethane I <0.00100 0.0500 0.0478 96 80-114 Bromodichloromethane I <0.00100 0.0500 0.0464 93 78-121 Bromofonn <0.00100 0.0500 0.0421 84 80-120 Methyl bromide <0.00100 0.0500 0.0444 89 55-141 tert-Butylbenzene <0.00100 0.0500 0.0508 102 80-122 Sec-B utyl benzene <0.00100 0.0500 0.0508 102 80-121 n-Butylbenzene <0.00100 0.0500 0.0471 94 80-123 Carbon Tetrachloride <0.00100 0.0500 0.0465 93 80-116 Chlorobenzene I <0.00100 0.0500 0.0482 96 80-120 Chloroethane I <0.00200 0.0500 0.0463 93 71-123 j Chloroform <0.00100 0.0500 0.0429 86 82-111 Methyl Chloride <0.00200 0.0500 0.0471 94 68-122 2-Chlorotoluene <0.00100 0.0500 0.0507 101 80-117 4-Chlorotoluene <0.00100 0.0500 0.0516 103 80-116 p-Cymene (p-lsopropyltoluene) <0.00100 0.0500 0.0508 102 80-121 1,2-Dibromo-3-Chloropropane <0.000877 0.0500 0.0444 89 74-125 Dibromochloromethane I <0.00100 0.0500 0.0406 81 80-115 1,2-Dibromoethane <0.00100 0.0500 0.0398 80 80-116 Methylene bromide <0.00100 0.0500 0.0464 93 83-113 1,2-Dichlorobenzene <0.00100 0.0500 0.0488 98 80-112 1,3-Dichlorobenzene <0.00100 0.0500 0.0494 99 80-111 1,4-Dichlorobenzene <0.00100 0.0500 0.0492 98 80-110 Dichlorodifluoromethane <0.00100 0.0500 0.0481 96 74-126 1,2-Dichloroethane <0.00100 0.0500 0.0473 95 78-115 ],I-Dichloroethane <0.00100 0.0500 0.0468 94 82-112 (trans-1,2-dichloroethylene <0.00100 0.0500 0.0466 93 81-114 cis-1,2-Dichloroethylene I <0.00100 0,0500 0.0463 93 82-114 1,1-Dichloroethene I <0.00100 0.0500 0.0450 90 82-116 2,2-Dichloropropane I <0.00100 0.0500 0.0476 95 75-125 1,3-Dichloropropane <0 00100 0.0500 0.0501 100 80-120 j 1,2-Dichloropropane <0.00100 0.0500 0.0468 94 83-112 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 81 of 107 Final 1.001 Blank Spike Recovery Project Name: 823.029 Work Order #: 502409 Project ID: 823.029 Lab Batch #: 961968 Sample: 688613-1-BKS Matrix: Solid Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] trans-1,3-dichloropropene <0.00100 00500 0.0409 82 80-117 1, 1 -Dichloropropene <0.00100 0.0500 0.0459 92 83-116 cis-1,3-Dichloropropene <0 00100 0.0500 00450 90 79-122 Ethylbenzene <0 00100 0.0500 0.0502 100 80-115 Hexachlorobutadiene <0 00100 0.0500 00476 95 80-127 Isopropylbenzene <0.00100 0.0500 00490 98 80-119 Methylene Chloride <0.00600 0.0500 0.0450 90 66-134 MTBE <0 00100 00500 0.0419 84 74-118 Naphthalene <0.00200 0.0500 0.0418 84 68-138 n-Propylbenzene <0.00100 0.0500 0.0504 101 85-122 Styrene <0.00100 00500 0.0488 98 80-125 1, 1, 1,2-Tetrachloroethane <0.00100 00500 0.0487 97 80-111 1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0487 97 77-119 Tetrachloroethylene <0.00200 0.0500 0.0492 98 80-122 Toluene <0.00100 0.0500 0.0416 83 80-120 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0402 80 71-137 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0431 86 78-130 1,1,2-Trichloroethane <0.00100 0.0500 0.0491 98 83-113 1, 1, 1 -Trichloroethane <0 00100 0.0500 00477 95 83-113 Trichloroethylene <0.00100 0.0500 0.0471 94 80-113 Trichlorofluoromethane <0.00100 0.0500 0.0466 93 79-117 1,2,3-Trichloropropane <0 000181 0.0500 00467 93 79-120 1,2,4-Trimethylbenzene <0 00100 0.0500 0.0456 91 80-117 1,3,5-Trimethylbenzene <0 00100 0.0500 0.0504 101 85-120 Vinyl Chloride <0.000400 0.0500 0.0481 96 73-132 o-Xylene <0.00100 0.0500 00489 98 80-122 m,p-Xylenes <0.00200 0.100 0.0999 100 80-115 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes BRL - Below Reporting Limit Page 82 of 107 Final 1.001 Blank Spike Recovery Project Name: 823.029 Work Order #: 502409 Project ID: 823,029 Lab Batch #: 962061 Sample: 688672-1-BKS Matrix: Water Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] ID] Benzene <0.00100 0,0500 0.0477 95 85-113 Bromobenzene <0.00100 0.0500 0.0492 98 81-121 Bromochloromethane <0.00100 0.0500 0.0478 96 79-114 Bromodichloromethane <0 00100 0.0500 0.0464 93 85-115 Bromoform <0.00100 0.0500 0.0421 84 81-124 Methyl bromide <0.00100 0.0500 0.0444 89 44-156 n-Butylbenzene <0.00100 0.0500 0.0471 94 80-123 Sec -Butyl benzene <0.00100 0.0500 0.0508 102 75-125 tert-Butyl benzene <0.00100 0,0500 0.0508 102 92-119 Carbon Tetrachloride <0.00100 0.0500 0.0465 93 80-121 Chlorobenzene <0.00100 0.0500 0.0482 96 81-118 Chloroethane <0.00200 0.0500 0.0463 93 61-133 Chloroform <0.00100 0.0500 0.0429 86 84-111 Methyl Chloride <0.00200 0.0500 0.0471 94 69-122 2-Chlorotoluene <0.00100 0.0500 0.0507 101 80-120 4-Chlorotoluene <0.00100 0.0500 0.0516 103 89-115 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0508 102 89-121 Dibromochloromethane <0.00100 0.0500 0.0430 86 84-117 1,2-Dibromo-3-Chloropropane <0.00224 0.0500 0.0444 89 50-132 1,2-Dibromoethane <0.00100 0.0500 0.0440 88 82-117 Methylene bromide <0.00100 0.0500 0.0464 93 80-116 1,2-Dichlorobenzene <0.00100 0.0500 0.0488 98 89-116 1,3-Dichlorobenzene <0.00100 0.0500 0.0494 99 82-116 1,4-Dichlorobenzene <0.00100 0.0500 0.0492 98 90-118 Dichlorodifluoromethane <0.00100 0.0500 0.0481 96 58-144 1,1-Dichloroethane <0.00100 0.0500 0.0468 94 82-113 1,2-Dichloroethane <0.00100 0.0500 0.0473 95 80-112 ],I-Dichloroethene I <0.00100 0.0500 0.0450 90 84-117 cis-1,2-Dichloroethylene I <0.00100 0.0500 0.0463 93 83-112 (trans-1,2-dichloroethylene I <0.00100 0.0500 0.0466 93 84-113 1,2-Dichloropropane <0.00100 0.0500 0.0468 94 85-113 1,3-Dichloropropane <0.00100 0.0500 0.0501 100 79-124 2,2-Dichloropropane <0.00100 0.0500 0.0476 95 81-120 Blank Spike Recovery [D] _ 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 83 of 107 Final 1.001 Blank Spike Recovery A+ Project Name: 823.029 Work Order #: 502409 Project ID: 823.029 Lab Batch #: 962061 Sample: 688672-1-BKS Matrix: Water Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [Al [B] Result %R %R Analytes [C] [D] 1,1-Dichloropropene <0.00100 0.0500 0.0459 92 78-125 cis-1,3-Dichloropropene <0.00100 0.0500 0.0450 90 85-117 (trans-1,3-dichloropropene <0.00100 0.0500 0.0409 82 78-125 Ethylbenzene <0.00100 I 0.0500 0.0502 100 90-116 Hexachlorobutadiene <0.00100 0.0500 0.0476 95 83-135 Isopropylbenzene <0.00100 0.0500 0.0490 98 90-119 Methylene Chloride <0.00500 0.0500 0.0450 90 73-128 MTBE I <0.00100 0.0500 0.0419 84 76-115 Naphthalene I <0.00200 0.0500 0.0418 84 54-138 n-Propylbenzene <0.00100 0.0500 0.0504 101 88-120 Styrene <0.00100 0.0500 0.0488 98 80-122 1, 1, 1,2-Tetrachloroethane <0.00100 0.0500 0.0487 97 81-120 1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0487 97 80-119 Tetrachloroethylene <0.00200 0.0500 0.0492 98 79-128 Toluene <0.00100 0.0500 0.0416 83 83-116 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0402 80 67-137 1,2,4-Trichlorobenzene <0 00100 0.0500 0.0431 86 67-137 1, 1, 1 -Trichloroethane <0.00100 0.0500 0.0477 95 78-122 1,1,2-Trichloroethane I <0.00100 0.0500 0.0491 98 81-122 Trichloroethylene I <0.00100 0.0500 0.0471 94 80-119 Trichlorofluoromethane <0.00100 0.0500 0.0466 93 79-120 1,2,3-Trichloropropane <0.000822 0.0500 0.0467 93 77-124 1,2,4-Trimethylbenzene <0.00100 0.0500 0.0456 91 89-115 1,3,5-Trimethylbenzene <0.00100 0.0500 0.0504 101 88-117 o-Xylene <0.00100 0.0500 0.0489 98 80-121 m,p-Xylenes <0.00200 0.100 0.0999 100 89-116 Vinyl Chloride <0.000400 0.0500 0.0481 96 65-133 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 84 of 107 Final 1.001 Blank Spike Recovery Project Name: � 823.029 Work Order #• 502409 Project ID: 823.029 Lab Batch #: 962178 Sample: 688748-1-BKS Matrix: Water Date Analyzed: 02/18/2015 Date Prepared: 02/18/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] Benzene I <0.00500 0.250 0.263 105 85-113 Bromobenzene I <0.00500 0.250 0.240 96 81-121 Bromochloromethane I <0.00500 0.250 0.255 102 79-114 Bromodichloromethane I <0.00500 0.250 0.264 106 85-115 Bromoform <0 00500 0.250 0.274 110 81-124 Methyl bromide <0 00500 0.250 0.248 99 44-156 n-Butylbenzene <0.00500 0.250 0.238 95 80-123 Sec-Butylbenzene I <0.00500 0.250 0.270 108 75-125 tert-Butylbenzene <0.00500 0.250 0.261 104 92-119 Carbon Tetrachloride <0.00500 0.250 0.266 106 80-121 ' Chlorobenzene <0.00500 0.250 0.263 105 81-118 Chloroethane <0.0100 0.250 0.266 106 61-133 Chloroform <0.00500 0.250 0.253 101 84-111 Methyl Chloride <0.0100 0.250 0.264 106 69-122 2-Chlorotoluene <0 00500 0.250 0.265 106 80-120 4-Chlorotoluene <0 00500 0.250 0.262 105 89-115 p-Cymene (p-Isopropyltoluene) <0.00500 0.250 0.270 108 89-121 Dibromochloromethane <0.00500 0.250 0.269 108 84-117 1,2-Dibromo-3-Chloropropane I <0.0112 0.250 0.252 101 50-132 1,2-Dibromoethane <0.00500 0.250 0.260 104 82-117 Methylene bromide <0.00500 0.250 0.263 105 80-116 1,2-Dichlorobenzene <0.00500 0.250 0258 103 89-116 1,3-Dichlorobenzene <0 00500 0.250 0.257 103 82-116 1,4-Dichlorobenzene <0.00500 0.250 0.257 103 90-118 Dichlorodifluoromethane <0 00500 0.250 0.275 110 58-144 1,1-Dichloroethane I <0.00500 0.250 0.268 107 82-113 1,2-Dichloroethane <0.00500 0.250 0.262 105 80-112 I1,1-Dichloroethene <0.00500 0.250 0.279 112 84-117 cis-1,2-Dichloroethylene I <0.00500 0,250 0.269 108 83-112 trans-1,2-dichloroethylene I <0.00500 0.250 0.272 109 84-113 1,2-Dichloropropane I <0.00500 0.250 0.265 106 85-113 1,3-Dichloropropane <0.00500 0.250 0.264 106 79-124 2,2-Dichloropropane <0.00500 0.250 0.276 110 81-120 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 85 of 107 Final 1.001 Blank Spike Recovery Project Name: 823.029 Work Order #: 502409 Project ID: 823.029 Lab Batch #: 962178 Sample: 688748-1-BKS Matrix: Water Date Analyzed: 02/18/2015 Date Prepared: 02/18/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] ID] 1,1-Dichloropropene <0.00500 0 250 0.276 110 78-125 cis-1,3-Dichloropropene <0.00500 0.250 0.274 110 85-117 trans-1,3-dichloropropene <0.00500 0.250 0 281 112 78-125 Ethylbenzene <0.00500 0 250 0.269 108 90-116 Hexachlorobutadiene <0.00500 0.250 0.271 108 83-135 Isopropylbenzene <0.00500 0.250 0.265 106 90-I19 Methylene Chloride <0.0250 0.250 0.260 104 73-128 MTBE <0.00500 0.250 0.248 99 76-1 l5 Naphthalene <0.0100 0.250 0.260 104 54-138 n-Propylbenzene <0.00500 0.250 0.258 103 88-120 Styrene <0.00500 0.250 0 267 107 80-122 1, 1, 1,2-Tetrachloroethane <0.00500 0.250 0.264 106 81-120 1,1,2,2-Tetrachloroethane <0.00500 0.250 0264 106 80-119 Tetrachloroethylene <0 0100 0.250 0 257 103 79-128 Toluene <0.00500 0.250 0 261 104 83-116 1,2,3-Trichlorobenzene <0.00500 0.250 0.290 116 67-137 1,2,4-Trichlorobenzene <0.00500 0.250 0 240 96 67-137 l,l,l-Trichloroethane <0.00500 0.250 0.266 106 78-122 1,1,2-Trichloroethane <0.00500 0.250 0258 103 81-122 Trichloroethylene <0.00500 0.250 0.263 105 80-119 Trichlorofluoromethane <0.00500 0.250 0 273 109 79-120 1,2,3-Trichloropropane <0.0041 1 0.250 0 260 104 77-I24 1,2,4-Trimethylbenzene <0.00500 0.250 0.267 107 89-115 1,3,5-Trimethylbenzene <0.00500 0.250 0.257 103 88-I17 o-Xylene <0.00500 0 250 0.263 105 80-121 m,p-Xylenes <0.0100 0.500 0.537 I07 89-116 Vinyl Chloride ( <0.00200 0.250 0.263 105 65-133 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 86 of 107 Final 1.001 BS / BSD Recoveries rlu ..r y NN Llld Project Name: 823.029 Work Order #: 502409 Project ID: 823.029 Analyst: SOZ Date Prepared: 02/16/2015 Date Analyzed: 02/16/2015 Lab Batch ID: 961985 Sample: 688622-1-BKS Batch #: 1 Matrix: Water Units: mg/L BLANK /BLANK SPIKE / BLANK SPIKE DUPLICATE RECOVERY STUDY TPH by Texas1005 Blank Spike Blank Blank Spike Blank Blk. Spk Control Control Sample Result Added Spike Spike Added Spike Dup. RPD Limits Limits Flag [A] Result %R Duplicate %R % %R %RPD Analytes IBI [Cl IN [E] Result [Fl [G] C6-C12 Gasoline Range Hydrocarbons <0.744 100 93.5 94 100 91.0 91 3 75-125 20 Cl2-C28 Diesel Range Hydrocarbons <0.645 100 84.0 I 84 100 82.5 83 I 2 75-125 20 Analyst: SOZ Date Prepared: 02/17/2015 Date Analyzed: 02/17/2015 Lab Batch ID: 962114 Sample: 688696-1-BKS Batch #: 1 Matrix: Water Units: mg/L BLANK /BLANK SPIKE / BLANK SPIKE DUPLICATE RECOVERY STUDY TPH by Texas1005 Blank Spike Blank Blank Spike Blank Blk. Spk Control Control Sample Result Added Spike Spike Added Spike Dup. RPD Limits Limits Flag [A] Result %R Duplicate %R % %R %RPD Analytes [B] [C] ID] [E] Result[F] [G] C6-C12 Gasoline Range Hydrocarbons <0.744 100 108 108 100 106 106 2 75-125 20 C12-C28 Diesel Range Hydrocarbons I <0.645 100 111 111 100 110 110 1 75-125 20 Relative Percent Difference RPD = 200*1(C-F)/(C+F)l Blank Spike Recovery [D] = 100*(C)/[B] Blank Spike Duplicate Recovery [G] _ 100*(F)/[E] All results are based on MDL and Validated for QC Purposes Page 87 of 107 Final 1.001 BS / BSD Recoveries Project Name: 823.029 Work Order #: 502409 Project ID: 823.029 Analyst: JBU Date Prepared: 02/19/2015 Date Analyzed: 02/19/2015 Lab Batch Ill: 962224 Sample: 688766-1-BKS Batch #: I Matrix: Solid Units: mg/kg BLANK /BLANK SPIKE / BLANK SPIKE DUPLICATE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Spike Blank Blk. Spk Control Control Sample Result Added Spike Spike Added Spike Dup. RPD Limits Limits Flag [A] Result %R Duplicate %R % %R %RPD Analytes [B] 1C] [D] 1E] Result [F] [G] Benzene <0 00100 00500 0.0530 106 0.0500 0.0550 110 4 85-112 30 Bromobenzene <0 00100 00500 0.0517 103 0.0500 0.0541 108 5 79-115 30 Bromochloromethane <0.00100 0.0500 0.0527 105 00500 00534 107 1 80-114 30 Bromodichloromethane <0 00100 00500 0.0529 106 0.0500 0.0559 112 6 78-121 30 Bromoform <0.00100 00500 0.0565 113 00500 0.0524 105 8 80-120 30 Methyl bromide <0 00100 00500 00469 94 00500 00512 102 9 55-141 30 tert-Butylbenzene <0 00100 0.0500 0.0523 105 00500 0.0534 107 2 80-122 30 Sec-Butylbenzene <0.00100 0.0500 0.0546 109 00500 0.0571 114 4 80-121 30 n-Butylbenzene <0.00100 0.0500 0.0471 94 0.0500 0.0583 117 21 80-123 30 Carbon Tetrachloride <0.00100 0.0500 0.0519 104 0.0500 0.0572 114 10 80-116 30 Chlorobenzene <0.00100 00500 00525 105 0.0500 0.0535 107 2 80-120 30 Chloroethane <0.00200 0.0500 00523 105 0.0500 0.0561 112 7 71-123 30 Chloroform <0 00100 00500 0.0506 101 0.0500 0.0538 108 6 82-111 30 Methyl Chloride <0.00200 0.0500 0.0488 98 00500 0.0507 101 4 68-122 30 2-Chlorotoluene <0 00100 00500 0.0510 102 0.0500 0.0550 110 8 80-117 30 4-Chlorotoluene <0 00100 00500 00521 104 00500 0.0554 111 6 80-116 30 p-Cymene (p-Isopropyltoluene) <0 00100 00500 0.0523 105 0.0500 0.0534 107 2 80-121 30 1,2-Dibromo-3-Chloropropane <0.000877 0.0500 0.0536 107 00500 00454 91 17 74-125 30 Dibromochloromethane <0.00100 0.0500 0.0548 110 0.0500 0.0541 108 1 80-115 30 1,2-Dibromoethane <0.00100 0.0500 0.0546 109 0.0500 0.0506 101 8 80-116 30 Relative Percent Difference RPD = 200*1(C-F)/(C+F)l Blank Spike Recovery [D] = 100*(C)/[B] Blank Spike Duplicate Recovery [G] = 100*(F)/[E] All results are based on MDL and Validated for QC Purposes Page 88 of 107 Final 1.001 Work Order #: 502409 Analyst: JBU Lab Batch ID: 962224 Sample: 688766-1-BKS Units: mg/kg VOAs by SW-846 8260B Analytes Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifluoromethane 1,2-Dichloroethane 1,1-Dichloroethane trans-1,2-dichloroethylene cis-1,2-Dichloroethylene 1, I-Dichloroethene 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene 1,1-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene lsopropylbenzene Methylene Chloride Relative Percent Difference RPD = 200*1(C-F)/(C+F)l Blank Spike Recovery [D] _ 100*(C)/[B] Blank Spike Duplicate Recovery [G] _ I00*(F)/[E] All results are based on MDL and Validated for QC Purposes BS / BSD Recoveries Project Name: 823.029 Date Prepared: 02/19/2015 Batch #: 1 Project ID: 823.029 Date Analyzed: 02/19/2015 Matrix: Solid Blank Spike Blank Blank Spike Blank Blk. Spk Sample Result Added Spike Spike Added Spike Dup. RPD [A] Result %R Duplicate %R % [B] [Cl [D] [E] Result IF] [G] <0.00100 0.0500 0.0533 107 0.0500 0.0547 109 3 <0.00100 0.0500 0.0517 103 0.0500 0.0523 105 1 <0.00100 0.0500 0.0513 103 0.0500 0.0530 106 3 <0.00100 0.0500 0.0512 102 0.0500 0.0522 104 2 <0.00100 0.0500 0.0499 100 0.0500 0.0546 109 9 <0.00100 0.0500 0.0520 104 0.0500 0.0537 107 3 <0 00100 0.0500 0.0531 106 0.0500 0.0558 112 5 <0.00100 0.0500 0.0522 104 0.0500 0.0543 109 4 <0.00100 0.0500 0.0534 107 0.0500 0.0549 110 3 <0.00100 0.0500 0.0545 109 0.0500 0.0550 110 1 <0.00100 0,0500 0.0531 106 0.0500 I 0.0612 122 14 <0.00100 0.0500 0.0542 108 0.0500 0.0529 106 2 <0.00100 0.0500 0.0540 108 0.0500 0.0554 111 3 <0.00100 0.0500 0.0581 116 0.0500 0.0569 114 2 <0.00100 0.0500 0.0531 106 0.0500 0.0551 110 4 <0.00100 0.0500 0.0565 113 0.0500 0.0563 113 0 <0.00100 0.0500 0.0535 107 0.0500 0.0530 106 1 <0.00100 0.0500 0.0527 105 0.0500 0.0521 104 1 <0.00100 0.0500 0.0533 107 0.0500 0.0555 111 4 <0.00600 0.0500 0.0522 104 I 0.0500 0.0543 109 4 Control Control Limits Limits Flag %R %RPD 83-113 30 80-112 30 80-111 30 80-110 30 74-126 30 78-115 30 82-112 30 81-114 30 82-114 30 82-116 30 75-125 30 80-120 30 83-112 30 80-117 30 83-116 30 79-122 30 80-115 30 80-127 30 80-119 30 66-134 30 Page 89 of 107 Final 1.001 Work Order #: 502409 Analyst: JBU Lab Batch ID: 962224 Sample: 688766-1-BKS Units: mg/kg VOAs by SW-846 8260B Analytes MTBE Naphthalene n-Propylbenzene Styrene 1, 1, 1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethylene Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane 1,1,1-Trichloroethane Trichloroethylene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Tri methyl benzene 1,3, 5-Trimethy lbe nzene Vinyl Chloride o-Xylene m,p-Xylenes Relative Percent Difference RPD = 200*[(C-F)/(C+F)] Blank Spike Recovery [D] = 100*(C)/[B] Blank Spike Duplicate Recovery [G] = 100*(F)/[E] All results are based on MDL and Validated for QC Purposes BS / BSD Recoveries Project Name: 823.029 Date Prepared: 02/19/2015 Batch #: 1 Project ID: 823.029 Date Analyzed: 02/19/2015 Matrix: Solid Blank Spike Blank Blank Spike Blank Blk. Spk Sample Result Added Spike Spike Added Spike Dup. RPD ]A] Result %R Duplicate %R % [B] [C] [D] ]E] Result[F] [G] <0.00100 0.0500 0.0573 115 0.0500 0.0553 ] 11 4 <0.00200 0.0500 0.0480 96 0.0500 0.0496 99 3 <0.00100 0.0500 0.0511 102 0.0500 0.0547 I 109 7 <0.00100 0.0500 0.0542 108 0.0500 0.0547 109 1 <0.00100 0.0500 0.0548 110 0.0500 0.0553 111 1 <0.00100 0.0500 0.0558 112 0.0500 0.0513 103 I 8 <0.00200 0.0500 0.0504 101 0.0500 0.0535 107 6 <0.00100 0.0500 0.0515 103 0.0500 0.0577 1l5 II <0.00100 0.0500 0.0538 108 0.0500 0.0574 115 6 <0 00100 0.0500 0.0474 95 0.0500 0.0548 110 14 <0.00100 0.0500 0.0539 108 0.0500 0.0534 I 107 I 1 <0.00100 0.0500 0.0510 102 0.0500 0.0558 I 112 I 9 <0.00100 0.0500 0.0530 106 0.0500 0.0545 109 I 3 <0.00100 0.0500 0.0519 104 0.0500 0.0575 115 10 <0.000181 0.0500 0.0544 109 0.0500 0.0482 96 12 <0.00100 0.0500 0.0541 108 0.0500 0.0559 112 3 <0 00100 0.0500 0.0520 104 0.0500 0.0568 114 9 <0.000400 0.0500 0.0490 98 0.0500 0.0528 106 7 <0 00100 0.0500 0.0530 106 0.0500 0.0569 114 7 <0.00200 0.100 0.106 106 0.100 0.110 I10 4 Control Control Limits Limits Flag %R %RPD 74-118 30 68-138 30 85-122 30 80-125 30 80-111 30 77-119 30 80-122 30 80-120 30 71-137 30 78-130 30 83-113 30 83-113 30 80-113 30 79-117 30 79-120 30 80-117 30 85-120 30 73-132 30 80-122 30 80-115 30 Page 90 of 107 Final 1.001 Form 3 - MS Recoveries Project Name: 823.029 Work Order #: 502409 Lab Batch #: 961985 Date Analyzed: 02/16/2015 QC- Sample ID: 502383-004 S Reporting Units: mg/L TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Lab Batch #: 962114 Date Analyzed: 02/17/2015 QC- Sample ID: 502409-012 S Reporting Units: mg/L TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Matrix Spike Percent Recovery [D] = 100*(C-A)/B Relative Percent Difference [E] = 200*(C-A)/(C+B) All Results are based on MDL and Validated for QC Purposes BRL - Below Reporting Limit Project ID: 823.029 Date Prepared: 02/16/2015 Analyst: SOZ Batch #: 1 Matrix: Water MATRIX / MATRIX SPIKE RECOVERY STUDY Parent Spiked Sample Control Sample Spike Result %R Limits Flag Result Added [C] [D] %R [Al [B] <0.761 I 102 92.8 91 ( 75-125 <0.660 102 849 83 75-125 Date Prepared: 02/17/2015 Analyst: SOZ Batch #: I Matrix: Ground Water MATRIX / MATRIX SPIKE RECOVERY STUDY Parent Spiked Sample Control Sample Spike Result %R Limits Flag Result Added [C] [D] %R [A] [B] <0.666 89.5 99.9 112 75-125 <0.577 89.5 109 122 75-125 Page 91 of 107 Final 1.001 • Form 3 - MS Recoveries Project Name: 823.029 Work Order #: 502409 Lab Batch #: 962224 Project ID: 823.029 Date Analyzed: 02/19/2015 Date Prepared: 02/19/2015 Analyst: JBU QC- Sample ID: 502624-001 S Batch #: 1 Matrix: Solid Reporting Units: mg/kg MATRIX / MATRIX SPIKE RECOVERY STUDY VOAs by SW-846 8260B Parent Spiked Sample Control Sample Spike Result %R Limits Flag Result Added [C] [D] %R Analytes [A] [B] Benzene <0.0572 2 86 2.99 105 81-116 Bromobenzene <0 0572 2.86 2.90 101 73-143 Bromochloromethane <0.0572 2.86 2 79 98 78-130 Bromodichloromethane <0 0572 2.86 2.90 101 72-122 Bromoform <0 0572 2.86 2.92 102 69-134 Methyl bromide <0.0572 2.86 0.500 17 58-145 X tert-Butylbenzene <0.0572 2.86 2.83 99 64-146 Sec -Butyl benzene 0 197 2.86 3.40 112 64-137 n-Butylbenzene 0.453 2 86 543 174 57-134 X Carbon Tetrachloride <0.0572 2.86 2.91 102 75-133 Chlorobenzene <0.0572 2.86 2.99 105 85-110 Chloroethane 0 117 2.86 0.542 15 73-136 X Chloroform <0.0572 2.86 2.79 98 74-124 Methyl Chloride <0.114 2.86 2.44 85 61-137 2-Chlorotoluene <0.0572 2.86 2.90 101 78-131 4-Chlorotoluene <0.0572 2.86 2.88 101 83-123 p-Cymene (p-Isopropyltoluene) <0.0572 2.86 2.83 99 61-141 1,2-Dibromo-3-Chloropropane <0.0501 2.86 2.95 103 61-158 Dibromochloromethane <0.0572 2.86 2.98 104 72-133 1,2-Dibromoethane <0.0572 2.86 2.87 100 78-141 Methylene bromide <0.0572 2.86 2.69 94 79-128 1,2-Dichlorobenzene <0.0572 2.86 2.93 102 80-118 1,3-Dichlorobenzene <0.0572 2.86 2.91 102 82-112 1,4-Dichlorobenzene <0.0572 2.86 2.88 101 82-112 Dtchlorodifluoromethane <0.0572 2.86 2.75 96 72-139 1,2-Dichloroethane <0.0572 2.86 2.78 97 67-134 1,1-Dichloroethane <0.0572 2.86 285 100 70-133 (trans-1,2-dichloroethylene <0.0572 2.86 2.83 99 73-124 cis-1,2-Dichloroethylene <0.0572 2.86 2.94 103 72-126 1,1-Dichloroethene <0.0572 2.86 2.96 103 70-133 2,2-Dichloropropane <0.0572 2.86 290 101 79-118 1,3-Dichloropropane <0.0572 2.86 296 103 70-143 1,2-Dichloropropane <0.0572 2.86 3.07 107 80-118 trans-1,3-dichloropropene <0.0572 2.86 3.12 109 70-136 Matrix Spike Percent Recovery [D] = 100*(C-A)/B Relative Percent Difference [E] = 200*(C-A)/(C+B) All Results are based on MDL and Validated for QC Purposes BRL - Below Reporting Limit Page 92 of 107 Final 1.001 Form 3 - MS Recoveries Project Name: 823.029 Work Order #: 502409 Lab Batch #: 962224 Date Analyzed: 02/19/2015 QC- Sample ID: 502624-001 S Reporting Units: mg/kg VOAs by SW-846 8260B Analytes ],I-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene lsopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene Styrene 1, 1, 1,2-Tetrachloroethane 1, 1,2,2-Tetrachl oroethane Tetrachloroethylene Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane 1, 1,1 -Trichloroethane Trichloroethylene Trichlorofluoromethane I1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride o-Xylene m,p-Xylenes Matrix Spike Percent Recovery [D] = 100*(C-A)/B Relative Percent Difference [E] = 200*(C-A)/(C+B) All Results are based on MDL and Validated for QC Purposes BRL - Below Reporting Limit Aw Project ID: 823.029 Date Prepared: 02/19/2015 Analyst: JBU Batch #: 1 Matrix: Solid MATRIX / MATRIX SPIKE RECOVERY STUDY Parent Spiked Sample Control Sample Spike Result %R Limits Flag Result Added [C] [D] %R [Al [B] <0.0572 I 2.86 3.13 109 78-119 <0.0572 I 2.86 3.04 106 75-117 0.591 I 2.86 3.90 116 76-124 <0.0572 2.86 1.95 68 44-129 0.0951 2.86 3.22 109 60-138 <0 343 2.86 3.07 107 64-149 <0.0572 2.86 4.07 142 60-145 0.243 2.86 4.12 136 46-146 0.207 2.86 3.17 104 67-142 <0.0572 2.86 3.10 108 77-120 <0.0572 2.86 3.09 108 79-124 <0.0572 I 2.86 4.26 149 67-137 X <0.114 2.86 3.16 110 75-122 0.252 2.86 3.29 106 75-131 <0.0572 2.86 3.32 116 52-125 <0.0572 2.86 3.31 116 58-118 <0.0572 2.86 2.96 103 75-127 <0.0572 2.86 2.93 102 80-118 <0.0572 2.86 3.06 107 67-132 <0.0572 2.86 2.65 93 75-129 <0.0103 2.86 2.77 97 68-137 0.889 2.86 4.99 143 62-144 0.0850 2.86 3.04 103 79-131 <0.0229 2.86 2.51 88 67-136 0.164 2.86 3.25 108 70-132 0.815 5.72 7.16 111 78-122 Page 93 of 107 Final 1.001 XENCO Laboratories Work Order # Lab Batch ID: Date Analyzed: Reporting Units: 502409 961970 02/16/2015 mg/kg TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: 823.029 QC- Sample ID: 502407-001 S Batch #: 1 Matrix: Solid Date Prepared: 02/16/2015 Analyst: LEO MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD [A] [B] [D] [E] [G] <7.49 998 901 90 992 998 101 10 75-125 30 814 998 1730 92 992 1800 99 4 75-125 30 Matrix Spike Percent Recovery [D] = 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100*(F-A)/E Relative Percent Difference RPD = 200•1(C-Fy(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag Page 94 of 107 Final 1.001 Work Order # : 502409 Lab Batch ID: 961968 Date Analyzed: 02/16/2015 Reporting Units: mg/kg VOAs by SW-S46 8260B Analytes Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Methyl bromide tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chloropropane Dtbromochloromethane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: 923,029 QC- Sample ID: 502409-001 S Batch #: 1 Matrix: Soil Date Prepared: 02/16/2015 Analyst: JBU MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added IC] %R Added Result IF] %R % %R %RPD [A] [Bl [DI [El IGI <0.00103 0.0517 0.0460 89 0.0517 0.0477 92 4 81-116 30 <0.00103 0.0517 0.0478 92 0.0517 0.0493 95 3 73-143 30 <0.00103 0.0517 0.0458 89 0.0517 0.0493 95 7 78-130 30 <0.00103 0.0517 0.0439 85 0.0517 0.0469 91 7 72-122 30 <0.00103 0.0517 0.0430 83 0.0517 0.0431 83 0 69-134 30 <0.00103 0.0517 0.0394 76 0.0517 0.0439 85 11 58-145 30 <0.00103 0.0517 0.0478 92 0.0517 0.0501 97 5 64-146 30 <0.00103 0,0517 0.0472 91 0.0517 0.0500 97 6 64-137 30 <0.00103 0.0517 0.0556 108 0.0517 0.0518 100 7 57-134 30 <0.00103 0.0517 0.0424 82 0.0517 0.0466 90 9 75-133 30 <0.00103 0.0517 0.0469 91 0.0517 0.0491 95 5 85-110 30 <0.00207 0.0517 0.0422 82 0.0517 0.0457 88 8 73-136 30 <0.00103 0.0517 0.0391 76 0.0517 0.0434 84 10 74-124 30 <0.00207 0.0517 0.0391 76 0.0517 0.0429 83 9 61-137 30 <0.00103 0.0517 0.0484 94 0.0517 0.0502 97 4 78-131 30 <0.00103 0.0517 0.0473 91 0.0517 0.0496 96 5 83-123 30 <0.00103 0.0517 0.0478 92 0.0517 0.0501 97 5 61-141 30 <0.000907 0.0517 0.0418 81 0.0517 0.0417 81 0 61-158 30 <0.00103 0.0517 0.0414 80 0.0517 0.0420 81 1 72-133 30 <0.00103 0.0517 0.0415 80 0.0517 0.0408 79 2 78-141 30 <0.00103 0.0517 0.0445 86 0.0517 0.0474 92 6 79-128 30 <0.00103 0.0517 0.0467 90 0.0517 0.0480 93 3 80-118 30 <0.00103 0.0517 0.0467 90 0.0517 0.0485 94 4 82-112 30 Matrix Spike Percent Recovery [DI = 100*(C-A)/B Matrix Spike Duplicate Percent Recovery [G1= 100*(F-A)/E Relative Percent Difference RPD = 200*J(C-F)/(C+F)J ND = Not Detected, J = Present Below Reporting Limit, B - Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag Page 95 of 107 Final 1.001 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502409 Project ID: 823.029 Lab Batch ID: 961968 QC- Sample ID: 502409-001 S Batch #: 1 Matrix: Soil Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: JBU Reporting Units: mg/kg WAS by SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample P Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD Analytes [A] ]B] [D] [E] [G] 1,4-Dichlorobenzene <0.00103 0.0517 0.0466 90 0.0517 0.0475 92 2 82-112 30 Dichlorodifluoromethane <0.00103 0.0517 0.0425 82 0.0517 0.0451 87 6 72-139 30 1,2-Dichloroethane <0.00103 0.0517 0.0432 84 0.0517 0.0471 91 9 67-134 30 1,1-Dichloroethane <0.00103 0.0517 0.0421 81 0.0517 0.0467 90 ]0 70-133 30 trans-1,2-dichloroethylene <0.00103 0.0517 0.0434 84 0.0517 00473 91 9 73-124 30 cis-1,2-Dichloroethylene <0.00103 0.0517 0.0429 83 0.0517 0.0469 91 9 72-126 30 1,1-Dichloroethene <0.00103 0.0517 0.0419 81 0.0517 0.0451 87 7 70-133 30 2,2-Dichloropropane <0.00103 0.0517 0.0429 83 0.0517 0.0509 98 17 79-118 30 1,3-Dichloropropane <0.00103 0.0517 0.0503 97 0.0517 0.0499 97 1 70-143 30 1,2-Dichloropropane <0.00103 0.0517 0.0461 89 0.0517 0.0475 92 3 80-118 30 trans- l,3-dichloropropene <0.00103 0.0517 00418 81 0.0517 0.0429 83 3 70-136 30 1,1-Dichloropropene <0.00103 0.0517 0.0431 83 0.0517 0.0458 89 6 78-119 30 cis-1,3-Dichloropropene <0.00103 0.0517 0.0454 88 0.0517 0.0467 90 3 75-117 30 Ethylbenzene <0.00103 0.0517 0.0485 94 0.0517 0.0506 98 4 76-124 30 Hexachlorobutadiene <0.00103 0.0517 0.0423 82 0.0517 0.0454 88 7 44-129 30 Isopropylbenzene <0.00103 0.0517 0.0471 91 0.0517 0.0501 97 6 60-138 30 Methylene Chloride <0.00620 0.0517 0.0385 74 0.0517 0.0417 81 8 64-149 30 MTBE <0.00103 0.0517 0.0512 99 0.0517 0.0572 ill 11 60-145 30 Naphthalene <0.00207 0.0517 0.0342 66 0.0517 0.0357 69 4 46-146 30 n-Propylbenzene <0.00103 0.0517 0.0474 92 0.0517 0.0497 96 5 67-142 30 Styrene <0.00103 0.0517 0.0477 92 0.0517 0.0504 97 6 77-120 30 1, 1, 1,2-Tetrachloroethane <0.00103 0,0517 0.0483 93 0.0517 0.0504 97 4 79-124 30 1,1,2,2-Tetrachloroethane <0.00103 0.0517 00483 93 0.0517 0.0463 90 4 67-137 30 Tetrachloroethylene <0.00207 0.0517 0.0462 89 0.0517 0.0476 92 3 75-122 30 Matrix Spike Percent Recovery [D] = 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200"1(C-Fy(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag Page 96 of 107 Final 1.001 Work Order # : 502409 Lab Batch ID: 961968 Date Analyzed: 02/16/2015 Reporting Units: VOAM By SW-846 8260B Analytes Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane 1,1,1-Trichloroethane Trichloroethylene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride o-Xylene m,p-Xylenes Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: 823.029 QC- Sample ID: 502409-001 S Batch #: 1 Matrix: Soil Date Prepared: 02/16/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. Result Added IQ %R Added Result [F] %R [A] [$1 [D) [El [G) <0.00103 0.0517 0.0407 79 0.0517 0.0421 81 <0.00103 0.0517 0.0399 77 0.0517 0.0399 77 <0.00103 0.0517 0.0418 81 0.0517 0.0404 78 <0.00103 0.0517 0.0502 97 0.0517 0.0487 94 <0.00103 0.0517 0.0428 83 0.0517 0.0481 93 <0.00103 0.0517 0.0458 89 0.0517 0.0474 92 <0.00103 0.0517 0.0410 79 0.0517 0.0441 85 <0.000187 0.0517 0.0505 98 0.0517 0.0476 92 <0.00103 0.0517 0.0461 89 0.0517 0.0469 91 <0.00103 0.0517 0.0473 91 0.0517 0.0494 96 <0.000414 0.0517 0.0408 79 0.0517 0.0445 86 <0.00103 0.0517 0.0477 92 0.0517 0.0500 97 <0.00207 0.103 0.0960 93 0.103 0.101 98 Matrix Spike Percent Recovery [D] = 100'(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100•(F-A)/E Relative Percent Difference RPD = 200*1(C-FY(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Control Control RPD Limits Limits Flag % %R %RPD 3 75-131 30 0 52-125 30 3 58-119 30 3 75-127 30 12 80-118 30 3 67-132 30 7 75-129 30 6 68-137 30 2 62-144 30 4 79-131 30 9 67-136 30 5 70-132 30 5 78-122 30 Page 97 of 107 Final 1.001 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502409 Project ID: 823.029 Lab Batch ID: 962061 QC- Sample ID: 502409-004 S Batch #: 1 Matrix: Ground Water Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: JBU Reporting Units: mg/L MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY VOAs by SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added ICJ %R Added Result IF] %R % %R %RPD Analytes [A] [Bl [D] [El IGl Benzene <0.00100 0.0500 0.0449 90 0.0500 0.0451 90 0 85-113 20 Bromobenzene <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 78-121 20 Bromochloromethane I <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 81-120 20 Bromodichloromethane <0.00100 0.0500 0.0439 88 0.0500 0.0445 89 1 69-125 20 Bromoform <0.00100 0.0500 0.0404 81 0,0500 0.0443 89 9 71-126 20 Methyl bromide <0.00100 0.0500 0.0400 80 0,0500 0.0387 77 3 85-124 20 n-Butylbenzene <0.00100 0.0500 0.0548 110 0.0500 0.0523 105 5 60-140 20 Sec-Butylbenzene <0.00100 0.0500 0.0467 93 0.0500 0.0465 93 0 70-130 20 tert-Butylbenzene <0.00100 0.0500 0.0484 97 0.0500 0.0475 95 2 65-135 20 Carbon Tetrachloride <0.00100 0.0500 0.0434 87 0.0500 0.0416 83 4 75-125 20 Chlorobenzene <0.00100 0.0500 0.0453 91 0.0500 0.0456 91 1 60-140 20 Chlomethane <0.00200 0.0500 0.0407 81 0.0500 0.0414 83 2 84-116 20 Chloroform <0.00100 0.0500 0.0390 78 0.0500 0.0396 79 2 84-111 20 Methyl Chloride <0.00200 0.0500 0.0372 74 0.0500 0.0395 79 6 69-122 20 2-Chlorotoluene <0.00100 0,0500 <0.00100 0 0.0500 <0.00100 0 NC 75-125 20 4-Chlorotoluene <0.00100 0.0500 0.0472 94 0.0500 0.0471 94 0 60-140 20 p Cymene (p-Isopropyltoluene) <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 71-139 20 Dibromochloromethane <0.00100 0.0500 00389 78 0.0500 0.0410 82 5 70-130 20 1,2-Dibromo-3-Chloropropane <0.00224 0.0500 0.0389 78 0.0500 0.0475 95 20 61-139 20 1,2-Dibromoethane <0.00100 0.0500 0.0378 76 0.0500 0.0414 83 9 71-124 20 Methylene bromide <0.00100 0.0500 I 0.0435 87 0.0500 0.0461 92 6 60-140 20 ' 1,2-Dichlorobenzene <0.00100 0.0500 0.0460 92 0.0500 0.0473 95 3 81-120 20 1,3-Dichlorobenzene <0.00100 0.0500 0.0468 94 0.0500 0.0474 95 1 83-117 20 Matrix Spike Percent Recovery [D1= 100*(C-A)/B Matrix Spike Duplicate Percent Recovery [G1 = 100*(F-A)/E Relative Percent Difference RPD = 200*](C-Fy(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR - Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag X X X X X V/ X Page 98 of 107 Final 1.001 Work Order # : 502409 Lab Batch ID: 962061 Date Analyzed: 02/16/2015 Reporting Units: VOAsby SW-846 8260B Analytes 1,4-Dichlorobenzene Dichlorodifluoromethane 1,1-Dichloroethane 1,2-Dichloroethane 1, 1 -Dichloroethene cis-1,2-D ichloroe thy l ene trans- l,2-dichloroethylene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1, 1 -Dichloropropene cis-1,3-Dichloropropcne trans-1,3-dicliloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethylene Form 3 - MS / MSD Recoveries Project Name: 823.029 Project 1D: 823.029 QC- Sample 1D: 502409-004 S Batch #: l Matrix: Ground Water Date Prepared: 02/16/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Flag Result Added [Cl %R Added Result [F1 %R % %R %RPD [A] [Bl [D] [El [G] <0 00100 0.0500 00468 94 0.0500 0.0467 93 0 70-130 20 <0.00100 0.0500 0.0395 79 0.0500 0.0402 80 2 75-125 20 <0.00100 0.0500 0.0420 84 0.0500 0.0426 85 1 69-130 20 <0.00100 10.0500 0.0420 84 0.0500 0.0445 89 6 71-124 20 <0.00100 0.0500 0.0407 81 0,0500 0,0412 82 1 61-141 20 <0.00100 0.0500 0.0427 85 0.0500 0.0436 87 2 69-128 20 <0.00100 0.0500 0.0422 84 0.0500 0.0426 85 1 84-113 20 <0.00100 0.0500 0.0446 89 0.0500 0.0456 91 2 77-119 20 <0.00100 0.0500 0.0465 93 0.0500 0.0490 98 5 76-123 20 <0.00100 0.0500 0.0450 90 0.0500 0.0439 88 2 81-121 20 <0.00100 0.0500 0.0425 85 0.0500 0.0428 86 1 80-120 20 <0.00100 0.0500 0.0441 88 0.0500 0.0450 90 2 60-131 20 <0.00100 10.0500 0.0402 80 0.0500 0.0416 83 3 68-129 20 <0.00100 10.0500 0.0462 92 0,0500 0.0466 93 1 65-135 20 <0.00100 10.0500 0.0427 85 0.0500 0.0429 86 0 70-130 20 <0.00100 0.0500 0.0454 91 0.0500 0.0454 91 0 70-130 20 <0.00500 0.0500 0.0359 72 0.0500 0.0372 74 4 75-125 20 X <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 45-145 20 X <0.00200 0.0500 0.0403 81 0.0500 0.0439 88 9 60-134 20 <0.00100 0.0500 0.0472 94 0.0500 0.0470 94 0 72-125 20 <0.00100 0.0500 0.0456 91 0.0500 0.0461 92 1 76-137 20 <0.00100 0.0500 00470 94 0.0500 0.0478 96 2 81-119 20 <0.00100 0.0500 0.0448 90 0.0500 0.0487 97 8 67-138 20 0.00335 0.0500 0.0441 82 0.0500 0,0440 81 0 84-127 20 X Matrix Spike Percent Recovery [D] = 100'(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100"(F-A)/E Relative Percent Difference RPD = 200"1(C-F)I(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Page 99 of 107 Final 1.001 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502409 Project ID: 823.029 Lab Batch ID: 962061 QC- Sample ID: 502409-004 S Batch #: 1 Matrix: Ground Water Date Analyzed: 02/16/2015 Date Prepared: 02/16/2015 Analyst: JBU Reporting Units: VOAby SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added ICI %R Added Result IF] %R % %R %RPD Analytes [A] 113I [D] [El [GI Toluene <0.00100 0.0500 0,0392 78 0.0500 0.0389 78 1 83-116 20 1,2,3-Trichlorobenzene 0.00332 0.0500 0.0460 85 0.0500 0.0475 88 3 57-147 20 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0471 94 0.0500 0.0459 92 3 61-141 20 1,1,1-Trichloroethane <0.00100 00500 <0.00100 0 0.0500 <0.00100 0 NC 81-118 20 1,1,2-Trichloroethane <0.00100 0.0500 0.0459 92 0.0500 0.0493 99 7 58-143 20 Trichloroethylene <0.00100 0.0500 0.0435 87 0.0500 0.0433 87 0 61-144 20 Trichlorofluoromethane <0.00100 0.0500 0.0397 79 0.0500 0.0398 80 0 79-124 20 1,2,3-Trichloropropane <0.000822 0.0500 <0.000822 0 0.0500 <0.000822 0 NC 71-130 20 1,2,4-Triinethylbenzene <0.00100 0.0500 0.0465 93 0.0500 0,0457 91 2 62-144 20 1,3,5-Trimethylbenzene <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 83-125 20 o-Xylene <0.00100 0.0500 0.0457 91 0,0500 0.0464 93 2 82-125 20 m p-Xylenes <0.00200 0.100 0.0922 92 0.100 0.0926 93 0 75-125 20 Vinyl Chloride <0.000400 0.0500 0.0387 77 0.0500 0.0396 79 2 68-126 20 Matrix Spike Percent Recovery [D] = 100'(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200*J(C-F)/(C+F)J ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quanntation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag X X X X Page 100 of 107 Final 1.001 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502409 Project ID: 823.029 Lab Batch ID: 962178 QC- Sample ID: 502691-001 S Batch #: 1 Matrix: Water Date Analyzed: 02/18/2015 Date Prepared: 02/18/2015 Analyst: JBU Reporting Units: mg/L MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY VOAs by SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD Analytes [A] [B] [D] [E] ]G] Benzene 0.0162 0.0500 0.0658 99 0.0500 0.0655 99 0 85-113 20 Bromobenzene <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 78-121 20 Bromochloromethane <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 81-120 20 Bromodichloromethane <0.00100 0.0500 0.0479 96 0.0500 0.0514 103 7 69-125 20 Bromoform <0.00100 0.0500 0.0479 96 0.0500 0.0557 111 15 71-126 20 Methyl bromide <0.00100 0.0500 0.0437 87 0.0500 0.0458 92 5 85-124 20 n-Butylbenzene <0.00100 0.0500 0.0459 92 0.0500 0.0467 93 2 60-140 20 Sec-Butylbenzene <0.00100 0.0500 0.0481 96 0.0500 0.0534 107 10 70-130 20 tert-Butyl benzene <0.00100 0.0500 0.0474 95 0.0500 0.0527 105 11 65-135 20 Carbon Tetrachloride <0.00100 0.0500 0.0474 95 0.0500 0.0504 101 6 75-125 20 Chlorobenzene <0.00100 0.0500 0.0469 94 0.0500 0.0518 104 10 60-140 20 Chloroethane <0.00200 0,0500 0.0479 96 0.0500 0.0502 100 5 84-116 20 Chloroform <0.00100 0.0500 0.0456 91 0.0500 0.0483 97 6 84-111 20 Methyl Chloride <0.00200 0.0500 0.0469 94 0.0500 0.0489 98 4 69-122 20 2-Chlorotoluene <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 75-125 20 4-Chlorotoluene <0.00100 0.0500 00472 94 0.0500 0.0514 103 9 60-140 20 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 <0.00100 0 0.0500 <0.00100 0 NC 71-139 20 Dibromochloromethane <0.00100 0.0500 0.0464 93 0.0500 0.0537 107 15 70-130 20 1,2-Dibromo-3-Chloropropane <0.00224 0.0500 0.0489 98 0.0500 0.0542 108 10 61-139 20 1,2-Dibromoethane <0.00100 0.0500 0.0469 94 0.0500 0.0525 105 11 71-124 20 Methylene bromide <0.00100 0.0500 0.0480 96 0.0500 0.0521 104 8 60-140 20 1,2-Dichlorobenzene <0.00100 0.0500 0.0463 93 0.0500 0.0534 107 14 81-120 20 1,3-Dichlorobenzene <0.00100 0.0500 0.0464 93 0.0500 0.0519 104 11 83-117 20 Matrix Spike Percent Recovery [D] = 100*(C-A)/B Matrix Spike Duplicate Percent Recovery [G] _ I00*(F-A)/E Relative Percent Difference RPD = 200*1(C-F)/(C+F)i ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag X X X X Page 101 of 107 Final 1.001 Work Order # : 502409 Lab Batch ID: 962178 Date Analyzed: 02/18/2015 Reporting Units: VOAs by SW-846 8260B Analytes 1,4-Dichlorobenzene Dichlorodifluoromethane 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dcchloroethylene trans-1,2-dichloroethylene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 11 1-Dichloropropene cis-1,3-Dichloropropene trans-1,3-dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene Styrene 1, 1, 1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethylene Form 3 - MS / MSD Recoveries 4'. Project 823.029 e ode Name: • e. Project ID: 823.029 QC- Sample ID: 502691-001 S Batch #: 1 Matrix: Water Date Prepared: 02/18/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result ]F] %R % %R %RPD [A] [B] [DI [El [Gl <0.00100 0.0500 0.0454 91 0.0500 0.0518 104 13 70-130 20 <0.00100 0.0500 0.0488 98 0.0500 0.0512 102 5 75-125 20 <0.00100 0.0500 0.0477 95 0.0500 0.0506 101 6 69-130 20 <0.00100 0.0500 0.0471 94 0.0500 0.0502 100 6 71-124 20 <0.00100 0.0500 0.0494 97 0.0500 0.0548 110 12 61-141 20 <0.00100 1 0,0500 0.0481 96 0.0500 0.0522 104 8 69-128 20 <0.00100 0.0500 0.0484 97 0.0500 0.0523 105 8 84-113 20 <0.00100 0.0500 0.0495 99 0.0500 0.0532 106 7 77-119 20 <0.00100 0.0500 0.0471 94 0.0500 0.0526 105 11 76-123 20 <0.00100 0.0500 0.0459 92 0.0500 0.0464 93 1 81-121 20 <0.00100 0.0500 0.0496 99 0.0500 0.0525 105 6 80-120 20 <0.00100 0.0500 0.0502 100 0.0500 0.0543 109 8 60-131 20 <0.00100 10.0500 0.0497 99 0.0500 0.0548 110 10 68-129 20 <0.00100 0.0500 0.0494 97 0.0500 0.0530 106 9 65-135 20 <0.00100 10.0500 0.0471 94 0.0500 0.0549 110 15 70-130 20 <0.00100 0.0500 0.0479 96 0.0500 0.0530 106 10 70-130 20 <0.00500 1 0.0500 0.0453 91 0.0500 0.0480 96 6 75-125 20 <0.00100 10.0500 0.0584 117 0.0500 <0.00100 0 200 45-145 20 0,00289 0.0500 0.0471 88 0.0500 0.0561 106 17 60-134 20 <0.00100 0.0500 0.0472 94 0.0500 0.0524 105 10 72-125 20 <0.00100 0.0500 0.0491 96 0.0500 0.0538 108 11 76-137 20 <0.00100 0.0500 0.0475 95 0.0500 0.0536 107 12 81-119 20 <0.00100 0.0500 00499 100 0.0500 0.0546 109 9 67-138 20 <0.00200 0.0500 0.0457 91 0.0500 0.0515 103 12 84-127 20 Matrix Spike Percent Recovery [DI = 100'(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100•(F-A)/E Relative Percent Difference RPD = 200'1(C-Fy(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag XF Page 102 of 107 Final 1.001 P2, Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502409 Project ID: 823.029 Lab Batch ID: 962178 QC- Sample ID: 502691-001 S Batch #: 1 Matrix: Water Date Analyzed: 02/18/2015 Date Prepared: 02/18/2015 Analyst: JBU Reporting Units: MA VOAs by SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample P Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Flag Result Added [C] %R Added Result IF] %R % %R %RPD AnalyteS [A] IN [DI [El [G] Toluene 0.0149 00500 00622 95 0.0500 0.0637 98 2 83-116 20 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0527 105 0.0500 0.0601 120 13 57-147 20 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0484 97 0.0500 0.0516 103 6 61-141 20 1, 1, 1 -Trichl oroethane <0 00100 00500 <0.00100 0 0.0500 <0.00100 0 NC 81-118 20 X 1,1,2-Trichloroethane <0.00100 0.0500 0.0474 95 0.0500 0.0521 104 9 58-143 20 Trichloroethylene <0.00100 0.0500 0.0486 97 0.0500 0.0526 105 8 61-144 20 Trichlorofluoromethane <0 00100 0.0500 00479 96 0.0500 0.0517 103 8 79-124 20 1,2,3-Trichloropropane <0.000822 0.0500 I <0.000822 0 0.0500 <0.000822 0 NC 71-130 20 X 1,2,4-Trimethylbenzene <0.00100 0.0500 I 0.0574 115 0.0500 0.0597 119 4 62-144 20 1,3,5-Trimethylbenzene <0 00100 00500 <0.00100 0 0.0500 <0.00100 0 NC 83-125 20 X o-Xylene <0.00100 0.0500 I 0.0477 95 0.0500 0.0535 107 11 82-125 20 m,p-Xylenes <0.00200 0.100 0.0968 97 0.100 0.107 107 10 75-125 20 Vinyl Chloride <0.000400 0.0500 0.0470 94 0.0500 0.0493 99 5 68-126 20 Matrix Spike Percent Recovery [D] = 100•(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100•(F-A)/E Relative Percent Difference RPD = 200•1(C-Fv(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Page 103 of 107 Final 1.001 Sample Duplicate Recovery Project Name: 823.029 Work Order #: 502409 Lab Batch #• 962122 Project ID: 823.029 Date Analyzed: 02/18/2015 16:22 Date Prepared: 02/18/2015 Analyst:JBU QC- Sample ID: 502409-006 D Batch #: 1 Matrix: Soil Reporting Units: % SAMPLE / SAMPLE DUPLICATE RECOVERY Percent Moisture by SM2540G Parent Sample Sample Control Result Duplicate RPD Limits Flag (AI Result %RPD Ana lyte [B] Percent Moisture 11.9 11.4 4 20 Spike Relative Difference RPD 200 * I (B-A)/(B+A) All Results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 104 of 107 Final 1.001 X?9�'Nco ORIES Ssfdng the Standard since 1990 StaffordrTexas (261-240-1200) Datlaer Texas (214-90-0300) Service Carrier - Son Antonio. TOM (210.60 -33M) CHAIN OF CUSTODY Odom, Texas (432-063-1600) Norcross, Go -gig (no-"B-MO) otma r 1Xence Job e Anslyticl Informeeon I client J Re no Information I Prowl Inrormnlon Company Nm ae! ranch: Project Nome/Number; W4t�������wu A+cL fa3, 029 Company Addrsso: (AZS N1A,h �t,* FA K S V A PYolscl Location '1 Su t it 125 FoY.i,' we -eh, Foy( k Warr 4, / TX IEmail: P�WWCrav�a c�U S �6r w �• Ih.G M No: Invoice Ce To: W Wl rivt ron YY�. n+c _ ila I /A 9- ` i+ro)set Contact: U'vP �. �. FCY f War t'1 PAI a f2 0 �vs Pa Number: ga3a oz9 Ssmplers's Name: n , r 'v a' c Lakeland. Florida (863-61E-0520) Tamps. Florida (8134120.200(11) Matrix codes A- Air S - SoIVSodMoild GW .Ground Water DW - Drinking Water P - Product SW - Surface web. St. - Sludge ww- Waste Wow W - WIPs O - CHI ww- Wes" Water 140. Flald ID J Point of COssetbn Sample ♦ a � � � � � Daft Tin. Mar- coma z z z' i Field Comments -to 1 2 ss -a �s- Imo '-.iOK-,Z:lo s a X x Gg0C , Y y ("n 1 3 - RR-36--8 ' i--*' z/nin a-zi s �/ X XX <(�`f 4 Sig--3 — a�NQf r7'--&i-61J 6 ./� ' ( \ X 7 W"C( 1 SS-1 8-tp' i-lo' -2/14ss 91sa 5 2 x x y , yc-:: Haas-, 1.6_ st-s 3-S� S��//�1 11:t 5 2 �C x <91 c 1 7 s�-6 r�.S'-/e' r� 214 R' r S 2 x ,c �y t 140-z 'ika% S 5'�-� S`- s- t/i�'�ro)r� S 2 x ,i� 14 . you 5S 1"Ar 11wN S S X `F ,c < `cr, y o3 jaSS 10 //?Fl Z: 5 wmi- X 1� _ _ M Turk-td Tim (Bt-Ir-a days) I Oata DdivreW Inlormatlen oe..: Same Dry TAT TAT a Love! I Sid OC Q 1" IV (Full Debi Pkg her deW L /'1I;, matt Day EMERGENCY F]7 Day TAT a Level MI etd OCn Fomn Q TRRP Level IV 2 Day EMERGENCV Contract TAT a uww 3 (CLP For Q UST / RO.11 3 Day EMERGE-NCY TRRP Checklist TAT Starts Day received by Lab, If recelved by 3-00 pm TT FED -EX / UPS: Tracking SAMPLE CUSTODY MUST BE WCUMENTED BELOW JACH TIME SAMPLES CHANGE POSSESSION, INCLUDING COURIER DELIVERY Rem Dui Time: R.°.Ived 7f Relinquished By: aaa Time: Received By: a y n Asoelved By: �� R.nnqul By: Dab Tlms: Rea ed By: —d1 RN by: Time: ReplYad ustady Bsal a Preaervsri Thera appkable On Cooler Temp. Thermo. Corr. Factor S S Notice- 3ignande of this document ant mlinQushment of wrom oonsoNtrs s veNd purchsa order from In. Company to XENCO Laborstoria and its anNieta, subcwvracmrs and assgre XENCO's stard'arms and cordnons of service w1aw previously nog xiated utd- a IuAy aso iwd client Convw. X XENCOABORATORIES Setting du Standard since 19110 Staffwd,Taxas (291-240-4200) Dallas, Texas (214-902-0300) Service Center • Son Antonio. Texas (21"OS-3334) Client / Reporting Information r�II Company None Branch: oi + , - \ 0 I V ((All W V4A( Company Address: &v LS Mi+ 1T h A hA n 131 ✓A . `-)u 11t 115 Fury f wor K TX Moll y Entail: n C fGt r11 t f d k )µ . G owl Phorro o: CHAIN OF CUSTODY Pere Of Crap. Device: XDA / IR2 read: • (` Drreefed.. aL Odessa, Texas (432.563-18M) (1110444-41152B) Norpoes, Georgia (770.449-6800) Temps, FlorWa (813-620-2000) Ixanco taro% r Ixencs Job r www.xer>co.com Profsct adormatron Project Narrw9iumbar: ,1.Z 3 (>M Pro)act Location: b fr r+ wCwk%.. T,-/ invoice To: y„ A M evi v i ran ro-e m }rt ®w1-►�-got 31 (Arcv p ) L.0 FCYa- wort►,- IProjectContact:� �Ot Vs�J� ++ TY J PO tknnbar: - � ISamplers'sName: A) GY�VhlT` `823 .Q"'q l No. Field ID / Point of Collection CD m rn 2 - to of 13 I5 C) °1 Sample too Depth D64 lime MM�arrobo 9 '^ 1/11/6 /k • w C*u yr IX 111u6 W:YG Aw L I �C Anslytto-1 inrormati yr Matrix Codes / Ali Air S - SdVSedSolld GW .Ground water DW . Drinking Wow P . Product SW . Surfece water v SL . Sludge ww. we$% Water l u W . wipe K O.OII WW. Waste Water Field Comments 1c I X ��[°C. lsi9 N J i ll l�i 7 I I ll e to ► 1 1 Turnaround Tans 1 aushwaa days) I Dom DelMrablefaformotkm Now: Same Day TAT $1 %Day TAT II Level It Std OC Lary IV (Full Oft no haw time) L R I Most Day F.wwwFICY _ -- ❑ F Ow TAT f a Lanai IS Sw OG Farms TARP Level IV 2 Day EMERGENCY COMM TAT 1111 O larM S (CLP Fume) Q UST / FKi lit 3 Day liMEROD CY [x TRRP Checklist TAT Stall Day race(ved by Lab, N resolved by 3.-W pm FED-FX / UPS: Tmeklnp e SAMPLE CUSTODY MUST BE :+000MENTED BELOW EACH TIME SAMPLES Ct1ANOE FOB►Ess10N, elClllOeali COURIER DELIVERY Dole ttms: By: < Relhpulatwd By: Ear TTlmsj: t /•• Received By: t �3 f Il t'G E by: Rocs y: .7 RaUtpruN-trd+By: Dar Tama RenlvedBy: 3 A r A �� _ L J—IT 1 L� • rqubhed by: Data Time: II,Raeelwd By: ustody Seal 0 PraearvW when applicable On Ics 1 Cooler Temp. Therm. Corr. Factor Nonce Slpnab,ra a Lila dwwln*M and niaxnns ment d wnorea wnsatws a valid pwcbasa otdw born Z, oorrpa y to XENCO Lebo lib n ono as aeanes, aubmmedora ono Magna XENCA's am en � a and cons ma of aervros unties p eviouaiy nor otined under a tutfoxmLAod cent contract. . XENCO Laboratories J Pre log in/Nonconformance Report- Sample Log -In Client: W&M Environmental -Ft. Worth Acceptable Temperature Range: 0 - 6 degC Date/ Time Received: 02/13/2015 04:32:00 PM Air and Metal samples Acceptable Range: Ambient Work Order #: 502409 Temperature Measuring device used : XDA Sample Receipt Checklist Comments #1 *Temperature of cooler(s)? 1.8 #2 *Shipping container in good condition? Yes #3 *Samples received on ice? Yes #4 *Custody Seals intact on shipping container/ cooler? No #5 Custody Seals intact on sample bottles? No #6 *Custody Seals Signed and dated? No #7 *Chain of Custody present? Yes #8 Sample instructions complete on Chain of Custody? Yes #9 Any missing/extra samples? No #10 Chain of Custody signed when relinquished/ received? Yes #11 Chain of Custody agrees with sample label(s)? Yes #12 Container label(s) legible and intact? Yes #13 Sample matrix/ properties agree with Chain of Custody? Yes #14 Samples in proper container/ bottle? Yes #15 Samples properly preserved? Yes #16 Sample container(s) intact? Yes #17 Sufficient sample amount for indicated test(s)? Yes #18 All samples received within hold time? Yes #19 Subcontract of sample(s)? No #20 VOC samples have zero headspace (less than 1/4 inch bubble)? Yes #21 <2 for all samples preserved with HNO3,HCL, H2SO4? Except for N/A samples for the analysis of HEM or HEM-SGT which are verified by the analysts. #22 >10 for all samples preserved with NaAs02+NaOH, ZnAc+NaOH? N/A * Must be completed for after-hours delivery of samples prior to placing in the refrigerator Analyst: Checklist completed by: Checklist reviewed by: PH Device/Lot#: Date: 02/16/2015 Austin Berry (IoRv --> DbQh Date:02/16/2015 Monica Tobar Page 107 of 107 Final 1.001 Analytical Report 502645 for W&M Environmental -Ft. Worth Project Manager: Paul Rodusky Borings 823.029 27-FEB-15 Collected By: Client XIENCO Laboratories 9701 Harry Hines Blvd, Dallas, TX 75220 Xenco-Houston (EPA Lab code: TX00122): Texas (T104704215-14-18), Arizona (AZ0765), Florida (E871002), Louisiana (03054) New Jersey (TX007), North Carolina(681), Oklahoma (9218), Pennsylvania (68-03610) Xenco-Atlanta (EPA Lab Code: GA00046): Florida (E87429), North Carolina (483), South Carolina (98015), Kentucky (85), DoD ( 1,10-135) Texas (T104704477), Louisiana (04176), USDA (P330-07-00105) Xenco-Lakeland: Florida (E84098) Xenco-Odessa (EPA Lab code: TX00158): Texas (T104704400-TX) Xenco-Dallas (EPA Lab code: TX01468): Texas (T104704295-TX) Xenco Phoenix (EPA Lab Code: AZ00901): Arizona(AZ0757) Xenco-Phoenix Mobile (EPA Lab code: AZ00901): Arizona (AZM757) Xenco Tucson (EPA Lab code:AZ000989): Arizona (AZ0758) Page 1 of 89 Final 1.000 Table of Contents Cover Page JIM Cover Letter 3 Sample ID Cross Reference 4 Certificate of Analysis (Detailed Report) 5 Holding Time&eport 5 Explanation of Qualifiers (Flags) 58 Analytical Log - - - — 59 Surrogate Recoveries -QC 64 Blank Spike Recoveries -POW 68 Blank Spike - Blank Spike Duplicate Recoveries 73 Matrix Spike Recoveries - 74 Matrix Spike - Matrix Spike Duplicate Recoveries 75 Method Duplicate 82 TNRCC check list report 83 Chain of Custody 87 Sample Receipt Conformance Report 89 Page 2 of 89 Final 1.000 11W 27-FEB-15 Project Manager: Paul Rodusky W&M Environmental -Ft. Worth 6825 Mahattan Blvd Ste 125 Fort Worth, TX 76120 Reference: XENCO Report No(s): 502645 Borings Project Address: Fort Worth Paul Rodusky : We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number(s) 502645. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. The uncertainty of measurement associated with the results of analysis reported is available upon request. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 502645 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. WKu�� �bc 1 Monica Tobar Project Manager Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - Odessa - San Antonio - Tampa - Lakeland - Atlanta - Phoenix - Oklahoma - Latin America Page 3 of 89 Final 1.000 Sample Cross Reference 502645 1 0'' W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id Matrix Date Collected Sample Depth Lab Sample Id SB-10 10-11' S 02-16-15 11:10 10 - 11 502645-001 SB-11 10-15' S 02-16-15 12:10 10 - 15 502645-002 SB-12 12.5-14' S 02-16-15 15:20 12.5 - 14 502645-003 SB-12 W 02-16-1516:10 502645-004 SB-13 W 02-17-15 16:15 502645-005 SB-16 W 02-17-1516:40 502645-006 SB-13 18-19' S 02-17-15 09:50 18 - 19 502645-007 SB-14 17-18' S 02-17-15 10:55 17 - 18 502645-008 SB-15 17-17.5' S 02-17-15 12:05 17 - 17.5 502645-009 SB-16 10-13' S 02-17-15 13:40 10 - 13 502645-010 SB-17 5-8' S 02-17-15 14:45 5 - 8 502645-011 SB-18 17-17.5' S 02-18-15 12:25 17 - 17.5 502645-012 SB-19 10-12.5' S 02-18-15 13:20 10 - 12.5 502645-013 SB-20 10-11' S 02-18-15 14:40 10 - 11 502645-014 SB-21 15-18' S 02-18-15 15:45 15 - 18 502645-015 Page 4 of 89 Final 1.000 • Certificate of Analytical Results rdu 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-10 10-11' Matrix: Solid Sample Depth: 10 - 11 Lab Sample Id: 502645-001 Date Collected: 02.16.15 11.10 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 6.72 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <7.97 53.1 7.97 mg/kg 02.19.15 18:41 U 1 C12-C28 Diesel Range Hydrocarbons PHCGl028 <6.85 53.1 6.85 mg/kg 02.19.15 18:41 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <6.85 53.1 6.85 mg/kg 02.19.15 18:41 U 1 Total TPH 1005 PHC635 <6.85 6.85 mg/kg 02.19.15 18:41 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 128 70- 130 % 1-Chlorooctane 113 70 - 130 % Page 5 of 89 Final 1.000 • Certificate of Analytical Results ..- L.. ` 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id. SB-10 10-1 V Matrix: Solid Sample Depth: 10 - 11 Lab Sample Id: 502645-001 Date Collected: 02.16.15 1 LI0 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 6.72 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00107 0,00536 0.00107 mg/kg 02.23.15 16:11 U 1 Bromobenzene 108-86-1 <0.00107 0.00536 0.00107 mg/kg 02.23.1516.11 U 1 Bromochloromethane 74-97-5 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Bromodichloromethane 75-27-4 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Bromoform 75-25-2 <0.00107 0.00536 0.00107 mg/kg 02.23,15 16:11 U 1 Methyl bromide 74-83-9 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 tert-Butylbenzene 98-06-6 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U I Sec -Butyl benzene 135-98-8 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 n-Butylbenzene 104-51-8 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 UXF 1 Carbon Tetrachloride 56-23-5 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Chlorobenzene 108-90-7 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Chloroethane 75-00-3 <0.00214 0.0107 0.00214 mg/kg 02.23.15 16:11 U I Chloroform 67-66-3 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Methyl Chloride 74-87-3 <0.00214 0.0107 0.00214 mg/kg 02.23.15 16:11 U 1 2-Chlorotoluene 95-49-8 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 4-Chlorotoluene 106-43-4 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00107 0.00536 0.00107 mg/kg 02.23,15 16:11 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000940 0.00536 0.000940 mg/kg 02.23.1516:11 OF I Dibromochloromethane 124-48-1 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 1,2-Dibromoethane 106-93-4 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Methylene bromide 74-95-3 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 1,2-Dichlorobenzene 95-50-1 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U I 1,3-Dichlorobenzene 541-73-1 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 1,4-Dichlorobenzene 106-46-7 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Dichlorodifluoromethane 75-71-8 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 1,2-Dichloroethane 107-06-2 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 1,1-Dichloroethane 75-34-3 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 1, 1 -Dichloroethene 75-35-4 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U I 2,2-Dichloropropane 594-20-7 <0.00107 0.00536 0.00107 mg/kg 02,23.1516:11 UX 1 1,3-Dichloropropane 142-28-9 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 1,2-Dichloropropane 78-87-5 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 1,1-Dichloropropene 563-58-6 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U I Ethylbenzene 100-41-4 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Hexachlorobutadiene 87-68-3 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Isopropyl benzene 98-92-8 <0.00107 0.00536 0.00107 mg/kg 02.23.15 16:11 U 1 Methylene Chloride 75-09-2 <0.00643 0.0107 0.00643 mg/kg 02.23.15 16:11 U 1 MTBE 1634-044 <0.00107 0.00536 0.00107 mg/kg 02.23,15 16:11 U 1 Naphthalene 91-20-3 <0.00214 0.0107 0.00214 mg/kg 02.23.15 16:11 U 1 n-Propylbenzene 103-65-1 <0.00107 0.00536 0.00107 mg/kg 02.23.1516.11 U 1 Page 6 of 89 Final 1.000 • Certificate of Analytical Results' r�u 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-10 10-11' Matrix: Solid Sample Depth: 10 - 11 Lab Sample Id: 502645-001 Date Collected: 02.16.15 1 LI0 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 6.72 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00107 0,00536 0.00107 mg/kg 02.23.1516:11 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 UXF 1 Tetrachloroethylene 127-18-4 <0.00214 0.00536 0.00214 mg/kg 02.23.1516:11 U 1 Toluene 108-88-3 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00107 0,00536 0.00107 mg/kg 02.23.1516:11 UX 1 1,1,2-Trichloroethane 79-00-5 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 Trichloroethylene 79-01-6 <0.00107 0.00536 0.00107 mg/kg 02.23.1516.11 UX 1 Trichlorofluoromethane 75-69-4 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 UX 1 1,2,3-Trichloropropane 96-184 <0.000194 0.00536 0.000194 mg/kg 02.23.1516:11 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00107 0,00536 0.00107 mg/kg 02.23.1516:11 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 Vinyl Chloride 75-01-4 <0.000429 0.00214 0.000429 mg/kg 02.23.15 16:11 U 1 o-Xylene 95-47-6 <0.00107 0.00536 0.00107 mg/kg 02.23.1516:11 U 1 m,p-Xylenes 179601-23-1 <0.00214 0.0107 0.00214 mg/kg 02.23.1516:11 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 65 - 135 % 1,2-Dichloroethane-D4 106 73 - 131 % Toluene-D8 103 78 - 138 % 4-Bromofluorobenzene 104 81 - 135 % Page 7 of 89 Final 1.000 w W Certificate of Analytical Results ' 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-11 10-15' Matrix: Solid Sample Depth: 10 - 15 Lab Sample Id: 502645-002 Date Collected: 02.16.15 12.10 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texasl005 Prep Method: 1005 Analyst: MAA % Moist: 5.54 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <7.92 52.8 7.92 mg/kg 02,20.15 15:24 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <6.81 52.8 6.81 mg/kg 02,20.15 15:24 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <6.81 52.8 6.81 mg/kg 02.20.15 15:24 U 1 Total TPH 1005 PHC635 <6.81 6.81 mg/kg 02.20.15 15:24 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 96 70 - 130 % 1-Chlorooctane 96 70 - 130 % Page 8 of 89 Final 1.000 pq Certificate of Analytical Results rau CA1 LAG W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-11 10-15' Matrix: Solid Sample Depth: 10 - 15 Lab Sample Id: 502645-002 Date Collected: 02.16.15 12.10 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 5.54 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Bromobenzene 108-86-1 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Bromochloromethane 74-97-5 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Bromodichloromethane 75-27-4 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Bromoform 75-25-2 <0.00106 0.00529 0.00106 mg/kg 02.23.1516:32 U 1 Methyl bromide 74-83-9 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 tert-Butylbenzene 98-06-6 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Sec-Butylbenzene 135-98-8 <0.00106 0.00529 0.00106 mg/kg 02.23.1516:32 U 1 n-Butylbenzene 104-51-8 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Carbon Tetrachloride 56-23-5 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Chlorobenzene 108-90-7 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Chloroethane 75-00-3 <0.00212 0.0106 0.00212 mg/kg 02.23.1516:32 U 1 Chloroform 67-66-3 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U I Methyl Chloride 74-87-3 <0.00212 0.0106 0.00212 mg/kg 02.23.15 16:32 U 1 2-Chlorotoluene 95-49-8 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 4-Chlorotoluene 106-43-4 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 p-Cymene(p-lsopropyltoluene) 99-87-6 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000928 0.00529 0.000928 mg/kg 02.23.15 16:32 U 1 Dibromochloromethane 124-48-1 <0.00106 0,00529 0,00106 mg/kg 02.23.15 16:32 U 1 1,2-Dibromoethane 106-93-4 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Methylene bromide 74-95-3 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,2-Dichlorobenzene 95-50-1 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,3-Dichlorobenzene 541-73-1 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,4-Dichlorobenzene 106-46-7 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Dichlorodifluoromethane 75-71-8 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,2-Dichloroethane 107-06-2 <0.00106 0.00529 0.00106 mg/kg 02.231516:32 U 1 1,1-Dichloroethane 75-34-3 <0.00106 0.00529 000106 mg/kg 02.23.15 16:32 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 cis- 1,2-Dichloroethylene 156-59-2 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,1-Dichloroethene 75-35-4 <0.00106 0.00529 0.00106 mg/kg 02.231516:32 U 1 2,2-Dichloropropane 594-20-7 <0.00106 0.00529 0.00106 mg/kg 02.23.1516:32 U 1 1,3-Dichloropropane 142-28-9 <0.00106 0.00529 0.00106 mg/kg 02.23.1516:32 U 1 1,2-Dichloropropane 78-87-5 <0.00106 0.00529 0,00106 mg/kg 02.23.15 16:32 U 1 trans- 1, 3 -d ic hl oropropene 10061-02-6 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1, 1 -Dichloropropene 563-58-6 <0.00106 0.00529 0.00106 mg/kg 02.23.1516:32 U I cis-1,3-Dichloropropene 10061-01-5 <0.00106 0.00529 0.00106 mg/kg 02.23.1516:32 U 1 Ethylbenzene 100-41-4 <0.00106 0,00529 0.00106 mg/kg 02.231516:32 U 1 Hexachlorobutadiene 87-68-3 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 lsopropylbenzene 98-82-8 <0.00106 0,00529 0.00106 mg/kg 02.23.1516:32 U 1 Methylene Chloride 75-09-2 <0.00635 0.0106 0.00635 mg/kg 02.23.15 16:32 U 1 MTBE 1634-04-4 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U I Naphthalene 91-20-3 <0.00212 0.0106 0.00212 mg/kg 02.23.15 16:32 U 1 n-Propylbenzene 103-65-1 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Page 9 of 89 Final 1.000 Certificate of Analytical Results PJ L9 x-tYy ' 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-11 10-15' Matrix: Solid Sample Depth: 10 - 15 Lab Sample Id: 502645-002 Date Collected: 02.16.15 12.10 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 5.54 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U I Tetrachloroethylene 127-18-4 <0.00212 0.00529 0.00212 mg/kg 02.23.15 16:32 U 1 Toluene 108-88-3 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,1,2-Trichloroethane 79-00-5 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00106 0.00529 0,00106 mg/kg 02.23.15 16:32 U 1 Trichloroethylene 79-01-6 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Trichlorofluoromethane 75-69-4 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 1,2,3-Trichloropropane 96-18-4 <0.000192 0.00529 0.000192 mg/kg 02,23.1516:32 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00106 0.00529 0.00106 mg/kg 02,23.1516:32 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U 1 Vinyl Chloride 75-01-4 <0.000423 0.00212 0.000423 mg/kg 02.23.15 16:32 U 1 o-Xylene 95-47-6 <0 00106 0.00529 0.00106 mg/kg 02.23.15 16:32 U I m,p-Xylenes 179601-23-1 <0.00212 0.0106 0.00212 mg/kg 02.23.15 16:32 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 65 - 135 % 1,2-Dichloroethane-D4 106 73 - 131 % Toluene-138 102 78-138 % 4-Bromofluorobenzene 101 81 - 135 % Page 10 of 89 Final 1.000 • Certificate of Analytical Results IJU 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-12 12.5-14' Matrix: Solid Sample Depth: 12.5 - 14 Lab Sample Id: 502645-003 Date Collected: 02.16.15 15.20 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 12.18 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-Cl2 Gasoline Range Hydrocarbons PHC612 <8.53 56.9 8.53 mg/kg 02.19.15 19:20 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <7.34 56.9 7.34 mg/kg 02.19.15 19:20 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <7.34 56.9 7.34 mg/kg 02.19.15 19:20 U 1 Total TPH 1005 PHC635 <7.34 7.34 mg/kg 02.19.15 19:20 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 120 70 - 130 % 1-Chlorooctane 107 70 - 130 % Page 11 of 89 Final 1.000 Certificate of Analytical ResultsJ&' ��� rru W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-12 12.5-14' Matrix: Solid Sample Depth: 12.5 - 14 Lab Sample Id: 502645-003 Date Collected: 02.16.15 15.20 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 12.18 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00114 0.00569 0.00114 mg/kg 02 23.15 13:29 U 1 Bromobenzene 108-86-1 <0.00114 0,00569 0.00114 mg/kg 02.23.15 13:29 U I Bromochloromethane 74-97-5 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Bromodichloromethane 75-27-4 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Bromoform 75-25-2 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Methyl bromide 74-83-9 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U I tert-Butylbenzene 98-06-6 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Sec-Butylbenzene 135-98-8 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 n-Butylbenzene 104-51-8 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Carbon Tetrachloride 56-23-5 <0.00114 0.00569 0.00114 mg/kg 02,23.15 13:29 U 1 Chlorobenzene 108-90-7 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Chloroethane 75-00-3 <0.00228 0.0114 0.00228 mg/kg 02.23.15 13:29 U 1 Chloroform 67-66-3 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Methyl Chloride 74-87-3 <0.00228 0.0114 0.00228 mg/kg 02.23.15 13:29 U I 2-Chlorotoluene 95-49-8 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 4-Chlorotoluene 106-43-4 <0.00114 0.00569 0.00114 mg/kg 02.23.1513:29 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000999 0.00569 0,000999 mg/kg 02.23.15 13:29 U 1 Dibromochloromethane 124-48-1 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U I 1,2-Dibromoethane 106-93-4 <0.00114 0,00569 0.00114 mg/kg 02.23.15 13:29 U 1 Methylene bromide 74-95-3 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,2-Dichlorobenzene 95-50-1 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,3-Dichlorobenzene 541-73-1 <0.00114 0.00569 0,00114 mg/kg 02.23.15 13:29 U 1 1,4-Dichlorobenzene 106-46-7 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Dichlorodifluoromethane 75-71-8 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,2-Dichloroethane 107-06-2 <0.00114 0.00569 0.00114 mg/kg 02.231513:29 U 1 Ij-Dichloroethane 75-34-3 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U I cis-1,2-Dichloroethylene 156-59-2 <0.00114 0.00569 0.00114 mg/kg 02.23.1513:29 U 1 1,1-Dichloroethee 75-35-4 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 2,2-Dichloropropane 594-20-7 <0.00114 0.00569 0.00114 mg/kg 02 23.15 13:29 U 1 1,3-Dichloropropane 142-28-9 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,2-Dichloropropane 78-87-5 <0.00114 0.00569 0.00114 mg/kg 02,23.1513:29 U I trans-1,3-dwhloropropene 10061-02-6 <0.00114 0.00569 0.00114 mg/kg 02.231513:29 U 1 1,1-Dichloropropene 563-58-6 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Ethylbenzene 100-41-4 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U I Hexachlorobutadiene 87-68-3 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Isopropylbenzene 98-82-8 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Methylene Chloride 75-09-2 <0.00683 0.0114 0.00683 mg/kg 02.23.15 13:29 U 1 MTBE 1634-04-4 <0.00114 0.00569 0.00114 mg/kg 02.231513:29 U 1 Naphthalene 91-20-3 <0.00228 0.0114 0.00228 mg/kg 02,23.1513:29 U 1 n-Propylbenzene 103-65-1 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Page 12 of 89 Final 1.000 Certificate of Analytical Results nu 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-12 12.5-14' Matrix: Solid Sample Depth: 12.5 - 14 Lab Sample Id: 502645-003 Date Collected: 02.16.15 15.20 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 12.18 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 Tetrachloroethylene 127-18-4 <0.00228 0.00569 000228 mg/kg 02.23.15 13:29 U 1 Toluene 108-88-3 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,1,2-Trichloroethane 79-00-5 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00114 0.00569 000114 mg/kg 02.23.15 13:29 U 1 Trichloroethylene 79-01-6 <0.00114 0.00569 0.00114 mg/kg 02.23.1513.29 U 1 Trichlorofluoromethane 75-694 <0.00114 0.00569 0.00114 mg/kg 02,23.1513:29 U 1 1,2,3-Trichloropropane 96-18-4 <0.000206 0.00569 0.000206 mg/kg 02.23.15 13:29 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00114 000569 0.00114 mg/kg 02.23.15 13:29 U 1 Vinyl Chloride 75-01-4 <0.000455 0,00228 0.000455 mg/kg 02.23.15 13:29 U 1 o-Xylene 95-47-6 <0.00114 0.00569 0.00114 mg/kg 02.23.15 13:29 U 1 m,p-Xylenes 179601-23-1 <0.00228 0.0114 0.00228 mg/kg 02.23.15 13:29 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 95 65 - 135 % 1,2-Dichloroethane-D4 102 73 - 131 % Toluene-138 105 78 - 138 % 4-Bromofluorobenzene 104 81 - 135 % Page 13 of 89 Final 1.000 Sample Id: SB-12 Lab Sample Id: 502645-004 Analytical Method: TPH by Texas1005 Analyst: MAA Seq Number: 962279 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Matrix: Water Date Collected: 02.16.15 16.10 % Moist: Date Prep: 02.19.15 14.30 Prep seq: 688805 CAS Number Result MQL PHC612 <0.689 4.63 PHCG]028 <0.597 4.63 PHCG2835 <0.597 4.63 PHC635 <0.597 % Recovery 98 92 Sample Depth: Date Received: 02.19.15 17.25 Prep Method: 1005 Tech: MAA L*j nu e �ws Analysis Dil Factor SDL Units Date Flag 0.689 mg/L 02.19.15 22:54 U 1 0.597 mg/L 02.19.15 22:54 U 1 0.597 mg/L 02.19.15 22:54 U 1 0.597 mg/L 02.19.15 22:54 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 14 of 89 Final 1.000 • Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample 1d: SB-12 Matrix: Water Sample Depth: Lab Sample Id: 502645-004 Date Collected: 02.16,15 16.10 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 0223.1516:45 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.23.1516:45 U 1 Bromoform 75-25-2 <0.00100 0,00500 0.00100 mg/L 02.23.15 16:45 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U I n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 0223.1516:45 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16 45 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 0223.1516:45 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 16:45 U l Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Methyl Chloride 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 16:45 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 16 45 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 16:45 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02 23.15 16:45 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 0223.1516A5 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1, 1 -Dichloroethane 75-34-3 <0.00100 0.00500 0,00100 mg/L 02.23.15 16:45 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0,00100 mg/L 02.23.15 16:45 U 1 1,1-Dichloroethee 75-354 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0,00100 mg/L 02.23.15 16 45 U I trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.23.1516:45 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 16 45 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16 45 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Etylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 1645 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U I Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.23.15 16-45 U I MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.23.1516:45 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 16:45 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U I Page 15 of 89 Final 1.000 Certificate of Analytical Results ., 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-12 Matrix: Water Sample Depth: Lab Sample Id: 502645-004 Date Collected: 02.16.15 16.10 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0,00500 0.00100 mg/L 02.23.15 16:45 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 1645 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.23.1516.45 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U I 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,1,1-Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1, 1,2-Trichl oroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16 45 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.23.15 16:45 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:45 U I m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.23.15 16:45 U I Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.23.15 16:45 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 105 61 - 132 % 1,2-Dichloroethane-D4 107 76 - 118 % Toluene-D8 102 74 - 130 % 4-Bromofluorobenzene 100 76 - 126 % Page 16 of 89 Final 1.000 Certificate of Analytical Results rau �n 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-13 Matrix: Water Sample Depth: Lab Sample Id: 502645-005 Date Collected: 02.17.15 16.15 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: Tech: MAA Seq Number: 962279 Date Prep: 02.19.15 14.30 Prep seq: 688805 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <0.698 4.69 0.698 mg/L 02.19.15 23:13 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 5.73 4.69 0.605 mg/L 02.19.15 23:13 1 C28-05 Oil Range Hydrocarbons PHCG2835 <0.605 4.69 0.605 mg/L 02,19.15 23:13 U 1 Total TPH 1005 PHC635 5.73 0.605 mg/L 02.19.15 23:13 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 89 75 -125 % 1-Chlorooctane 83 75 - 125 % Page 17 of 89 Final 1.000 • Certificate of Analytical Results10 a ' 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-13 Matrix: Water Sample Depth: Lab Sample Id: 502645-005 Date Collected: 02.17.15 16.15 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23.1516:59 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02,23.1516:59 U I Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23.1516:59 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.23.1516:59 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02.23.151659 U I Methyl bromide 74-83-9 <0.00100 0.00500 0.00100 mg(L 02.23.15 16:59 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02,23.1516:59 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.23.1516:59 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg(L 02.23.15 16:59 U I Chloroform 67-66-3 <0.00100 0,00500 0.00100 mg/L 02.23.15 16:59 U 1 Methyl Chloride 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 16:59 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 p-Cymene(p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.23.1516-59 U I 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 16:59 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg/L 02,23.15 16:59 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.23.1516-59 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16 59 U I 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.23,1516:59 U I cis-1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.23.1516-59 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U I 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 16 59 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 1, 1 -Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.23.1516:59 U I cis-1,3-Dichloropropene 10061-01-5 <0.00100 0,00500 0.00100 mg/L 02.23.15 16:59 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U I Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.23.15 16:59 U 1 MTBE 1634-044 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U I Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 16:59 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Page 18 of 89 Final 1.000 Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-13 Matrix: Water Sample Depth: Lab Sample Id: 502645-005 Date Collected: 02.17.15 16.15 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg(L 02.23.15 16:59 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg(L 02.23.15 16:59 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg(L 02.23.15 16:59 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.23.15 16:59 U 1 Toluene 108-88-3 <0.00100 0,00500 0.00100 mWL 02.23.15 16:59 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0,00500 0.00100 mg(L 02.23.15 16:59 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0,00500 0.00100 mg/L 02.23.1516:59 U I 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0,00100 mg/L 02.23.15 16:59 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0,00500 0.00100 mg/L 02.23.15 16:59 U 1 1,2,3-Trichloropropane 96-184 <0.000822 0.00500 0.000822 mg(L 02.23.15 16:59 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 000100 mg(L 02.23.15 16:59 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 16:59 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.23.15 16:59 U 1 Vinyl Chloride 75-01-4 <0.000400 0,00200 0.000400 mg/L 02.23.15 16:59 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 102 61 - 132 % 1,2-Dichloroethane-D4 109 76 - 118 % Toluene-D8 101 74 - 130 % 4-Bromofluorobenzene 104 76 - 126 % Page 19 of 89 Final 1.000 Sample Id: SB-16 Lab Sample Id: 502645-006 Analytical Method: TPH by Texas1005 Analyst: MAA Seq Number: 962279 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Matrix: Water Date Collected: 02.17.15 16.40 % Moist: Date Prep: 02.19.15 14.30 Prepseq: 688805 CAS Number Result MQL PHC612 <0.676 4.54 PHCG1029 <0.586 4.54 PHCG2835 <0.586 4.54 PHC635 <0.586 % Recovery 102 95 M��SM� nu J Sample Depth: Date Received: 02.19.15 17.25 Prep Method: 1005 Tech: MAA Analysis Dil Factor SDL Units Date Flag 0.676 mg/L 02.19.15 23:33 U 1 0.586 mg/L 02.19.15 23:33 U 1 0.586 mg/L 02.19.15 23:33 U 1 0.586 mg/L 02.19.15 23:33 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 20 of 89 Final 1.000 • Certificate of Analytical Results J ' nu C 111KAC �...-.w. W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-16 Matrix: Water Sample Depth: Lab Sample Id: 502645-006 Date Collected: 02.17.15 16.40 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23,15 17:26 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23,15 17:26 U 1 Bromodichloromethane 75-27-4 <0.00100 0,00500 0.00100 mg/L 02.23.15IT26 U 1 Bromoform 75-25-2 <0.00100 0,00500 0.00100 mg/L 02.23.151T26 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 tert-Butylbenzene 98-06-6 <0.00100 0,00500 0.00100 mg/L 02.23.15 17:26 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 0223.15 17:26 U 1 Chloroethane 75-00-3 <0.00200 0,00500 0.00200 mg/L 02.23.15 17:26 U I Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Methyl Chloride 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 17:26 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U I 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U I p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0,00500 0.00100 mg/L 02.23.15 17:26 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.23.1517.26 U I 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 17:26 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U I 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.23.1517.26 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U 1 1,1-Dichloroethee 75-354 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 cis- 1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 1726 U I trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.23,15 17.26 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 1726 U 1 I,1-Dichloropropene 563-58-6 <0.00100 0.00500 0,00100 mg/L 02.23.151726 U 1 cis- 1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.23,15 17:26 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.23,15 17:26 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U I Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 17:26 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Page 21 of 89 Final 1.000 Certificate of Analytical Results 4 nu x�r 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-16 Matrix: Water Sample Depth: Lab Sample Id: 502645-006 Date Collected: 02.17.15 16.40 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dill Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02,23.15 17:26 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.23,15 17:26 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02,23.1517:26 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1, 1, 1 -Tri chloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0,00100 mg/L 02.23.15 17:26 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.23.15 17:26 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0,00500 0.00100 mg/L 02.23.15 17:26 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 17:26 U 1 m,p-Xylenes 179601-23-1 <0.00200 HIM 0.00200 mg/L 02.23.15 17:26 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.23.15 17:26 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 61 - 132 % 1,2-Dichloroethane-D4 106 76 - 118 % Toluene-D8 99 74 - 130 % 4-Bromofluorobenzene ]00 76-126 % Page 22 of 89 Final 1.000 Litill• Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-13 18-19' Matrix: Solid Sample Depth: 18 - 19 Lab Sample Id: 502645-007 Date Collected: 02.17.15 09.50 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA %Moist: 8.73 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-Cl2 Gasoline Range Hydrocarbons PHC612 <40.7 271 40.7 mg/kg 02.19.15 19:39 U 5 C12-C28 Diesel Range Hydrocarbons PHCG1028 2190 271 35.0 mg/kg 02.19.15 19:39 5 C28-C35 Oil Range Hydrocarbons PHCG2835 235 271 35.0 mgtkg 02.19.15 19:39 J 5 Total TPH 1005 PHC635 2430 35.0 mg/kg 02.19.15 19:39 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 122 70 - 130 % l-Chlorooetane 100 70 - 130 % Page 23 of 89 Final 1.000 Certificate of Analytical Results L• PJ LO 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-13 18-19' Matrix: Solid Sample Depth: 18 - 19 Lab Sample Id: 502645-007 Date Collected: 02.17.15 09.50 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 8.73 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prepseq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00110 0,00548 0.00110 mg/kg 02.23.15 17:39 U I Bromobenzene 108-86-1 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Bromochloromethane 74-97-5 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Bromodichloromethane 75-27-4 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Bromoform 75-25-2 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U I Methyl bromide 74-83-9 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 tert-Butylbenzene 98-06-6 0.00328 0.00548 0.00110 mg/kg 02.23.15 17:39 J 1 Sec-Butylbenzene 135-98-8 0.00381 0.00548 0.00110 mg/kg 02.23.15 17:39 J 1 n-Butylbenzene 104-51-8 0.0107 0.00548 0.00110 mg/kg 02.23.15 17:39 1 Carbon Tetrachloride 56-23-5 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Chlorobenzene 108-90-7 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Chloroethane 75-00-3 <0.00219 0.0110 0.00219 mg/kg 02.23.1517:39 U 1 Chloroform 67-66-3 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Methyl Chloride 74-87-3 <0.00219 0.0110 0.00219 mg/kg 02.23.15 17:39 U 1 2-Chlorotoluene 95-49-8 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 4-Chlorotoluene 106-43-4 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 0.00328 0.00548 0.00110 mg/kg 02.23.15 17:39 J 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000961 0.00548 0.000961 mg/kg 02.23.1517:39 U 1 Dibromochloromethane 124-48-1 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,2-Dibromoethane 106-93-4 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Methylene bromide 74-95-3 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,2-Dichlorobenzene 95-50-1 <0.00I10 0.00548 0.00110 mg/kg 02.23.1517:39 U 1 1,3-Dichlorobenzene 541-73-1 <0.00110 0.00548 0.00110 mg/kg 02.231517:39 U I 1,4-Dichlorobenzene 106-46-7 <0.001 to 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Dichlorodifluoromethane 75-71-8 <0.00110 0.00548 0.00110 mg/kg 02.23.1517:39 U 1 1,2-Dichloroethane 107-06-2 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,1-Dichloroethane 75-34-3 <0.00I10 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00110 0.00548 0.00110 mg/kg 02.23.1517:39 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 I,1-Dichloroethene 75-35-4 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 2,2-Dichloropropane 594-20-7 <0.00110 0.00548 0.00110 mg/kg 02.23.1517:39 U 1 1,3-Dichloropropane 142-28-9 <0.00110 0.00548 0.00110 mg/kg 02.23.1517:39 U 1 1,2-Dichloropropane 78-87-5 <0.00110 0.00548 0.00110 mg/kg 02,23.1517:39 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,1-Dichloropropene 563-58-6 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Ethylbenzene 100-41-4 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Hexachlorobutadiene 87-68-3 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Isopropylbenzene 98-82-8 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Methylene Chloride 75-09-2 <0.00657 0.0110 0.00657 mg/kg 02.23.15 17:39 U 1 MTBE 1634-04-4 <0.00110 0.00548 0.00110 mg/kg 02,23.1517:39 U 1 Naphthalene 91-20-3 0.00760 0.0110 0.00219 mg/kg 02.231517:39 J 1 n-Propylbenzene 103-65-1 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U I Page 24 of 89 Final 1.000 Certificate of Analytical Results P%J�Li 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-13 18-19' Matrix: Solid Sample Depth: 18 - 19 Lab Sample Id: 502645-007 Date Collected: 02.17.15 09.50 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 8.73 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Tetrachloroethylene 127-18-4 <0.00219 0.00548 0.00219 mg/kg 02.23.1517.39 U 1 Toluene 108-88-3 0.00346 0.00548 0.00110 mg/kg 02.23.15 17:39 J 1 1,2,3-Trichlorobenzene 87-61-6 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00110 0,00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,1,2-Trichloroethane 79-00-5 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1, 1, 1 -Trichl oroethane 71-55-6 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Trichloroethylene 79-01-6 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Trichlorofluoromethane 75-69-4 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 1,2,3-Trichloropropane 96-18-4 <0.000198 0.00548 0.000198 mg/kg 02.23.15 17:39 U 1 1,2,4-Trimethylbenzene 95-63-6 0.00305 0,00548 0.00110 mg/kg 02,23.1517:39 J 1 1,3,5-Trimethylbenzene 108-67-8 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 Vinyl Chloride 75-01-4 <0.000438 0.00219 0.000438 mg/kg 02.23.15 17 39 U 1 o-Xylene 95-47-6 <0.00110 0.00548 0.00110 mg/kg 02.23.15 17:39 U 1 m,p-Xylenes 179601-23-1 0.00420 0.0110 0.00219 mg/kg 02.23.15 17:39 1 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 120 65 - 135 % 1,2-Dichloroethane-D4 115 73 - 131 % Toluene-D8 114 78 - 138 % 4-Bromofluorobenzene 67 81 - 135 % ** Page 25 of 89 Final 1.000 Certificate of Analytical Results j &I - 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-14 17-18' Matrix: Solid Sample Depth: 17 - 18 Lab Sample Id: 502645-008 Date Collected: 02.17.15 10.55 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 7.75 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-02 Gasoline Range Hydrocarbons PHC612 492 270 40.4 mg/kg 02.19.15 19:59 5 C12-C28 Diesel Range Hydrocarbons PHCG1028 5110 270 34.8 mg/kg 02.19.15 19:59 5 C28-C35 Oil Range Hydrocarbons PHCG2835 487 270 34.8 mg/kg 02.19.15 19:59 5 Total TPH 1005 PHC635 6090 34.8 mg/kg 02.19.15 19:59 Surrogate %Recovery Limits Units Analysis Date Flag o-Terphenyl 122 70 - 130 % 1-Chlorooctane 110 70 - 130 % Page 26 of 89 Final 1.000 • Certificate of Analytical Results" PJU _ 502645 d~u W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-14 17-18' Matrix: Solid Sample Depth: 17 - 18 Lab Sample Id: 502645-008 Date Collected: 02.17.15 10.55 Date Received: 02.19.15 17.25 Analytical Method: VOAs by S W-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.75 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Bromobenzene 108-86-1 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Bromochloromethane 74-97-5 <0.00108 000542 0.00108 mg/kg 02.23.15 17:53 U 1 Bromodichloromethane 75-27-4 <0.00108 0.00542 0.00108 mg/kg 02.23.151753 U 1 Bromoform 75-25-2 <0 00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Methyl bromide 74-83-9 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 tert-Butylbenzene 98-06-6 <0 00108 0.00542 0.00108 mg/kg 02.23.15 1753 U 1 Sec-Butylbenzene 135-98-8 <0.00108 0.00542 0.00108 mg/kg 02.23.1517:53 U 1 n-Butylbenzene 104-51-8 <0 00108 000542 0.00108 mg/kg 02.23 15 17:53 U 1 Carbon Tetrachloride 56-23-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Chlorobenzene 108-90-7 <0 00108 0,00542 0,00108 mg/kg 02.23.15 17.53 U 1 Chloroethane 75-00-3 <0.00217 0.0108 0.00217 mg/kg 02.23.15 17:53 U 1 Chloroform 67-66-3 <0 00108 000542 0,00108 mg/kg 02.23.15 17.53 U 1 Methyl Chloride 74-87-3 <0.00217 0.0108 0.00217 mg/kg 02.23.15 17:53 U 1 2-Chlorotoluene 95-49-8 <0.00108 000542 0.00108 mg/kg 02.23 15 17.53 U 1 4-Chlorotoluene 106-43-4 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000951 0.00542 0.000951 mgfkg 02.23.15 17:53 U 1 Dibromochloromethane 124-48-1 <0.00108 0.00542 0.00108 mg/kg 02.23.1517.53 U I 1,2-Dibromoethane 106-93-4 <0.00108 0.00542 0.00108 mg/kg 02.23.1517:53 U 1 Methylene bromide 74-95-3 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17.53 U I 1,2-Dichlorobenzene 95-50-1 <0 00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,3-Dichlorobenzene 541-73-1 <0.00108 0.00542 0.00108 mg/kg 02,23.151753 U 1 1,4-Dichlorobenzene 106-46-7 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Dichlorodifluoromethane 75-71-8 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,2-Dichloroethane 107-06-2 <0.00108 0.00542 0.00108 mg/kg 02,23.1517-53 U 1 1, 1 -Dichloroethane 75-34-3 <0.00108 0.00542 0.00108 mg/kg 02.23.151753 U I trans- l,2-dichloroethylene 156-60-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17 53 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 l,I-Dichloroethene 75-35-4 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17 53 U l 2,2-Dichloropropane 594-20-7 <0.00108 0.00542 0.00108 mg/kg 02.23.1517:53 U 1 1,3-Dichloropropane 142-28-9 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,2-Dichloropropane 78-87-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 trans- l,3-dichloropropene 10061-02-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17 53 U 1 1,1-Dichloropropene 563-58-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 cis- 1,3-Dichloropropene 10061-01-5 <0.00108 0.00542 0.00108 mg/kg 02.231517.53 U 1 Etylbenzene 100-41-4 <0.00108 0.00542 0.00108 mg/kg 02.23.1517:53 U I Hexachlorobutadiene 87-68-3 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Isopropylbenzene 98-82-8 0.00629 0.00542 0.00108 mg/kg 02.23.1517:53 1 Methylene Chloride 75-09-2 <0.00650 0.0108 0.00650 mg/kg 02.23.15 17.53 U I MTBE 1634-04-4 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Naphthalene 91-20-3 0.00515 0.0108 0.00217 mg/kg 02.23.1517:53 J 1 n-Propylbenzene 103-65-1 <0 00108 0.00542 0.00108 mg/kg 02.2115 17:53 U 1 Page 27 of 89 Final 1.000 Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-14 17-18' Matrix: Solid Sample Depth: 17 - 18 Lab Sample Id: 502645-008 Date Collected: 02.17.15 10.55 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.75 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prepseq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Tetrachloroethylene 127-18-4 <0.00217 0.00542 0.00217 mg/kg 02.23.15 17:53 U 1 Toluene 108-88-3 0.00221 0.00542 0.00108 mg/kg 02.23.15 17:53 J 1 1,2,3-Trichlorobenzene 87-61-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U I 1,2,4-Trichlorobenzene 120-82-1 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,1,2-Trichloroethane 79-00-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15IT53 U I 1,1,1-Trichloroethane 71-55-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17 53 U 1 Trichloroethylene 79-01-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 Trichlorofluoromethane 75-69-4 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 1,2,3-Trichloropropane 96-18-4 <0.000196 0.00542 0.000196 mg/kg 02.23.15 17:53 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U I 1,3,5-Trimethylbenzene 108-67-8 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U I Vinyl Chloride 75-01-4 <0.000434 0.00217 0.000434 mg/kg 02.23.15 17:53 U 1 o-Xylene 95-47-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 17:53 U 1 m,p-Xylenes 179601-23-1 <0.00217 0.0108 0.00217 mg/kg 02.23.15 17:53 U I Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 129 65 - 135 % 1,2-Dichloroethane-D4 120 73 - 131 % Toluene-D8 122 78 - 138 % 4-Bromofluorobenzene 16 81 - 135 % ** Page 28 of 89 Final 1.000 • Certificate of Analytical Results 44. 502645 -= W a. W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-15 17-17.5' Matrix: Solid Sample Depth: 17 - 17.5 Lab Sample Id: 502645-009 Date Collected: 02.17.15 12.05 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 7.23 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-02 Gasoline Range Hydrocarbons PHC612 227 108 16.2 mg(kg 02.19.15 20:38 2 C12-C28 Diesel Range Hydrocarbons PHCG1028 2640 108 13.9 mg(kg 02.19.15 20:38 2 C28-C35 Oil Range Hydrocarbons PHCG2835 191 108 13.9 mg(kg 02.19.15 20:38 2 Total TPH 1005 PHC635 3060 13.9 mg(kg 02.19.15 20:38 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 115 70- 130 % 1-Chlorooctane 122 70- 130 % Page 29 of 89 Final 1.000 • Certificate of Analytical Results PJL9 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-15 17-17.5' Matrix: Solid Sample Depth: 17 - 17.5 Lab Sample Id: 502645-009 Date Collected: 02.17.15 12.05 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.23 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prepseq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Bromobenzene 108-86-1 <0.00108 0.00539 0.00108 mg/kg 02.23,1518:07 U 1 Bromochloromethane 74-97-5 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Bromodichloromethane 75-27-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Bromoform 75-25-2 <0.00108 0.00539 0.00108 mg/kg 02,23.1518:07 U 1 Methyl bromide 74-83-9 <0.00108 0.00539 000108 mg/kg 02.23.15 18:07 U 1 tert-Butylbenzene 98-06-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Sec-Butylbenzene 135-98-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 n-Butylbenzene 104-51-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Carbon Tetrachloride 56-23-5 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Chlorobenzene 108-90-7 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Chloroethane 75-00-3 <0.00216 0.0108 0.00216 mg/kg 02.23.15 18:07 U 1 Chloroform 67-66-3 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Methyl Chloride 74-87-3 <0.00216 0.0108 0.00216 mg/kg 02.23.15 18:07 U 1 2-Chlorotoluene 95-49-8 <0.00108 0.00539 000108 mg/kg 02.23.15 18:07 U 1 4-Chlorotoluene 106-43-4 <0.00108 0.00539 0.00108 mg/kg 02.23,1518:07 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000945 0.00539 0.000945 mg/kg 02.23.15 18:07 U 1 Dibromochloromethane 124-48-1 <0.00108 0.00539 000108 mg/kg 02.23.15 18:07 U 1 1,2-Dibromoethane 106-93-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Methylene bromide 74-95-3 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,2-Dichlorobenzene 95-50-1 <0.00108 000539 0.00108 mg/kg 02.23.15 18:07 U 1 1,3-Dichlorobenzene 541-73-1 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,4-Dichlorobenzene 106-46-7 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Dichlorodifluoromethane 75-71-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,2-Dichloroethane 107-06-2 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 l,l-Dichloroethane 75-34-3 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00108 0.00539 0,00108 mg/kg 02.23.15 18:07 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,1-Dichloroethee 75-35-4 <0.00108 0.00539 0.00108 mpIg 02.23.15 18:07 U 1 2,2-Dichloropropane 594-20-7 <0.00108 0.00539 000108 mg/kg 02.23.15 18:07 U 1 1,3-Dichloropropane 142-28-9 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,2-Dichloropropane 78-87-5 <0.00108 0,00539 0.00108 mg/kg 02.23.15 18:07 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00108 000539 0.00108 mg/kg 02.23.15 18:07 U 1 1,1-Dichloropropene 563-58-6 <0.00108 000539 000108 mg/kg 02.23.15 18:07 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Ethylbenzene 100-41-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Hexachlorobutadiene 87-68-3 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Isopropylbenzene 98-82-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Methylene Chloride 75-09-2 <0.00647 00108 0.00647 mg/kg 02.23.15 18:07 U 1 MTBE 1634-04-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Naphthalene 91-20-3 0.0104 0.0108 0.00216 mg/kg 02.23.15 18:07 J 1 n-Propylbenzene 103-65-1 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Page 30 of 89 Final 1.000 Certificate of Analytical Results Aw 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-15 17-17.5' Matrix: Solid Sample Depth: 17 - 17.5 Lab Sample Id: 502645-009 Date Collected: 02.17.15 12.05 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.23 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00108 0.00539 0.00108 mg/kg 0223.15 18:07 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00108 0.00539 0.00108 mg/kg 0223.15 18:07 U 1 1, 1,2,2-Tetrac hloroethane 79-34-5 <0.00108 0,00539 0.00108 mg/kg 02.23.15 18:07 U 1 Tetrachloroethylene 127-18-4 <0.00216 0.00539 0.00216 mg/kg 0223.1518:07 U 1 Toluene 108-88-3 <0.00108 0.00539 0,00108 mg/kg 02.23.1518:07 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00108 0.00539 0.00108 mg/kg 0223.1518:07 U 1 1, 1,2-Trichl oroethane 79-00-5 <0 00108 000539 0.00108 mg/kg 02.23.15 18:07 U 1 1,1,1-Trichloroethane 71-55-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Trichloroethylene 79-01-6 <0 00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 Trichlorofluoromethane 75-694 <0.00108 0.00539 0.00108 mg/kg 0223.15 18:07 U 1 1,2,3-Trichloropropane 96-18-4 <0.000195 0.00539 0.000195 mg/kg 02.23.15 18:07 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00108 0.00539 0.00108 mg/kg 02.23.1518:07 U 1 Vinyl Chloride 75-01-4 <0.000431 0.00216 0.000431 mg/kg 02.23.15 18:07 U 1 o-Xylene 95-47-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 18:07 U 1 m,p-Xylenes 179601-23-1 <0.00216 0.0108 0.00216 mg/kg 02.23.15 18:07 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 117 65 - 135 % 1,2-Dichloroethane-D4 114 73 - 131 % Toluene-138 119 78-138 % 4-Bromofluorobenzene 57 81 - 135 % ** Page 31 of 89 Final 1.000 Sample Id: SB-16 10-13' Lab Sample Id: 502645-010 Analytical Method: TPH by Texas1005 Analyst: MAA Seq Number: 962276 Parameter C6-02 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Matrix: Solid Date Collected: 02.17.15 13.40 % Moist: 4.76 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Number Result MQL PHC612 <7.80 52.0 PHCG1028 46.6 52.0 PHCG2835 <6.71 52.0 PHC635 46.6 % Recovery 130 115 Sample Depth: 10 - 13 Date Received: 02.19.15 17.25 Prep Method: 1005 Tech: MAA r�u �.. mow.. Analysis Dil Factor SDL Units Date Flag 7.80 mg/kg 02.19.15 20:58 U 1 6.71 mg/kg 02.19.15 20:58 J 1 6.71 mg/kg 02.19.15 20:58 U 1 6.71 mg/kg 02.19.15 20:58 J Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 32 of 89 Final 1.000 Certificate of Analytical Results W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-16 10-13' Matrix: Solid Sample Depth: 10 - 13 Lab Sample Id: 502645-010 Date Collected: 02.17.15 13.40 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 4.76 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Bromobenzene 108-86-1 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U I Bromochloromethane 74-97-5 <0.00105 0.00525 0,00105 mg/kg 02.23.15 14:23 U 1 Bromodichloromethane 75-27-4 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Bromoform 75-25-2 <0.00105 0.00525 0.00105 mg/kg 02.23.1514:23 U I Methyl bromide 74-83-9 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 tert-Butylbenzene 98-06-6 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Sec-Butylbenzene 135-98-8 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 n-Butylbenzene 104-51-8 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Carbon Tetrachloride 56-23-5 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Chlorobenzene 108-90-7 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Chloroethane 75-00-3 <0.00210 0.0105 0.00210 mg/kg 02.23.15 14:23 U l Chloroform 67-66-3 <0.00105 0.00525 0.00105 mg/kg 0223.1514:23 U 1 Methyl Chloride 74-87-3 <0.00210 0.0105 0.00210 mg/kg 02.23,15 14:23 U I 2-Chlorotoluene 95-49-8 <0.00105 0.00525 0.00105 mg/kg 02,23.15 14:23 U 1 4-Chlorotoluene 106-43-4 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 p-Cymene (p-lsopropyltoluene) 99-87-6 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000921 0.00525 0.000921 mg/kg 02.23.15 14:23 U I Dibromochloromethane 124-48-1 <0 00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,2-Dibromoethane 106-934 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Methylene bromide 74-95-3 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,2-Dichlorobenzene 95-50-1 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,3-Dichlorobenzene 541-73-1 <0 00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 IA-Dichlorobenzene 106-46-7 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Dichlorodifluoromethane 75-71-8 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,2-Dichloroethane 107-06-2 <0.00105 0.00525 000105 mg/kg 02 23.15 14:23 U I l,l-Dichloroethane 75-34-3 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14.23 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00105 0.00525 0.00105 mg/kg 02,23.151423 U 1 I,l-Dichloroethene 75-35-4 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U l 2,2-Dichloropropane 594-20-7 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U l 1,3-Dichloropropane 142-28-9 <0.00105 0.00525 0.00105 mg/kg 02.23.1514.23 U I 1,2-Dichloropropane 78-87-5 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U I l,l-Dichloropropene 563-58-6 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Ethylbenzene 100-41-4 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Hexachlorobutadiene 87-68-3 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Isopropylbenzene 98-82-8 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Methylene Chloride 75-09-2 <0.00630 0.0105 0.00630 mg/kg 0223.15 14:23 U I MTBE 1634-04-4 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Naphthalene 91-20-3 <0.00210 0.0105 0.00210 mg/kg 02.231514:23 U 1 n-Propylbenzene 103-65-1 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Page 33 of 89 Final 1.000 • Certificate of Analytical Results ,u 502645~~�'L W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-16 10-13' Matrix: Solid Sample Depth: 10 - 13 Lab Sample Id: 502645-010 Date Collected: 02.17.15 13.40 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 4.76 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U I 1,1,2,2-Tetrachloroethane 79-34-5 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Tetrachloroethylene 127-18-4 <0.00210 0.00525 0.00210 mg/kg 02.23.15 14:23 U 1 Toluene 108-88-3 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00105 0.00525 0,00105 mg/kg 02.23.15 14:23 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 1,1,2-Trichloroethane 79-00-5 <0.00105 0.00525 0.00105 mg/kg 02.23.1514.23 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 Trichloroethylene 79-01-6 <0.00105 0.00525 0,00105 mg/kg 0223.1514:23 U 1 Trichlorofluoromethane 75-69-4 <0.00105 0.00525 0,00105 mg/kg 02.23.15 14:23 U 1 1,2,3-Trichloropropane 96-18-4 <0.000190 0.00525 0.000190 mg/kg 0223.15 14:23 U I 1,2,4-Trimethylbenzene 95-63-6 <0.00105 0.00525 0.00105 mg/kg 0223.15 14:23 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00105 0.00525 0.00105 mg/kg 0223.1514:23 U 1 Vinyl Chloride 75-01-4 <0.000420 0.00210 0.000420 mg/kg 02.23.15 14:23 U 1 o-Xylene 95-47-6 <0.00105 0.00525 0.00105 mg/kg 02.23.15 14:23 U 1 m,p-Xylenes 179601-23-1 <0.00210 0.0105 0.00210 mg/kg 02.23.15 14:23 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 109 65 - 135 % 1,2-Dichloroethane-D4 114 73 - 131 % Toluene-D8 93 78-138 % 4-Bromofluorobenzene 129 81 - 135 % Page 34 of 89 Final 1.000 • Certificate of Analytical Results rau 4* 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-17 5-8' Matrix: Solid Sample Depth: 5 - 8 Lab Sample Id: 502645-011 Date Collected: 02.17.15 14.45 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 7.91 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <8.13 54.2 8.13 mg(kg 02.19.15 21:17 U 1 C 12-C28 Diesel Range Hydrocarbons PHCG1028 <6.99 54.2 6.99 mglkg 02.19.15 21:17 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <6.99 54.2 6.99 mg/kg 02.19.15 21:17 U 1 Total TPH 1005 PHC635 <6.99 6.99 mg/kg 02.19.15 21:17 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 119 70 - 130 % 1-Chlorooctane 102 70 - 130 % Page 35 of 89 Final 1.000 Lus • Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-17 5-8' Matrix: Solid Sample Depth: 5 - 8 Lab Sample Id: 502645-011 Date Collected: 02.17.15 14.45 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.91 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 7143-2 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Bromobenzene 108-86-1 <0 00109 0.00543 0.00109 mg/kg 02,23.15 14:36 U 1 Bromochloromethane 74-97-5 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Bromodichloromethane 75-27-4 <0.00109 0.00543 0.00109 mg/kg 02.23,15 14:36 U 1 Bromoform 75-25-2 <0.00109 0.00543 0.00109 mg/kg 02,23.15 14:36 U 1 Methyl bromide 74-83-9 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U I tert-Butyl benzene 98-06-6 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Sec-Butylbenzene 135-98-8 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 n-Butylbenzene 104-51-8 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Carbon Tetrachloride 56-23-5 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Chlorobenzene 108-90-7 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Chloroethane 75-00-3 <0.00217 0.0109 0.00217 mg/kg 02.23,15 14:36 U 1 Chloroform 67-66-3 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Methyl Chloride 74-87-3 <0.00217 0.0109 0.00217 mg/kg 02.23.15 14:36 U I 2-Chlorotoluene 95-49-8 <0 00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 4-Chlorotoluene 106-43-4 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000952 0.00543 0.000952 mg/kg 02.23.15 14:36 U 1 Dibromochloromethane 124-48-1 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,2-Dibromoethane 106-93-4 <0.00109 0.00543 0.00109 mg/kg 02.23,15 14:36 U 1 Methylene bromide 74-95-3 <0.00109 0,00543 0.00109 mg/kg 02.23.15 14:36 U I 1,2-Dichlorobenzene 95-50-1 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,3-Dichlorobenzene 541-73-1 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,4-Dichlorobenzene 106-46-7 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Dichlorodifluoromethane 75-71-8 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,2-Dichloroethane 107-06-2 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,1-Dichloroethane 75-34-3 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U I trans-1,2-dichloroethylene 156-60-5 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U I 1,1-Dichloroethee 75-35-4 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U I 2,2-Dichloropropane 594-20-7 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,3-Dichloropropane 142-28-9 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1,2-Dichloropropane 78-87-5 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 1, 1 -Dichloropropene 563-58-6 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U I cis-1,3-Dichloropropene 10061-01-5 <0.00109 0.00543 0,00109 mg/kg 02.23.15 14:36 U 1 Ethylbenzene 100-414 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Hexachlorobutadiene 87-68-3 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U I lsopropylbenzene 98-82-8 <0.00109 0.00543 0.00109 mg/kg 02.231514:36 U 1 Methylene Chloride 75-09-2 <0.00652 0.0109 0.00652 mg/kg 02,23.15 14:36 U 1 MTBE 1634-04-4 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Naphthalene 91-20-3 <0.00217 0.0109 0.00217 mg/kg 02.23 . 15 14:36 U 1 n-Propylbenzene 103-65-1 <0.00109 0.00543 0.00109 mg/kg 02.23.15 14:36 U 1 Page 36 of 89 Final 1.000 Certificate of Analytical Results r�u 502645 W&M Environmental -Ft. Worth, Fort Worth, 'rX Borings Sample Id: SB-17 5-8' Matrix: Solid Sample Depth: 5 - 8 Lab Sample Id: 502645-011 Date Collected: 02.17.15 14.45 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 7.91 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 I0.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U I 1,1,1,2-Tetrachloroethane 630-20-6 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 Tetrachloroethylene 127-18-4 <0.00217 0.00543 0.00217 mg/kg 02.23.1514:36 U I Toluene 108-88-3 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 1,1,2-Trichloroethane 79-00-5 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 1,1,1-Trichloroethane 71-55-6 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 Trichloroethylene 79-01-6 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 Trichlorofluoromethane 75-69-4 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 1,2,3-Trichloropropane 96-18-4 <0.000197 0.00543 0.000197 mg/kg 02.23.1514:36 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00109 0.00543 0.00109 mg/kg 02.23.1514:36 U I Vinyl Chloride 75-01-4 <0.000434 0,00217 0.000434 mg/kg 02.23.15 14:36 U 1 o-Xylene 95-47-6 <0.00109 0.00543 0.00109 mg/kg 02,23.1514:36 U 1 m,p-Xylenes 179601-23-1 <0.00217 0.0109 0.00217 mg/kg 02.23.1514:36 U 1 Surrogate % Recovery Limits Units Analysis Dale Flag Dibromofluoromethane 106 65 - 135 % 1,2-Dichloroethane-D4 108 73 - 131 % Toluene-138 108 78 - 138 % 4-Bromofluorobenzene 125 81 - 135 % Page 37 of 89 Final 1.000 Certificate of Analytical Results r�u 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-18 17-17.5' Matrix: Solid Sample Depth: 17 - 17.5 Lab Sample Id: 502645-012 Date Collected: 02.18.15 12.25 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 7.74 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <8.10 54.0 8.10 mg(kg 02.20.15 15:43 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 20.4 54.0 6.97 mg(kg 02.20.15 15:43 1 1 C28-05 Oil Range Hydrocarbons PHCG2835 <6.97 54.0 6.97 mg(kg 02.20.15 15:43 U 1 Total TPH 1005 PHC635 20.4 6.97 mg(kg 02.20.15 15:43 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 85 70 - 130 % 1-Chlorooctane 92 70 - 130 % Page 38 of 89 Final 1.000 • Certificate of Analytical Results nu 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-18 17-17.5' Matrix: Solid Sample Depth: 17 - 17.5 Lab Sample Id: 502645-012 Date Collected: 02.18.15 12.25 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU %Moist: 7.74 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 Bromobenzene 108-86-1 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Bromochloromethane 74-97-5 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Bromodichloromethane 75-27-4 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Bromoform 75-25-2 <0 00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 Methyl bromide 74-83-9 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 tert-Butylbenzene 98-06-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U I Sec-Butylbenzene 135-98-8 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 n-Butylbenzene 104-51-8 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Carbon Tetrachloride 56-23-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 Chlorobenzene 108-90-7 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Chloroethane 75-00-3 <0.00217 0.0108 0.00217 mg/kg 02.23.151901 U 1 Chloroform 67-66-3 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Methyl Chloride 74-87-3 <0.00217 0.0108 0.00217 mg/kg 02.23.15 19:01 U 1 2-Chlorotoluene 95-49-8 <0.00108 0.00542 0.00108 mg/kg 02.23.151901 U 1 4-Chlorotoluene 106-43-4 <0.00108 0.00542 0.00108 mg/kg 02.231519:01 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0 000951 000542 0.000951 mg/kg 02.23.15 19:01 U 1 Dibromochloromethane 124-48-1 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 1,2-Dibromoethane 106-93-4 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Methylene bromide 74-95-3 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,2-Dichlorobenzene 95-50-1 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 1,3-Dichlorobenzene 541-73-1 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U I 1,4-Dichlorobenzene 106-46-7 <0 00108 000542 0.00108 mg/kg 02.23.15 19:01 U I Dichlorodifluoromethane 75-71-8 <0.00108 000542 0.00108 mg/kg 02.23.15 1901 U 1 1,2-Dichloroethane 107-06-2 <0 00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 ],I-Dichloroethane 75-34-3 <0 00108 000542 0.00108 mg/kg 02.23.1519.01 U 1 trans-1,2-dichloroethylene 156-60-5 <0 00108 000542 0.00108 mg/kg 02.23.15 19.01 U I cis-1,2-Dichloroethylene 156-59-2 <0.00108 000542 0.00108 mg/kg 0223.15 19.01 U 1 1,1-Dichloroethene 75-35-4 <0.00108 000542 0.00108 mg/kg 0223.15 19 01 U 1 2,2-Dichloropropane 594-20-7 <0.00108 000542 0.00108 mg/kg 0223.15 19 01 U 1 1,3-Dichloropropane 142-28-9 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,2-Dichloropropane 78-87-5 <0 00108 000542 0.00108 mg/kg 0223.15 19 01 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00108 000542 0.00108 mg/kg 0223.15 19.01 U 1 1,1-Dichloropropene 563-58-6 <0 00108 000542 0.00108 mg/kg 0223.15 19 01 U 1 cis-1,3-Dichloropropene 10061-01-5 <0 00108 000542 0.00108 mg/kg 0223 15 19 01 U 1 Ethylbenzene 100-41-4 <0.00108 000542 0.00108 mg/kg 02.23.15 19:01 U 1 Hexachlorobutadiene 87-68-3 <0 00108 0,00542 0.00108 mg/kg 02.23.15 19.01 U 1 Isopropylbenzene 98-82-8 <0 00108 000542 0.00108 mg/kg 0223 15 19:01 U 1 Methylene Chloride 75-09-2 <0.00650 0.0108 000650 mg/kg 02.23.15 19:01 U 1 MTBE 1634-04-4 <0 00108 000542 000108 mg/kg 02.23.15 19:01 U 1 Naphthalene 91-20-3 <0.00217 0.0108 0.00217 mg/kg 02.231519:01 U 1 n-Propylbenzene 103-65-1 <0 00108 000542 000108 mg/kg 02.23.15 19:01 U 1 Page 39 of 89 Final 1.000 �' KGFVR Certificate of Analytical Results PJ L 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-18 17-17.5' Matrix: Solid Sample Depth: 17 - 17.5 Lab Sample Id: 502645-012 Date Collected: 02.18.15 12.25 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.74 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Di1 Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 Tetrachloroethylene 127-18-4 <0.00217 0.00542 0.00217 mg/kg 02.23.15 19:01 U 1 Toluene 108-88-3 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U I 1,1,2-Trichloroethane 79-00-5 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1, 1, 1 -Tri chloroethane 71-55-6 <0.00108 0.00542 0.00108 mg/kg 02.23.1519.01 U 1 Trichloroethylene 79-01-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 Trichlorofluoromethane 75-694 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,2,3-Trichloropropane 96-184 <0.000196 0.00542 0.000196 mg/kg 02.23.15 19:01 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00108 0.00542 0.00108 mg/kg 02.23.15 19:01 U 1 Vinyl Chloride 75-01-4 <0.000434 0.00217 0.000434 mg/kg 02.23.15 19:01 U 1 o-Xylene 95-47-6 <0.00108 0.00542 0,00108 mg/kg 02.23.15 19:01 U 1 m,p-Xylenes 179601-23-1 <0.00217 0.0108 0.00217 mg/kg 02.23.15 19:01 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 95 65 - 135 % 1,2-Dichloroethane-D4 103 73 - 131 % Toluene-D8 106 78 - 138 % 4-Bromofluorobenzene 111 81 - 135 % Page 40 of 89 Final 1.000 P-414 IL • Certificate of Analytical Results r�u 502645 -~ W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-19 10-12.5' Matrix: Solid Sample Depth: 10 - 12.5 Lab Sample Id: 502645-013 Date Collected: 02.18.15 13.20 Date Received: 02.19.15 17.25 Analytical Method: TPH by TexasI005 Prep Method: 1005 Analyst: MAA % Moist: 4.17 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <7.76 51.7 7.76 mg/kg 02.19.15 21:56 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <6.67 51.7 6.67 mg/kg 02.19.15 21:56 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <6.67 51.7 6.67 mg/kg 02.19.15 21:56 U 1 Total TPH 1005 PHC635 <6.67 6.67 mg/kg 02.19.15 21:56 U Surrogate %Recovery Limits Units Analysis Date Flag o-Terphenyl 124 70 - 130 % 1-Chlorooctane 104 70 - 130 % Page 41 of 89 Final 1.000 Certificate of Analytical Results PJU 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-19 10-12.5' Matrix: Solid Sample Depth: 10 - 12.5 Lab Sample Id: 502645-013 Date Collected: 02.18.15 13.20 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 4.17 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00104 0.00522 0.00104 mg/kg 02,23.1519:15 U 1 Bromobenzene 108-86-1 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Bromochloromethane 74-97-5 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Bromodichloromethane 75-27-4 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Bromoform 75-25-2 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Methyl bromide 74-83-9 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 tert-Butylbenzene 98-06-6 <0.00104 0.00522 0,00104 mg/kg 02.23.15 19:15 U 1 Sec-Butylbenzene 135-98-8 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 n-Butylbenzene 104-51-8 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U I Carbon Tetrachloride 56-23-5 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Chlorobenzene 108-90-7 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Chloroethane 75-00-3 <0.00209 0.0104 0.00209 mg/kg 02.23.15 19:15 U 1 Chloroform 67-66-3 <0 00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Methyl Chloride 74-87-3 <0.00209 0.0104 0.00209 mg/kg 02.23.15 19:15 U 1 2-Chlorotoluene 95-49-8 <0 00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 4-Chlorotoluene 106-43-4 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 p-Cymene (p-lsopropyltoluene) 99-87-6 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000915 0.00522 0.000915 mg/kg 02.23.15 19:15 U 1 Dibromochloromethane 124-48-1 <0.00104 0.00522 0.00104 mg/kg 02.23.1519:15 U 1 1,2-Dibromoethane 106-93-4 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Methylene bromide 74-95-3 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,2-Dichlorobenzene 95-50-1 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,3-Dichlorobenzene 541-73-1 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,4-Dichlorobenzene 106-46-7 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U I Dichlorodifluoromethane 75-71-8 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,2-Dichloroethane 107-06-2 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,1-Dichloroethane 75-34-3 <0 00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 l,l-Dichloroethee 75-35-4 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 2,2-Dichloropropane 594-20-7 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U I 1,3-Dichloropropane 142-28-9 <0.00104 0.00522 0.00104 mg/kg 02.23.1519:15 U 1 1,2-Dichloropropane 78-87-5 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 trans- l,3-dichloropropene 10061-02-6 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 ],I-Dichloropropene 563-58-6 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 cis-1,3-Dichloropropene 10061-01-5 <0 00104 0.00522 0.00104 mg/kg 02,23.15 19:15 U 1 Ethylbenzene 100-41-4 <0 00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Hexachlorobutadiene 87-68-3 <0 00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Isopropylbenzene 98-82-8 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Methylene Chloride 75-09-2 <0.00626 0.0104 0.00626 mg/kg 02.23.15 19:15 U 1 MTBE 1634-04-4 <0.00104 0.00522 0.O0104 mg/kg 02.23.15 19:15 U 1 Naphthalene 91-20-3 <0.00209 0.0104 0.00209 mg/kg 02.23.15 19:15 U 1 n-Propylbenzene 103-65-1 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U I Page 42 of 89 Final 1.000 Certificate of Analytical Results L ru 502645 -°- W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-19 10-12.5' Matrix: Solid Sample Depth: 10 - 12.5 Lab Sample Id: 502645-013 Date Collected: 02.18.15 13.20 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 4.17 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00104 000522 0.00104 mg/kg 02.23.15 19:15 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00104 000522 0.00104 mg/kg 02.23.15 19:15 U 1 Tetrachloroethylene 127-18-4 <0.00209 000522 0.00209 mg/kg 02.23.15 19:15 U 1 Toluene 108-88-3 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U I 1,2,4-Trichlorobenzene 120-82-1 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1, 1,2-Trichl oroethane 79-00-5 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1, 1, 1 -Trichl oroethane 71-55-6 <0.00104 0.00522 0,00104 mg/kg 0223.1519:15 U 1 Trichloroethylene 79-01-6 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Trichlorofluoromethane 75-69-4 <0.00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 1,2,3-Trichloropropane 96-18-4 <0.000189 0,00522 0.000189 mg/kg 02.23.15 19:15 U 1 1,2,4-Trimethylbenzene 95-63-6 <0 00104 000522 0.00104 mg/kg 02.23.15 19:15 U 1 1,3,5-Trimethylbenzene 108-67-8 <0 00104 0.00522 0.00104 mg/kg 02.23.15 19:15 U 1 Vinyl Chloride 75-01-4 <0.000417 0.00209 0.000417 mg/kg 02.23.15 19:15 U 1 o-Xylene 95-47-6 <0.00104 000522 0.00104 mg/kg 02.23.15 19:15 U 1 m,p-Xylenes 179601-23-1 <0.00209 0.0104 0.00209 mg/kg 02.23.15 19:15 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 96 65 - 135 % 1,2-Dichloroethane-D4 101 73 - 131 % Toluene-D8 100 78 - 138 % 4-Bromofluorobenzene 101 81 - 135 % Page 43 of 89 Final 1.000 • Certificate of Analytical Results 502645 " W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-20 10-11' Matrix: Solid Sample Depth: 10 - 11 Lab Sample Id: 502645-014 Date Collected: 02.18.15 14.40 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 7.28 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <8.02 53.4 8.02 mg/kg 02.19.15 22:15 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 40.9 53.4 6.89 mg/kg 02.19.15 22:15 1 1 C28-05 Oil Range Hydrocarbons PHCG2835 <6.89 53.4 6.89 mg/kg 02.19.15 22.15 U 1 Total TPH 1005 PHC635 40.9 6.89 mg/kg 02.19.15 22 15 J Surrogate %Recovery Limits Units Analysis Date Flag o-Terphenyl 124 70 - 130 % 1-Chlorooctane 106 70 - 130 % Page 44 of 89 Final 1.000 Certificate of Analytical Results rau ` 502645 ---'w' W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-20 10-11' Matrix: Solid Sample Depth: 10 - 11 Lab Sample Id: 502645-014 Date Collected: 02.18.15 14.40 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.28 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Bromobenzene 108-86-1 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U I Bromochloromethane 74-97-5 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Bromodichloromethane 75-27-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Bromoform 75-25-2 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Methyl bromide 74-83-9 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 tert-Butylbenzene 98-06-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Sec -Butyl benzene 135-98-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 n-Butylbenzene 104-51-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Carbon Tetrachloride 56-23-5 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U I Chlorobenzene 108-90-7 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 Chloroethane 75-00-3 <0.00216 0.0108 0.00216 mg/kg 02.23.15 19:28 U 1 Chloroform 67-66-3 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Methyl Chloride 74-87-3 <0.00216 0.0108 0,00216 mg/kg 02.23.15 19 28 U 1 2-Chlorotoluene 95-49-8 <0.00108 0,00539 000108 mg/kg 02.23.15 19.28 U 1 4-Chlorotoluene 106-43-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000946 0.00539 0.000946 mg/kg 02.23.15 19:28 U 1 Dibromochloromethane 124-48-1 <0.00108 0.00539 0,00108 mg/kg 02.23.15 19:28 U 1 1,2-Dibromoethane 106-93-4 <0.00108 0.00539 000108 mg/kg 02.23.15 19:28 U 1 Methylene bromide 74-95-3 <0.00108 0.00539 0,00108 mg/kg 02,23.15 19 28 U 1 1,2-Dichlorobenzene 95-50-1 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 1,3-Dichlorobenzene 541-73-1 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 1,4-Dichlorobenzene 106-46-7 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Dichlorodifluoromethane 75-71-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 1,2-Dichloroethane 107-06-2 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 1,1-Dichloroethane 75-34-3 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 1,1-Dichloroethene 75-35-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 2,2-Dichloropropane 594-20-7 <0.00108 0.00539 000108 mg/kg 02.23.15 19:28 U 1 1,3-Dichloropropane 142-28-9 <0.00108 0.00539 000108 mg/kg 02.23.15 19:28 U 1 1,2-Dichloropropane 78-87-5 <0.00108 0.00539 0.00108 mg/kg 02,23.15 19:28 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 1, 1 -Dichloropropene 563-58-6 <0.00108 0.00539 0.00108 mg/kg 02.23.151928 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Etylbenzene 100-41-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Hexachlorobutadiene 87-68-3 <0.00108 0.00539 0.00108 mg/kg 02.23.1519.28 U 1 Isopropylbenzene 98-82-8 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U I Methylene Chloride 75-09-2 <0.00647 0.0108 0.00647 mg/kg 02.23.15 19:28 U 1 MTBE 1634-04-4 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19:28 U 1 Naphthalene 91-20-3 <0.00216 0.0108 0.00216 mg/kg 02.23.15 19:28 U 1 n-Propylbenzene 103-65-1 <0.00108 000539 000108 mg/kg 02.23.15 19:28 U 1 Page 45 of 89 Final 1.000 Certificate of Analytical Results !� 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-20 10-11' Matrix: Solid Sample Depth: 10 - 11 Lab Sample Id: 502645-014 Date Collected: 02.18.15 14.40 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 7.28 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U I 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U I 1,1,2,2-Tetrachloroethane 79-34-5 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 Tetrachloroethylene 127-18-4 <0.00216 0.00539 0.00216 mg/kg 02.23.1519:28 U 1 Toluene 108-88-3 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00108 0.00539 0.00108 mg/kg 02.23,15 19:28 U 1 1,1,2-Trichloroethane 79-00-5 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00108 0.00539 0.00108 mg/kg 02.23.15 19 28 U 1 Trichloroethylene 79-01-6 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 Trichlorofluoromethane 75-69-4 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 1,2,3-Trichloropropane 96-184 <0.000195 0.00539 0.000195 mg/kg 02.23.1519:28 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 Vinyl Chloride 75-01-4 <0.000431 0.00216 0000431 mg/kg 02.23.1519:28 U 1 o-Xylene 95-47-6 <0.00108 0.00539 0.00108 mg/kg 02.23.1519:28 U 1 m,p-Xylenes 179601-23-1 <0.00216 0.0108 0.00216 mg/kg 02.23.1519:28 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 99 65 - 135 % 1,2-Dichloroethane-D4 105 73 - 131 % Toluene-D8 103 78 - 138 % 4-Bromofluorobenzene 108 81 - 135 % Page 46 of 89 Final 1.000 Certificate of Analytical Results r�u J 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-21 15-18' Matrix: Solid Sample Depth: 15 - 18 Lab Sample Id: 502645-015 Date Collected: 02.18.15 15.45 Date Received: 02.19.15 17.25 Analytical Method: TPH by Texasl005 Prep Method: 1005 Analyst: MAA % Moist: 9.31 Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 14.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C&C 12 Gasoline Range Hydrocarbons PHC612 <8.20 54.6 8.20 mg/kg 02.20.15 16:03 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <7.05 54.6 7.05 mg/kg 02.20.15 16:03 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <7.05 54.6 7.05 mg/kg 02.20.15 16:03 U 1 Total TPH 1005 PHC635 <7.05 7.05 mg/kg 02.20.15 16:03 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 97 70 - 130 % 1-Chlorooctane 99 70 - 130 % Page 47 of 89 Final 1.000 • Certificate of Analytical Results 502645 e" W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-21 15-18' Matrix: Solid Sample Depth: 15 - 18 Lab Sample Id: 502645-015 Date Collected: 02.18.15 15.45 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 9.31 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 Bromobenzene 108-86-1 <0.00I10 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 Bromochloromethane 74-97-5 <0.00110 0.00551 0.00110 mg/kg 02.23.1519.42 U 1 Bromodichloromethane 75-27-4 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19 42 U 1 Bromoform 75-25-2 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U I Methyl bromide 74-83-9 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U I tert-Butylbenzene 98-06-6 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 S ec-B utyl benzene 135-98-8 <0.00110 0.00551 0.00110 mg/kg 02,23.1519:42 U 1 n-Butylbenzene 104-51-8 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19 42 U 1 Carbon Tetrachloride 56-23-5 <0.00110 0.00551 Hot 10 mg/kg 02.23.15 19.42 U 1 Chlorobenzene 108-90-7 <0.00110 0,00551 0.00110 mg/kg 02.23.15 19:42 U 1 Chloroethane 75-00-3 <0.00221 0.0110 0.00221 mg/kg 02.23.15 19-42 U 1 Chloroform 67-66-3 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 Methyl Chloride 74-87-3 <0.00221 0.0110 0.00221 mg/kg 02.23.15 19:42 U 1 2-Chlorotoluene 95-49-8 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 4-Chlorotoluene 106-43-4 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U I p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U I 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000967 0.00551 0.000967 mg/kg 02.23.15 19:42 U 1 Dibromochloromethane 124-48-1 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 1,2-Dibromoethane 106-93-4 <0.00110 0.00551 0.00110 mg/kg 02,23.1519:42 U 1 Methylene bromide 74-95-3 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 1,2-Dichlorobenzene 95-50-1 <0.00I10 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 1,3-Dichlorobenzene 541-73-1 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 1,4-Dichlorobenzene 106-46-7 <0.00110 0,00551 0.00110 mg/kg 02.23.1519.42 U 1 Dichlorodifluoromethane 75-71-8 <0.00110 0.00551 0.00110 mg/kg 02,23.1519:42 U 1 1,2-Dichloroethane 107-06-2 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U I 1,1-Dichloroethane 75-34-3 <0.00110 0.00551 0,00110 mg/kg 02.23.15 19 42 U 1 trans-1,2-dichloroethylene 156-60-5 <0,001to 0.00551 0.00110 mg/kg 02,23.15 19:42 U I cis-1,2-Dichloroethylene 156-59-2 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 1,1-Dichloroethene 75-35-4 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U I 2,2-Dichloropropane 594-20-7 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 1,3-Dichloropropane 142-28-9 <0.00110 0.00551 0.00110 mg/kg 02.23.15 1942 U I 1,2-Dichloropropane 78-87-5 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 ],I-Dichloropropene 563-58-6 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 Ethylbenzene 100-41-4 <0.00110 0.00551 0.00110 mg/kg 02.23.1519.42 U 1 Hexachlorobutadhene 87-68-3 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 lsopropylbenzene 98-82-8 <0.00I10 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 Methylene Chloride 75-09-2 <0.00662 0.0110 0.00662 mg/kg 02.23.15 19:42 U 1 MTBE 1634-04-4 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 Naphthalene 91-20-3 <0.00221 0.0110 0.00221 mg/kg 02.23.15 19:42 U I n-Propylbenzene 103-65-1 <0.00110 0.00551 0.00110 mg/kg 02.23.15 19:42 U 1 Page 48 of 89 Final 1.000 • Certificate of Analytical Results 4A 502645 -~ W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: SB-21 15-18' Matrix: Solid Sample Depth: 15 -18 Lab Sample Id: 502645-015 Date Collected: 02.18.15 15.45 Date Received: 02.19.15 17.25 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 9.31 Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 1, 1, 1,2-Tetrachl oroethane 630-20-6 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U I Tetrachloroethylene 127-18-4 <0.00221 0.00551 0,00221 mg/kg 02.23.1519:42 U 1 Toluene 108-88-3 <0.00110 0.00551 0.00110 mg/kg 02.23.1519-42 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 1,1,2-Trichloroethane 79-00-5 <0.00110 0.00551 0.00110 mg/kg 02.23.1519.42 U I 1,1,1-Trichloroethane 71-55-6 <0.00110 0.00551 000110 mg/kg 02.23.1519.42 U 1 Trichloroethylene 79-01-6 <0.00110 0.00551 0,00110 mg/kg 02.23.1519:42 U 1 Trichlorofluoromethane 75-69-4 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 1,2,3-Trichloropropane 96-18-4 <0.000200 0.00551 0.000200 mg/kg 02.23.1519:42 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00I10 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 Vinyl Chloride 75-01-4 <0.000441 0.00221 0.000441 mg/kg 02.23,15 1942 U 1 o-Xylene 95-47-6 <0.00110 0.00551 0.00110 mg/kg 02.23.1519:42 U 1 m,p-Xylenes 179601-23-1 <0.00221 0.0110 0.00221 mg/kg 02.23.1519.42 U I Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 99 65 - 135 % 1,2-Dichloroethane-D4 102 73 - 131 % Toluene-D8 102 78 - 138 % 4-Bromofluorobenzene 104 81 - 135 % Page 49 of 89 Final 1.000 • Certificate of Analytical Results J Pt�L1 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: 688799-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 688799-1-BLK Date Collected: Date Received: Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: Tech: MAA Seq Number: 962276 Date Prep: 02.19.15 08.00 Prep seq: 688799 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C 12 Gasoline Range Hydrocarbons PHC612 <7.50 50.0 7.50 mg/kg 02.19.15 10:02 U I C12-C28 Diesel Range Hydrocarbons PHCG1028 <6.45 50.0 6.45 mg/kg 02.19.15 10:02 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <6.45 500 6.45 mglkg 02.19.15 10:02 U 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 76 70 - 130 % 1-Chlorooctane 72 70- 130 % Sample Id: 688805-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688805-1-BLK Date Collected: Date Received: Analytical Method: TPH by TexasIO05 Prep Method: 1005 Analyst: MAA % Moist: Tech: MAA Seq Number: 962279 Date Prep: 02.19.15 14.30 Prep seq: 688805 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C 12 Gasoline Range Hydrocarbons PHC612 <0.744 500 0.744 mg/L 02.20.15 09:35 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <0.645 5.00 0.645 mg/L 02.20.15 09:35 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <0.645 5.00 0.645 mg/L 02.20.15 09:35 U 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 113 75 - 125 % 1-Chlorooctane 104 75 - 125 % Page 50 of 89 Final 1.000 Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: 688919-1-BLK Lab Sample Id: 688919-1-BLK Analytical Method: VOAs by SW-846 8260B Analyst: JBU Seq Number: 962463 Parameter Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Methyl bromide tert-Butylbenzene S ec-Butyl benzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chloropropane Dibromochloromethane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene D is hl oro di fl uoromethane 1,2-Dichloroethane 1, 1 -Dichloroethane trans-1,2-dichloroethylene cis-1,2-Dichloroethylene 1,1-Dichloroethene 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene I,1-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene CAS Number 71-43-2 108-86-1 74-97-5 75-27-4 75-25-2 74-83-9 98-06-6 135-98-8 104-51-8 56-23-5 108-90-7 75-00-3 67-66-3 74-87-3 95-49-8 106-43-4 99-87-6 96-12-8 124-48-1 106-93-4 74-95-3 95-50-1 541-73-1 106-46-7 75-71-8 107-06-2 75-34-3 156-60-5 156-59-2 75-35-4 594-20-7 142-28-9 78-87-5 10061-02-6 563-58-6 10061-01-5 100-41-4 87-68-3 98-82-8 75-09-2 1634-04-4 91-20-3 103-65-1 Matrix: Solid Date Collected: % Moist: Date Prep: 02.23.15 10.00 Prep seq: 688919 Result MQL SDL <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 000100 <0.00100 0.00500 000100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00200 0.0100 000200 <0.00100 0.00500 0.00100 <0.00200 0.0100 000200 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.a0100 <0.00100 0.00500 0.00100 <0.000877 0.00500 0.000877 <0.00100 0.00500 0,00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0,00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0,00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0,00500 000100 <0.00100 0,00500 0.00100 <0.00100 0,00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 0.00100 <0.00100 0.00500 000100 <0.00100 0,00500 000100 <0.00100 0.00500 0.00100 <0.00600 0.0100 0.00600 <0.00100 0.00500 0.00100 <0.00200 0.0100 0.00200 <0.00100 0.00500 0.00100 Sample Depth: Date Received: Prep Method: 5030B Tech: JBU Analysis Units Date mg/kg 02.23,15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02,23.1511:50 mg/kg 02.23.1511:50 mg/kg 02.23.15 11:50 mg/kg 02.23.1511:50 mg/kg 02.23.15 11 50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.151150 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23,15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23,15 11:50 mg/kg 02.23.151150 mg/kg 02.23.151150 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.151150 mg/kg 02.23.15 11:50 mg/kg 02.23.1511:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.1511:50 mg/kg 02.23.15 11:50 mg/kg 02.23.1511:50 mg/kg 02.23.15 11:50 mg/kg 02.23.1511.50 mg/kg 02.23.1511.50 mg/kg 02.23.1511:50 mg/kg 02.23.15 11:50 mg/kg 02.23,15 11:50 mg/kg 02.23.15 11:50 mg/kg 02.23.15 11:50 IM Dil Factor Flag U 1 U 1 U 1 U 1 U I U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U 1 U I U 1 U 1 U 1 U 1 U 1 U 1 U 1 Page 51 of 89 Final 1.000 Certificate of Analytical Results P4Y^1L1 502645 e" W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: 688919-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 688919-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962463 Date Prep: 02.23.15 10.00 Prep seq: 688919 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/kg 02.23.1511.50 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/kg 02.23.1511:50 U I Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U I 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U I 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 1,2,3-Trichloropropane 96-18-4 <0.000181 0.00500 0.000181 mg/kg 02.23.1511:50 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0,00500 0.00100 mg/kg 02.23.1511:50 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/kg 02.23.1511:50 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/kg 02.23.15 11 50 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/kg 02.23.1511.50 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/kg 02.23.1511:50 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 104 65 - 135 % 1,2-Dichloroethane-D4 100 73 - 131 % Toluene-D8 105 78 - 138 % 4-Bromofluorobenzene 103 81 - 135 % Page 52 of 89 Final 1.000 Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: 688920-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688920-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Methyl bromide 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.23,1511:50 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U I Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 11:50 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Methyl Chloride 74-87-3 <0.00200 000500 0.00200 mg/L 02.23.15 11:50 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 p-Cymene (p-lsopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.23,1511:50 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 11:50 U 1 1,2-Dibromoethane 106-93-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Methylene bromide 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0,00100 mg/L 02.23.15 11:50 U I 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.23.1511:50 U I 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1-Dichloroethane 75-34-3 <0 00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2-Dichloroethane 107-06-2 <0 00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02,23.1511:50 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00100 0.00500 0,00100 mg/L 02.23.15 11:50 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.23,1511:50 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.23,15 11:50 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 trans-1,3-dichloropropene 10061-02-6 <0 00100 000500 0.00100 mg/L 02.23.15 11:50 U 1 Ethylbenzene 100-41-4 <0.00100 000500 0.00100 mg/L 02.23.15 11:50 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0,00500 0.00100 mg/L 02.23.15 11:50 U 1 Isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.23.15 11:50 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 11:50 U 1 n-Propylbenzene 103-65-I <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Page 53 of 89 Final 1.000 Certificate of Analytical Results 502645 W&M Environmental -Ft. Worth, Fort Worth, TX Borings Sample Id: 688920-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688920-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U I 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.23.15 11:50 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.23.1511:50 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.23.1511:50 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1, 1, 1 -Trichl oroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.23.1511:50 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.23.15 11:50 U I 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.23.15 11:50 U I Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.23.15 11:50 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 104 61 - 132 % 1,2-Dichloroethane-D4 100 76 - 118 % Toluene-D8 105 74 - 130 % 4-Bromofluorobenzene 103 76 - 126 % Page 54 of 89 Final 1.000 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method: VOAs by SW-846 8260B Client: W&M Environmental -Ft. Worth Work Order #: 502645 Project ID: 923,029 Field Sample ID Date Date Collected Received SB-11 10-15' Feb. 16, 2015 Feb. 19, 2015 SB-13 18-19' Feb. 17, 2015 Feb. 19, 2015 SB-1010-11' Feb. 16, 2015 Feb. 19, 2015 SB-1417-18' Feb. 17, 2015 Feb. 19, 2015 SB-21 15-18' Feb. 18, 2015 Feb. 19, 2015 SB-19 10-12.5' Feb. 18, 2015 Feb. 19, 2015 SB-12 Feb. 16, 2015 Feb. 19, 2015 SB-17 5-8' Feb. 17, 2015 Feb. 19, 2015 SB-18 17-17.5' Feb. 18, 2015 Feb. 19, 2015 SB-16 10-13' Feb. 17, 2015 Feb. 19, 2015 SB-13 Feb. 17, 2015 Feb. 19, 2015 SB-2010-1 F Feb. 18, 2015 Feb. 19, 2015 SB-12 12.5-14' Feb. 16, 2015 Feb. 19, 2015 SB-15 17-17.5' Feb. 17, 2015 Feb. 19, 2015 SB-16 Feb. 17, 2015 Feb. 19, 2015 Max Time Max Time Date Holding Held Date Holding Held Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days (Days) eb.23, 2015 14 7 P eb.23, 2015 14 6 P eb.23, 2015 14 7 P �eb.23,2015 14 6 P ,eb.23,2015 14 5 P eb.23, 2015 14 5 P ?eb.23, 2015 14 7 P �eb.23, 2015 14 6 P ,eb.23, 2015 14 5 P Feb.23, 2015 14 6 P 7eb.23, 2015 14 6 P �eb.23, 2015 14 5 P ?eb.23, 2015 14 7 P ?eb.23, 2015 14 6 P ?eb.23, 2015 14 6 P Page 55 of 89 Final 1.000 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method: TPH by Texas1005 Client: W&M Environmental -Ft. Worth Work Order 4: 502645 Project ID: 823.029 Field Sample ID SB-12 12.5-14' SB-16 10-13' SB-19 10-12.5' SB-11 10-15' SB-13 SB-16 SB-10 10-11' SB-20 10-11' SB-12 SB-15 17-17.5' SB-13 18-19' SB-18 17-17.5' SB-14 17-18' SB-21 15-18' SB-17 5-8' Date Date Date Collected Received Extracted Feb. 16, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 17, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 18, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 16, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 17, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 17, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 16, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 18, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 16, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 17, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 17, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 18, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 17, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 18, 2015 Feb. 19, 2015 Feb. 19, 2015 Feb. 17, 2015 Feb. 19, 2015 Feb. 19, 2015 Max Time Holding Held Date Time Extracte Analyzed Extracted d (Days) (Days 14 3 Feb.19, 2015 14 2 Feb.19, 2015 14 1 Feb.19, 2015 14 3 Feb.20, 2015 14 2 Geb.19, 2015 14 2 Feb.19, 2015 14 3 Feb.19, 2015 14 1 Feb.19, 2015 14 3 Feb.19, 2015 14 2 Feb.19, 2015 14 2 Feb.19, 2015 14 1 Feb.20, 2015 14 2 Feb.19, 2015 14 1 Feb.20, 2015 14 2 Feb.19, 2015 Max Time Holding Held Time Analyzed Q Analyzed (Days) (Days) 14 0 P 14 0 P 14 0 P 14 1 P 14 0 P 14 0 P 14 0 P 14 0 P 14 0 I P 14 0 I P 14 0 I P 14 1 I P 14 0 I P 14 1 I P 14 0 P Page 56 of 89 Final 1.000 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES RrNt �J Analytical Method : Percent Moisture by SM2540G Client: W&M Environmental -Ft. Worth Work Order #: 502645 Project ID: Field Sample ID Date Date Collected Received SB-10 10-11' Feb. 16, 2015 Feb. 19, 2015 SB-18 17-17.5' Feb. 18, 2015 Feb. 19, 2015 SB-19 10-12.5' Feb. 18, 2015 Feb. 19, 2015 SB-21 15-18' Feb. 18, 2015 Feb. 19, 2015 SB-11 10-15' Feb. 16, 2015 Feb. 19, 2015 SB-13 18-19' Feb. 17, 2015 Feb. 19, 2015 SB-15 17-17.5' Feb. 17, 2015 Feb. 19, 2015 SB-16 10-13' Feb. 17, 2015 Feb. 19, 2015 SB-2010-1 r Feb. 18, 2015 Feb. 19, 2015 SB-14 17-18' Feb. 17, 2015 Feb. 19, 2015 SB-17 5-8' Feb. 17, 2015 Feb. 19, 2015 SB-12 12.5-14' Feb. 16, 2015 Feb. 19, 2015 Max Time Max Time Date Holding Held Date Holding Held Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days (Days) Feb.20, 2015 1 4 F Feb.20, 2015 1 2 F Feb.20, 2015 1 2 F Feb.20, 2015 1 2 F Feb.20, 2015 1 4 F Feb.20, 2015 1 3 F Feb.20, 2015 1 3 F Feb.20, 2015 1 3 F Feb.20, 2015 1 2 F Feb.20, 2015 1 3 F Feb.20, 2015 1 3 F Feb.20, 2015 1 4 F F = These samples were analyzed outside the recommended holding time. P = Samples analyzed within the recommended holding time. Page 57 of 89 Final 1.000 Flagging Criteria X In our quality control review of the data a QC deficiency was observed and flagged as noted. MS/MSD recoveries were found to be outside of the laboratory control limits due to possible matrix /chemical interference, or a concentration of target analyte high enough to affect the recovery of the spike concentration. This condition could also affect the relative percent difference in the MS/MSD. B A target analyte or common laboratory contaminant was identified in the method blank. Its presence indicates possible field or laboratory contamination. D The sample(s) were diluted due to targets detected over the highest point of the calibration curve, or due to matrix interference. Dilution factors are included in the final results. The result is from a diluted sample. E The data exceeds the upper calibration limit; therefore, the concentration is reported as estimated. F RPD exceeded lab control limits. J The target analyte was positively identified below the quantitation limit and above the detection limit. U Analyte was not detected. L The LCS data for this analytical batch was reported below the laboratory control limits for this analyte. The department supervisor and QA Director reviewed data. The samples were either reanalyzed or flagged as estimated concentrations. H The LCS data for this analytical batch was reported above the laboratory control limits. Supporting QC Data were reviewed by the Department Supervisor and QA Director. Data were determined to be valid for reporting. K Sample analyzed outside of recommended hold time. JN A combination of the "N" and the ' J" qualifier. The analysis indicates that the analyte is "tentatively identified" and the associated numerical value may not be consistent with the amount actually present in the environmental sample. ** Surrogate recovered outside laboratory control limit. BRL Below Reporting Limit. RL Reporting Limit MDL Method Detection Limit SDL Sample Detection Limit LOD Limit of Detection PQL Practical Quantitation Limit MQL Method Quantitation Limit LOQ Limit of Quantitation DL Method Detection Limit NC Non -Calculable + NELAC certification not offered for this compound. * (Next to analyte name or method description) = Outside XENCO's scope of NELAC accreditation Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Atlanta - Midland/Odessa - Tampa/Lakeland - Phoenix - Latin America 4143 Greenbriar Dr, Stafford, TX 77477 9701 Harry Hines Blvd, Dallas, TX 75220 5332 Blackberry Drive, San Antonio TX 78238 2505 North Falkenburg Rd, Tampa, FL 33619 12600 West 1-20 East, Odessa, TX 79765 6017 Financial Drive, Norcross, GA 30071 3725 E. Atlanta Ave, Phoenix, AZ 85040 Phone Fax (281)240-4200 (281)240-4280 (214)902 0300 (214)351-9139 (210)509-3334 (210)509-3335 (813)620-2000 (813)620-2033 (432) 563-1800 (432) 563-1713 (770)449-8800 (770)449-5477 (602)437-0330 Page 58 of 89 Final 1.000 • Analytical Log Analytical Method: Percent Moisture by SM2540G Batch #: 962248 Project Name: Borings Project ID: Client Name: W&M Environmental -Ft. Worth WO Number: 502645 Client Sample Id Lab Sample Id QC Types SB-10 10-11' 502645-001 SMP SB-11 10-15' 502645-002 SMP SB-12 12.5-14' 502645-003 SMP SB-13 18-19' 502645-007 SMP SB-14 17-18' 502645-008 SMP SB-15 17-17.5' 502645-009 SMP SB-16 10-13' 502645-010 SMP SB-17 5-8' 502645-011 SMP SB-18 17-17.5' 502645-012 SMP SB-19 10-12.5' 502645-013 SMP SB-20 10-11' 502645-014 SMP SB-21 15-18' 502645-015 SMP 50253 1 -001 D MD 502645-003 D MD 962248-1-BLK BLK Page 59 of 89 Final 1.000 Labor to ies N Analytical Method: TPH by Texas1005 Batch #: 962276 Project Name: Borings Project ID: 823.029 Client Name: W&M Environmental -Ft. Worth WO Number: 502645 Client Sample Id Lab Sample Id QC Types SB-10 10-11' 502645-001 SMP SB-11 10-15' 502645-002 SMP SB-12 12.5-14' 502645-003 SMP SB-13 18-19' 502645-007 SMP SB-14 17-18' 502645-008 SMP SB-15 17-17.5' 502645-009 SMP SB-16 10-13' 502645-010 SMP SB-17 5-8' 502645-011 SMP SB-18 17-17.5' 502645-012 SMP SB-19 10-12.5' 502645-013 SMP SB-20 10-11' 502645-014 SMP SB-21 15-18' 502645-015 SMP 502537-007 S MS 502537-007 SD MSD 688799-1-BKS BKS 688799-1-BLK BLK Page 60 of 89 Final 1.000 laberotori¢s Analytical Log Analytical Method Project Name: Client Name: TPH by Texas1005 Borings W&M Environmental -Ft. Worth Client Sample Id SB-12 SB-13 SB-16 Lab Sample Id 502645-004 502645-005 502645-006 502537-008 S 688805-1-BKS 688805-1-BLK 688805-1-BSD Batch #: 962279 Project ID: 823.029 WO Number: 502645 QC Types SMP SMP SMP MS BKS BLK BSD Page 61 of 89 Final 1.000 borotoriesAnalytical Log Analytical Method: VOAs by SW-846 8260B Batch #: 962463 Project Name: Borings Project ID: 823.029 Client Name: W&M Environmental -Ft. Worth WO Number: 502645 Client Sample Id Lab Sample Id QC Types SB-10 10-1 l' 502645-001 SMP SB-11 10-15' 502645-002 SMP SB-12 12.5-14' 502645-003 SMP SB-13 18-19' 502645-007 SMP SB-14 17-18' 502645-008 SMP SB-15 17-17.5' 502645-009 SMP SB-16 10-13' 502645-010 SMP SB-17 5-8' 502645-011 SMP SB-18 17-17.5' 502645-012 SMP SB-19 10-12.5' 502645-013 SMP SB-20 10-11' 502645-014 SMP SB-21 15-18' 502645-015 SMP 502645-001 S MS 502645-001 SD MSD 688919-1-BKS BKS 688919-1-BLK BLK Page 62 of 89 Final 1.000 ZENCO Laboratories Analytical Log Analytical Method: Project Name: Client Name: VOAs by SW-846 8260B Borings W&M Environmental -Ft. Worth Client Sample Id SB-12 SB-13 SB-16 Lab Sample Id 502645-004 502645-005 502645-006 502628-001 S 502628-001 SD 688920-1-BKS 688920-1-BLK Batch #: 962464 Project ID: 823.029 WO Number: 502645 QC Types SMP SMP SMP MS MSD BKS BLK Page 63 of 89 Final 1.000 • C Form 2 - Surrogate Recoveries Project Name: Borings Work Orders : 502645, Project ID: 823.029 Lab Batch #: 962276 Sample: 688799-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/19/15 09:43 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [Bl %R %R Analytes [D1 o-Terphenyl 61.6 50.0 123 70-130 1-Chlorooctane 120 100 120 70-130 Lab Batch #: 962276 Sample: 688799-1-BLK / BLK Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/19/15 10:02 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [Dl o-Terphenyl 38.2 50.0 76 70-130 1-Chlorooctane 72.2 100 72 70-130 Lab Batch #: 962276 Sample: 502537-007 S / MS Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/19/15 11:04 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [Al [B] %R %R Analytes [D1 o-Terphenyl 58.5 49.9 117 70-130 1-Chlorooctane 122 99.7 122 70-130 Lab Batch #: 962276 Sample: 502537-007 SD / MSD Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/19/15 11:23 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [Al [B] %R %R Analytes [D1 o-Terphenyl 49.2 49.9 99 70-130 1-Chlorooctane 112 99.7 112 70-130 Lab Batch #: 962279 Sample: 688805-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/19/15 16:04 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D1 o-Terphenyl 4.99 5.00 100 75-125 1-Chlorooctane 12.4 10.0 124 75-125 • Surrogate outside of Laboratory QC limits •" Surrogates outside limits; data and surrogates confirmed by reanalysis • * Poor recoveries due to dilution Surrogate Recovery [D] = 100 • A / B All results are based on MDL and validated for QC purposes. Page 64 of 89 Final 1.000 Form 2 - Surrogate Recoveries Project Name: Borings Work Orders: 502645, Project ID: 823.029 Lab Batch #: 962279 Sample: 688805-1-BSD / BSD Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/19/15 16:24 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.52 5.00 90 75-125 1-Chlorooctane 10.5 10.0 105 75-125 Lab Batch #: 962279 Sample: 688805-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/20/15 09:35 SURROGATE RECOVERY STUDY TPH by TexaS1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 5.66 5.00 113 75-125 1-Chlorooctane 10.4 10.0 104 75-125 Lab Batch #: 962279 Sample: 502537-008 S / MS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/20/15 10:14 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 3.24 4.58 71 75-125 1-Chlorooctane 7.37 9.16 80 75-125 Lab Batch #: 962463 Sample: 688919-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/23/15 11:10 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0514 0.0500 103 65-135 1,2-Dichloroethane-D4 0.0527 0.0500 105 73-131 Toluene-138 0.0515 0.0500 103 78-138 4-Bromofluorobenzene 0.0495 0.0500 99 81-135 • Surrogate outside of Laboratory QC limits " Surrogates outside limits; data and surrogates confirmed by reanalysis "' Poor recoveries due to dilution Surrogate Recovery [D] = 100' A / B All results are based on MDL and validated for QC purposes. Page 65 of 89 Final 1.000 Form .2 .. C -Surrogate Recoveries Project Name: Borings Work Orders: 502645, Project ID: 823.029 Lab Batch #: 962463 Sample: 688919-1-BLK / BLK Batch: I Matrix: Solid Units: mg/kg Date Analyzed: 02/23/15 11:50 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [131 %R %R Analytes [D] Dibromofluoromethane 0.0519 0.0500 104 65-135 1,2-Dichloroethane-D4 0.0502 0.0500 100 73-131 Toluene-D8 0.0525 0.0500 105 78-138 4-Bromofluorobenzene 0.0515 0.0500 103 81-135 Lab Batch #: 962463 Sample: 502645-001 S / MS Batch: I Matrix: Solid Units: mg/kg Date Analyzed: 02/23/15 12:17 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [Al [B] %R %R Analytes [D] Dibromofluoromethane 0.0547 0.0500 109 65-135 1,2-Dichloroedme-D4 0.0573 0.0500 115 73-131 Toluene-D8 0.0540 0.0500 108 78-138 4-Bromofluorobenzene 0.0581 0.0500 116 81-135 Lab Batch #: 962463 Sample: 502645-001 SD / MSD Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/23/15 12:31 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0491 0.0500 98 65-135 1,2-Dichloroethane-D4 0.0558 0.0500 112 73-131 Toluene-D8 0.0517 0.0500 103 78-138 4-Bromofluorobenzene 0.0447 0.0500 89 81-135 Lab Batch #: 962464 Sample: 688920-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 11:10 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0514 0.0500 103 61-132 1,2-Dichloroethane-D4 0.0527 0.0500 105 76-118 Toluene-D8 0.0515 0.0500 103 74-130 4-Bromofluorobenzene 0.0495 0.0500 99 76-126 Surrogate outside of Laboratory QC limits ** Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 66 of 89 Final 1.000 Form 2 - Surrogate Recoveries Project Name: Borings Work Orders : 502645, Project ID: 823.029 Lab Batch #: 962464 Sample: 688920-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 11:50 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0519 0.0500 104 61-132 1,2-Dichloroethane-D4 0.0502 0.0500 100 76-118 Toluene-D8 0.0525 0.0500 105 74-130 4-Bromofluorobenzene 0.0515 0.0500 103 76-126 Lab Batch #: 962464 Sample: 502628-001 S / MS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 12:04 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] 1131 %R %R Analytes [D] Dibromofluoromethane 0.0541 0.0500 108 61-132 1,2-Dichloroethane-D4 0.0539 0.0500 108 76-118 Toluene-D8 0.0517 0.0500 103 74-130 4-Bromofluorobenzene 0.0502 0.0500 100 76-126 Lab Batch #: 962464 Sample: 502628-001 SD / MSD Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 12:49 SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.000290 0.0500 1 61-132 ** 1,2-Dichloroethane-D4 0.0626 0.0500 125 76-118 Toluene-138 0.0495 0.0500 99 74-130 4-Bromofluorobenzene 0.0491 0.0500 98 76-126 ' Surrogate outside of Laboratory QC limits " Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 67 of 89 Final 1.000 Blank Spike Recovery Project Name: Borings Work Order #: 502645 Lab Batch #: 962276 Date Analyzed: 02/19/2015 Reporting Units: mg/kg TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Project ID• 823.029 Sample: 688799-1-BKS Matrix: Solid Date Prepared: 02/19/2015 Analyst: MAA Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [Al [B] Result %R %R [C] [D] <7.50 1000 1090 109 75-125 <6.45 1000 1180 118 75-125 Page 68 of 89 Final 1.000 Blank Spike Recovery Project Name: Borings Aw Work Order #: 502645 Project ID: 823,029 Lab Batch #: 962463 Sample: 688919-1-BKS Matrix: Solid Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] Benzene <0.00100 0.0500 0.0455 91 85-112 Bromobenzene <0.00100 0.0500 0.0454 91 79-115 Bromochloromethane <0.00100 0.0500 0.0444 89 80-114 Bromodichloromethane <0.00100 0.0500 0.0486 97 78-121 Bromoform <0.00100 0.0500 0.0469 94 80-120 Methyl bromide I <0.00100 0.0500 0.0473 95 55-141 tert-Butylbenzene <0.00100 0.0500 0.0470 94 80-122 Sec-Butylbenzene <0.00100 0.0500 0.0494 99 80-121 n-Butylbenzene I <0.00100 0.0500 0.0463 93 80-123 Carbon Tetrachloride I <0.00100 0.0500 0.0490 98 80-116 Chlorobenzene I <0.00100 0.0500 0.0460 92 80-120 Chloroethane <0.00200 0.0500 0.0487 97 71-123 Chloroform <0.00100 0.0500 0.0455 91 82-111 I Methyl Chloride I <0.00200 0.0500 0.0463 93 68-122 ' 2-Chlorotoluene <0.00100 00500 0.0463 93 80-117 4-Chlorotoluene <0.00100 0.0500 0.0480 96 80-116 p-Cymene (p-lsopropyltoluene) I <0.00100 0.0500 0.0470 94 80-121 1,2-Dibromo-3-Chloropropane <0.000877 0.0500 0.0444 89 74-125 Dibromochloromethane <0.00100 0.0500 0.0494 99 80-115 1 1,2-Dibromoethane I <0.00100 00500 0.0460 92 80-116 Methylene bromide <0.00100 0.0500 0.0455 91 83-113 1,2-Dichlorobenzene <0.00100 0.0500 0.0462 92 80-112 1,3-Dichlorobenzene <0.00100 0.0500 0.0466 93 80-111 1,4-Dichlorobenzene <0.00100 00500 0.0464 93 80-110 Dichlorodifluoromethane I <0.00100 0.0500 0.0460 92 74-126 1,2-Dichloroethane I <0.00100 0.0500 0.0459 92 78-115 1,1-Dichloroethane <0.00100 0.0500 0.0489 98 82-112 trans-1,2-dichloroethylene <0.00100 0.0500 0.0467 93 81-114 cis-1,2-Dichloroethylene I <0.00100 0.0500 0.0467 93 82-114 I,1-Dichloroethene I <0.00100 0.0500 0.0462 92 82-116 2,2-Dichloropropane <0.00100 0.0500 0.0454 91 75-125 1,3-Dichloropropane j <0.00100 0.0500 0.0468 94 80-120 1,2-Dichloropropane I <0.00100 00500 0.0473 95 83-112 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 69 of 89 Final 1.000 Blank Spike Recovery Project Name: Borings Work Order #: 502645 Project ID: 823.029 Lab Batch #: 962463 Sample: 688919-1-BKS Matrix: Solid Date analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] (trans-1,3-dichloropropene <0.00100 0.0500 0.0481 96 80-117 1,1-Dichloropropene <0.00100 0.0500 0.0477 95 83-116 cis-1,3-Dichloropropene <0.00100 0.0500 0.0471 94 79-122 Ethylbenzene <0.00100 0.0500 0.0470 94 80-115 Hexachlorobutadiene <0.00100 0.0500 0.0457 91 80-127 lsopropylbenzene <0.00100 0.0500 0.0485 97 80-119 Methylene Chloride I <0.00600 0.0500 0.0578 116 66-134 MTBE I <0.00100 0.0500 0.0416 83 74-118 Naphthalene <0.00200 0.0500 0.0404 81 68-138 �n-Propylbenzene I <0.00100 0.0500 0.0481 96 85-122 Styrene I <0.00100 0.0500 0.0486 97 80-125 1, 1, 1,2-Tetrachloroethane <0.00100 0.0500 0.0484 97 80-111 1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0469 94 77-119 Tetrachloroethylene <0.00200 0.0500 0.0445 89 80-122 Toluene <0.00100 0.0500 0.0467 93 80-120 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0467 93 71-137 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0438 88 78-130 1,1,2-Trichloroethane <0.00100 0.0500 0.0470 94 83-113 1, 1, 1 -Trichl oroethane <0.00100 0.0500 0.0470 94 83-113 Trichloroethylene <0.00100 0.0500 0.0467 93 80-113 Trichlorofluoromethane <0.00100 0.0500 0.0510 102 79-117 1,2,3-Trichloropropane <0.000181 0.0500 0.0446 89 79-120 I1,2,4-Trimethylbenzene I <0.00100 0.0500 0.0428 86 80-117 1,3,5-Trimethylbenzene <0.00100 0.0500 0.0484 97 85-120 Vinyl Chloride <0.000400 0.0500 0.0480 96 73-132 o-Xylene <0.00100 0.0500 0.0482 96 80-122 m,p-Xylenes <0.00200 0.100 0.0950 95 80-115 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 70 of 89 Final 1.000 Blank Spike Recovery Project Name: Borings Work Order #: 502645 Project ID: 823.029 Lab Batch #: 962464 Sample: 688920-1-BKS 'Matrix: Water Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] Benzene <0.00100 0.0500 0.0455 91 85-113 Bromobenzene <0.00100 0.0500 0.0454 91 81-121 Bromochloromethane <0.00100 0.0500 0.0444 89 79-114 Bromodichloromethane <0.00100 0,0500 0.0486 97 85-115 Bromoform <0.00100 0.0500 0.0469 94 81-124 Methyl bromide <0.00100 0.0500 0.0473 95 44-156 n-Butylbenzene <0.00100 0.0500 0.0463 93 80-123 Sec-Butylbenzene <0.00100 0.0500 0.0494 99 75-125 tert-Butylbenzene <0.00100 0.0500 0.0470 94 92-119 Carbon Tetrachloride <0.00100 0.0500 0.0490 98 80-121 Chlorobenzene <0.00100 0.0500 0.0460 92 81-118 Chloroethane <0.00200 0.0500 0.0487 97 61-133 Chloroform <0.00100 0.0500 0.0455 91 84-111 Methyl Chloride I <0.00200 0.0500 0.0463 93 69-122 2-Chlorotoluene <0.00100 0.0500 0.0463 93 80-120 4-Chlorotoluene I <0.00100 0.0500 0.0480 96 89-115 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0470 94 89-121 Dibromochloromethane <0.00100 0.0500 0.0494 99 84-117 1,2-Dibromo-3-Chloropropane <0.00224 0.0500 0.0444 89 50-132 1,2-Dibromoethane <0.00100 0.0500 0.0460 92 82-117 Methylene bromide <0.00100 0.0500 0,0455 91 80-116 1,2-Dichlorobenzene <0.00100 0.0500 0.0462 92 89-116 1,3-Dichlorobenzene <0.00100 0.0500 0.0466 93 82-116 1,4-Dichlorobenzene <0.00100 0.0500 0.0464 93 90-118 Dichlorodifluoromethane I <0.00100 0.0500 0.0460 92 58-144 ],I-Dichloroethane <0.00100 0.0500 0.0489 98 82-113 1,2-Dichloroethane <0.00100 0.0500 0.0459 92 80-112 1,1-Dichloroethene <0.00100 0.0500 0.0462 92 84-117 cis-1,2-Dichloroethylene <0.00100 0.0500 0.0467 93 83-112 trans-1,2-dichloroethylene I <0.00100 0.0500 0.0467 93 84-113 1,2-Dichloropropane <0.00100 0.0500 0.0473 95 85-113 1,3-Dichloropropane I <0.00100 0.0500 0.0468 94 79-124 2,2-Dichloropropane <0.00100 0.0500 0.0454 91 81-120 Blank Spike Recovery [D] _ 100*[C]/[B] All results are based on MDL and validated for QC purposes BRL - Below Reporting Limit Page 71 of 89 Final 1.000 Blank Spike Recovery Project Name: Borings Work Order #: 502645 Project ID: 823.029 Lab Batch #: 962464 Sample: 688920-1-BKS Matrix: Water Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW-846 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [c] [D] 1,1-Dichloropropene <0.00100 0.0500 0.0477 95 78-125 cis-1,3-Dichloropropene <0.00100 0.0500 0.0471 94 85-117 trans-1,3-dichloropropene <0.00100 0.0500 0.0481 96 78-125 Ethylbenzene I <0.00100 0.0500 0.0470 94 90-116 Hexachlorobutadiene <0.00100 0.0500 0.0457 91 83-135 lsopropylbenzene <0.00100 0.0500 0.0485 97 90-119 Methylene Chloride I <0.00500 0.0500 0.0578 116 73-128 MTBE I <0.00100 0.0500 0.0416 83 76-115 Naphthalene <0.00200 0.0500 0.0404 81 54-138 n-Propylbenzene <0.00100 0.0500 0.0481 96 88-120 Styrene <0.00100 0.0500 0.0486 97 80-122 1, 1, 1,2-Tetrachloroethane <0.00100 0.0500 0.0484 97 81-120 1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0469 94 80-119 Tetrachloroethylene I <0.00200 0.0500 0.0445 89 79-128 Toluene <0.00100 0.0500 0.0467 93 83-116 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0467 93 67-137 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0438 88 67-137 1,1,1-Trichloroethane <0.00100 00500 0.0470 94 78-122 1,1,2-Trichloroethane <0.00100 0.0500 0.0470 94 81-122 Trichloroethylene <0.00100 0.0500 0.0467 93 80-119 Trichlorofluoromethane <0.00100 0.0500 0.0510 102 79-120 1,2,3-Trichloropropane <0.000822 0.0500 0.0446 89 77-124 1,2,4-Trimethylbenzene <0.00100 0.0500 0.0460 92 89-115 1,3,5-Trimethylbenzene <0.00100 0.0500 0.0484 97 88-117 o-Xylene <0.00100 0.0500 0.0482 96 80-121 m,p-Xylenes I <0.00200 0.100 0.0950 95 89-116 Vinyl Chloride <0.000400 0.0500 0.0480 96 65-133 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 72 of 89 Final 1.000 BS / BSD Recoveries Project Name: Borings J,*. 1��h� rau ... u�a. Work Order #: 502645 Project ID: 823.029 Analyst: MAA Date Prepared: 02/19/2015 Date Analyzed: 02/19/2015 Lab Batch ID: 962279 Sample: 688805-1-BKS Batch #: 1 Matrix: Water Units: mg/L BLANK BLANK SPIKE / BLANK SPIKE DUPLICATE RECOVERY STUDY TPH by Texas1005 Blank Spike Blank Blank Spike Blank BIL Spk Control Control Sample Result Added Spike Spike Added Spike Dup. RPD Limits Limits Flag [A] Result %R Duplicate %R % %R %RPD Analytes [B] [C] [D] [E] Result IF] [G] C6-C12 Gasoline Range Hydrocarbons , <0.744 I 100 I 103 103 100 100 100 3 I 75-125 I 20 C12-C28 Diesel Range Hydrocarbons I <0.645 I 100 I 97.3 97 100 104 104 7 I 75-125 I 20 Relative Percent Difference RPD = 200*1(C-F)/(C+F)l Blank Spike Recovery [D] = 100*(C)/[B] Blank Spike Duplicate Recovery [G] = 100*(F)/[E] All results are based on MDL and Validated for QC Purposes Page 73 of 89 Final 1.000 Form 3 - MS Recoveries Project Name: Borings WN Work Order #: 502645 Lab Batch #: 962279 Date Analyzed: 02/20/2015 QC- Sample ID: 502537-008 S Reporting Units: mg/L TPH by TexasI005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Matrix Spike Percent Recovery [D] = 100*(C-A)/B Relative Percent Difference [E] = 200*(C-A)/(C+B) All Results are based on MDL and Validated for QC Purposes BRL - Below Reporting Limit Project ID: 823.029 Date Prepared: 02/19/2015 Analyst: MAA Batch #: 1 Matrix: Water MATRIX / MATRIX SPIKE RECOVERY STUDY Parent Spiked Sample Control Sample Spike Result %R Limits Flag Result Added [C] IN %R [A] [B] <0.682 I 91.6 99.5 109 75-125 1.46 91.6 86.3 93 75-125 Page 74 of 89 Final 1.000 Work Order # : 502645 Lab Batch ID: 962276 Date Analyzed: 02/19/2015 Reporting Units: mg/kg TPH by Texas1005 Ana lytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Form 3 - MS / MSD Recoveries Q-P Project Name: Borings Project ID: 823.029 QC- Sample ID: 502537-007 S Batch #: 1 Matrix: Soil Date Prepared: 02/19/2015 Analyst: MAA MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD [A] [B] [D] [E] [G] <8.86 1180 1230 104 1180 1150 97 7 75-125 30 <7.62 1180 1260 107 1180 1200 102 5 75-125 30 Matrix Spike Percent Recovery [D] = 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200*1(C-FY(C+F)l ND = Not Detected, 7 = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag Page 75 of 89 Final 1.000 Form 3 - MS / MSD RecoveriesAbillik Project Name: Borings qW Work Order # : 502645 Project ID: 823.029 Lab Batch ID: 962463 QC- Sample ID: 502645-001 S Batch #: 1 Matrix: Solid Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBIJ Reporting Units: mg/kg MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY VOAs by SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD Analytes [Al [B] [D] [E] [c] Benzene <0.00107 0.0536 0.0538 100 0.0536 0.0541 101 1 81-116 30 Bromobenzene <0.00107 0,0536 0.0610 114 0.0536 0.0469 88 26 73-143 30 Bromochloromethane <0.00107 0.0536 0.0596 111 0.0536 0.0568 106 5 78-130 30 Bromodichloromethane <0.00107 0.0536 0.0568 106 0.0536 0.0563 105 1 72-122 30 Bromoform <0.00107 0.0536 0.0593 111 0.0536 0.0549 102 8 69-134 30 Methyl bromide <0.00107 0.0536 0.0661 123 0.0536 0.0620 116 6 58-145 30 tert-Butylbenzene <0.00107 0.0536 0.0568 106 0.0536 0.0545 102 4 64-146 30 Sec-Butylbenzene <0.00107 0.0536 0.0466 87 0.0536 0.0537 100 14 64-137 30 n-Butylbenzene <0.00107 0.0536 0.0183 34 0.0536 0.0404 75 75 57-134 30 Carbon Tetrachloride <0.00107 0.0536 0.0559 104 0.0536 0.0552 103 1 75-133 30 Chlorobenzene <0.00107 0.0536 0.0516 96 0.0536 0.0521 97 1 85-110 30 Chloroethane <0.00214 0.0536 0.0674 126 0.0536 0.0658 123 2 73-136 30 Chloroform <0.00107 0.0536 0.0585 109 0.0536 00572 107 2 74-124 30 Methyl Chloride <0.00214 0.0536 0.0651 121 0.0536 0.0643 120 1 61-137 30 2-Chlorotoluene <0.00107 10.0536 0.0547 102 1 0.0536 0.0452 I 84 19 78-131 30 4-Chlorotoluene <0.00107 0.0536 0.0562 105 0.0536 0.0454 85 21 83-123 30 p-Cymene(p-lsopropyltoluene) <0.00107 0.0536 0.0568 106 0.0536 0.0545 102 4 61-141 30 1,2-Dibromo-3-Chloropropane <0.000940 0.0536 0.0813 152 0.0536 0.0560 104 37 61-158 30 Dtbromochloromethane <0.00107 0.0536 0.0601 I 112 0.0536 0.0570 106 5 72-133 30 1,2-Dibromoethane <0.00107 0.0536 0.0609 114 0.0536 0.0563 105 8 78-141 30 Methylene bromide <0.00107 0,0536 0.0583 109 0.0536 0.0558 104 4 79-128 30 1,2-Dichlorobenzene <0.00107 0.0536 0.0537 100 0.0536 0.0539 101 0 80-118 30 1,3-Dichlorobenzene <0.00107 0.0536 0.0513 96 0.0536 0.0520 97 1 82-112 30 Matrix Spike Percent Recovery [D] = 100'(C-AyB Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200'1(C-FY(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amotmt spiked. Flag XF F Page 76 of 89 Final 1.000 Form 3 - MS / MSD Recoveries TAW Project Name: Borings Work Order # : 502645 Project ID: 823.029 Lab Batch ID: 962463 QC- Sample ID: 502645-001 S Batch #: 1 Matrix: Solid Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/kg VOAs by SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample p Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added ]C] %R Added Result [F] %R % %R %RPD Analytes [A] A [D] [E] [G] 1,4-Dichlorobenzene <0.00107 0.0536 0.0512 96 0.0536 00523 98 2 82-112 30 Dichlorodifluoromethane <0.00107 0.0536 0.0675 126 0.0536 0.0631 118 7 72-139 30 1,2-Dichloroethane <0.00107 0.0536 0.0627 117 0.0536 0.0609 114 3 67-134 30 1,1-Dichloroethane <0.00107 0.0536 0.0633 118 0.0536 0.0629 117 1 70-133 30 trans-1,2-dicNoroethylene <0.00107 0.0536 0.0595 ill 0.0536 0.0592 110 1 73-124 30 cis-1,2-Dichloroethylene <0.00107 0.0536 0.0607 113 0.0536 0.0601 112 1 72-126 30 1,1-Dichloroethene <0.00107 0.0536 0.0620 116 0.0536 0.0603 113 3 70-133 30 2,2-Dichloropropane <0.00107 0.0536 0.0377 70 0.0536 0.0351 65 7 79-118 30 1,3-Dichloropropane <0.00107 0.0536 0.0609 114 0.0536 0.0564 105 8 70-143 30 1,2-Dichloropropane <0.00107 0.0536 0.0563 105 0.0536 0.0569 106 1 80-118 30 trans-1,3-dichloropropene <0.00107 0.0536 0.0501 93 0.0536 0.0475 89 5 70-136 30 1,1-Dichloropropene <0.00107 0.0536 0.0617 115 0.0536 0.0604 113 2 78-119 30 cis-1,3-Dichloropropene <0.00107 0,0536 0.0460 86 0.0536 0.0464 87 1 75-117 30 Ethylbenzene <0.00107 0.0536 0.0519 97 0.0536 0.0538 100 4 76-124 30 Hexachlorobutadiene <0.00107 0.0536 0.0324 60 0.0536 0.0355 66 9 44-129 30 Isopropylbenzene <0.00107 0.0536 0.0448 84 0.0536 0.0535 100 18 60-138 30 Methylene Chloride <0.00643 0.0536 0.0669 125 0.0536 0.0665 124 1 64-149 30 MTBE <0.00107 0.0536 0.0691 129 0.0536 00542 101 24 60-145 30 Naphthalene <0.00214 0.0536 0.0572 107 0.0536 0.0553 103 3 46-146 30 n-Propylbenzene <0.00107 0.0536 0.0425 79 0.0536 0.0457 85 7 67-142 30 Styrene <0.00107 0.0536 0.0522 97 0.0536 0.0546 102 4 77-120 30 1,1,1,2-Tetrachloroethane <0.00107 0.0536 0.0557 104 0.0536 0.0547 102 2 79-124 30 1,1,2,2-Tetrachloroethane <0.00107 0.0536 0.0373 70 0.0536 0.0216 40 53 67-137 30 Tetrachloroethylene <0.00214 0.0536 0.0488 91 0,0536 0.0505 94 3 75-122 30 Matrix Spike Percent Recovery [D] = 100*(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100*(F-A)/E Relative Percent Difference RPD = 200*I(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present ni Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag X XF Page 77 of 89 Final 1.000 Work Order # : 502645 Lab Batch ID: 962463 Date Analyzed: 02/23/2015 Reporting Units: mg/kg VOAs by SW-846 8260B Ana lytes Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane 1, 1, 1 -Trichloroethane Trichloroethylene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride o-Xylene m p-Xylenes Form 3 - MS / MSD Recoveries Project Name: Borings Project ID: 823.029 QC- Sample ID: 502645-001 S Batch #: 1 Matrix: Solid Date Prepared: 02/23/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. Result Added 11C] %R Added Result [F] %R [A] [Bl [DI [El [Gl <0.00107 0.0536 0.0549 102 0.0536 0.0544 101 <0.00107 0.0536 0.0333 62 0.0536 0.0390 73 <0.00107 0.0536 0.0277 52 0.0536 0.0370 69 <0.00107 0.0536 0.0597 111 0.0536 0.0564 105 <0.00107 0.0536 0.0605 113 0.0536 0.0584 109 <0.00107 0.0536 0.0698 130 0.0536 0.0821 153 <0.00107 0.0536 0.0697 130 0.0536 0.0660 123 <0.000194 0.0536 0.0616 115 0.0536 0.0555 104 <0.00107 0.0536 0.0484 90 0.0536 0.0514 96 <0.00107 0.0536 0.0549 102 0.0536 0.0491 92 <0.000429 0.0536 0.0669 125 0.0536 0.0636 119 <0.00107 0,0536 0.0522 97 0.0536 0.0546 102 <0.00214 0.107 0.102 95 0.107 0.106 99 Matrix Spike Percent Recovery [D1= 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [Gl = 100•(F-A)/E Relative Percent Difference RPD - 200'1(C-F)I(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B - Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Control Control RPD Limits Limits Flag %R %RPD 1 75-131 30 16 52-125 30 l 29 58-118 30 X 6 75-127 30 4 80-118 30 16 67-132 30 X 5 75-129 30 X 10 68-137 30 6 62-144 30 11 79-131 30 l 5 67-136 30 4 70-132 30 4 78-122 30 Page 78 of 89 Final 1.000 Work Order # : 502645 Lab Batch ID: 962464 Date Analyzed: 02/23/2015 Reporting Units: mg/L VOAs by SW-846 8260B Analytes Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Methyl bromide n-Butylbenzene Sec-Butylbenzene tert-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) Dibromochlorom ethane 1,2-Dibromo-3-Chl oropropane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene Form 3 - MS / MSD Recoveries Project Name: Borings Project ID: 823.029 QC- Sample ID: 502628-001 S Batch #: 1 Matrix: Water Date Prepared: 02/23/2015 Analyst: JBU MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY Parent Spiked Sample Spiked Duplicate Spiked Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Result Added ICI %R Added Result [FJ %R % %R JAI IBI IDl [E] IGJ <0.00100 0.0500 0.0478 96 0.0500 0.0446 89 7 85-113 <0.00100 0.0500 0.0479 96 0.0500 0.0450 90 6 78-121 <0.00100 0.0500 0.0490 98 0.0500 0.0508 102 4 81-120 <0.00100 0.0500 0.0493 99 0.0500 0.00670 13 152 69-125 <0.00100 0.0500 0.0486 97 0.0500 0.0174 35 95 71-126 <0.00100 0.0500 0.0555 111 0.0500 0.0115 23 131 85-124 <0.00100 0.0500 0.0418 84 0.0500 0.0369 74 12 60-140 <0.00100 0.0500 0.0516 103 0.0500 0.0433 87 17 70-130 <0.00100 0.0500 00501 100 0.0500 00404 81 21 65-135 <0.00100 0.0500 0.0502 100 0.0500 0.0449 90 11 75-125 <0.00100 0.0500 0.0472 94 0.0500 0.0440 88 7 60-140 <0.00200 0.0500 0.0563 113 0.0500 0.0471 94 18 84-116 <0.00100 0.0500 0.0500 100 0.0500 0.0341 68 38 84-111 <0.00200 0.0500 0.0539 108 0.0500 0.0387 77 33 69-122 <0.00100 0.0500 0.0474 95 0.0500 0.0421 84 12 75-125 <0.00100 0.0500 0.0484 97 0.0500 0.0436 87 10 60-140 <0.00100 0.0500 0.0501 100 0.0500 0.0404 81 21 71-139 <0.00100 0.0500 0.0491 98 0.0500 0.00620 12 155 70-130 <0.00224 0.0500 0.0448 90 0.0500 0.00453 9 163 61-139 <0.00100 0,0500 0.0476 95 0.0500 0.0471 94 1 71-124 <0.00100 0,0500 0.0483 97 0.0500 0.0575 115 17 60-140 <0.00100 0.0500 0.0472 94 0.0500 0.0465 93 1 81-120 <0.00100 0.0500 0.0465 93 0.0500 0.0438 88 6 83-117 Matrix Spike Percent Recovery [D] = 100*(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100*(F-AyE Relative Percent Difference RPD = 200*1(C-F)/(C+F)i ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I - Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked Control Limits %RPD 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Flag XF XF XF F XF F F XF XF Page 79 of 89 Final 1.000 Work Order # : 502645 Lab Batch 1D: 962464 Date Analyzed: 02/23/2015 Reporting Units: mg/L VOAs by SW-846 8260B Analytes 1,4-Diclalorobenzene D ichl orod ifl uoromethane 1,I-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethylene trans-1,2-dichloroethylene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane I,I-Dichloropropene cis-1,3-Dichloropropene trans-1,3-dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MT 3E Naphthalene n-Propylbenzene Styrene 1, 1, 1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethylene Form 3 - MS / MSD Recoveries Project Name: Borings Project ID: 823.029 QC- Sample 1D: 502628-001 S Batch #: 1 Matrix: Water Date Prepared: 02/23/2015 Analyst: JBiJ Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. Result Added [C] %R Added Result IF] %R JAI JBl 1D1 JEl JGl <0.00100 0.0500 0.0470 94 0.0500 0.0447 89 <0.00100 0.0500 0.0530 106 0,0500 0.0461 92 <0.00100 0,0500 0.0536 107 0.0500 0.0481 96 <0.00100 10.0500 0.0511 102 0.0500 0.0544 109 <0.00100 0,0500 0.0513 103 0.0500 0.0826 165 <0.00100 0.0500 0.0521 104 0.0500 0.0471 94 <0.00100 0.0500 0.0516 103 0.0500 0.0448 90 <0.00100 0.0500 0.0489 98 0.0500 0.0499 100 <0.00100 0.0500 0.0483 97 0.0500 0.0571 114 <0.00100 0.0500 0.0308 62 0.0500 0.0426 85 <0.00100 0.0500 0.0517 103 0.0500 0.0464 93 <0.00100 0.0500 0.0409 82 0.0500 0.0110 22 <0.00100 0,0500 0.0408 82 0.0500 0.0229 46 <0.00100 0.0500 0.0491 98 0.0500 0.0443 89 <0.00100 0.0500 00453 91 0.0500 0.0384 77 <0.00100 10.0500 0.0507 101 0.0500 0.0449 90 <0.00500 10,0500 0.0530 106 0,0500 0.0482 96 <0.00100 10.0500 0.0478 96 0,0500 0.0500 100 <0.00200 0.0500 0.0386 77 0.0500 0.0653 131 <0.00100 0.0500 0.0500 100 0,0500 0.0431 86 <0.00100 0.0500 0.0497 99 0.0500 0.0477 95 <0.00100 0.0500 0.0494 99 0.0500 0.00927 19 <0.00100 0.0500 0.0432 86 0.0500 <0.00100 0 <0.00200 0.0500 0.0463 93 0.0500 0.0421 84 Matrix Spike Percent Recovery [D1= 100"(C-AyB Matrix Spike Duplicate Percent Recovery [G1 = 100•(F-A)/E Relative Percent Difference RPD = 200*1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I - Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC - Non Calculable - Sample amount is > 4 times the amount spiked. RPD Control Control Limits Limits %R %RPD 5 70-130 20 14 75-125 20 11 69-130 20 6 71-124 20 47 61-141 20 10 69-128 20 14 84-113 20 2 77-119 20 17 76-123 20 32 81-121 20 11 80-120 20 IIS 60-131 20 56 68-129 20 10 65-135 20 16 70-130 20 12 70-130 20 9 75-125 20 4 45-145 20 51 60-134 20 15 72-125 20 4 76-137 20 137 81-119 20 200 67-138 20 10 84-127 20 Flag XF XF XF XF F XF XF Page 80 of 89 Final 1.000 Form 3 - MS / MSD Recoveries Project Name: Borings Work Order # : 502645 Project ID: 823.029 Lab Batch ID: 962464 QC- Sample ID: 502628-001 S Batch #: 1 Matrix: Water Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/L VOAs by SW-846 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Flag Result Added [C] %R Added Result [F] %R % %R %RPD Analytes [A] [B] [D] [E] [G] Toluene <0.00100 0.0500 0.0480 96 0.0500 0.0447 89 7 83-116 20 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0386 77 0.0500 0.0486 97 23 57-147 20 F 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0374 75 0.0500 0.0438 88 16 61-141 20 1, 1, 1 -Trichloroethane <0.00100 0.0500 11 0.0504 101 0.0500 0.0446 89 12 81-118 20 1,1,2-Trichloroethane <0.00100 0.0500 0.0490 98 0.0500 <0.00100 0 200 58-143 20 XF Trichloroethylene <0.00100 0.0500 0.0522 104 0.0500 0.111 222 72 61-144 20 XF Trichlorofluoromethane <0.00100 0.0500 0.0582 116 0.0500 0.0484 97 18 79-124 20 1,2,3-Trichloropropane <0.000822 0.0500 0.0480 96 0.0500 0.0117 23 122 71-130 20 XF 1,2,4-Trimethylbenzene <0.00100 0.0500 0.0478 96 0.0500 0.0413 83 15 62-144 20 1,3,5-Trimethylbenzene <0.00100 0.0500 0.0508 102 0.0500 0.0435 87 15 83-125 20 o-Xylene <0.00100 0.0500 0.0503 101 0.0500 0.0456 91 10 82-125 20 m,p-Xylenes <0.00200 0.100 0.0981 98 0.100 0.0882 88 11 75-125 20 Vinyl Chloride <0.000400 0.0500 0.0550 110 0.0500 0.0459 92 18 68-126 20 Matrix Spike Percent Recovery [D] = 100*(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100*(F-A)/E Relative Percent Difference RPD = 200*1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR - Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Page 81 of 89 Final 1.000 Sample Duplicate Recovery Project Name: Borings Work Order #: 502645 Lab Batch #: 962248 Project ID: 823.029 Date Analyzed: 02/20/2015 10:26 Date Prepared: 02/20/2015 Analyst:JHE QC- Sample ID: 502531-001 D Batch #: 1 Matrix: Soil Reporting Units: % SAMPLE / SAMPLE DUPLICATE RECOVERY Percent Moisture by SM254OG Parent Sample Sample Control Result Duplicate RPD Limits Flag [A] Result %RPD Analyte [BI Percent Moisture 22.5 21.7 4 20 Lab Batch #: 962248 Date Analyzed: 02/20/2015 10:26 Date Prepared: 02/20/2015 Analyst:JHE QC- Sample ID: 502645-003 D Batch #: 1 Matrix: Solid Reporting Units: % SAMPLE/SAMPLE DUPLICATE RECOVERY Percent Moisture by SM254OG Parent Sample Sample Control Result Duplicate RPD Limits Flag [A] Result %RPD Analyte [BI Percent Moisture 12.2 11.1 9 20 Spike Relative Difference RPD 200 * I (B-A)/(B+A) All Results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 82 of 89 Final 1.000 Attachment A Laboratory Data Package Cover Page Project Name: Borings Laboratory Number: 502645 This Data package consists of : Laboratory Batch No(s) 688805, 688799, 962248, 688920, 688919 This signature page, the laboratory review checklist, and the following reportable data: ❑X RI Field chain -of -custody documentation; ❑X R2 Sample identification cross-reference; ❑X R3 Test reports (analytical data sheets) for each environmental sample that includes: a) Items consistent with NELAC 5 b) dilution factors, c) preparation methods, d) cleanup methods, and e) if required for the project, tentatively identified compounds (TICs). ❑X R4 Surrogate Recovery data including: a) Calculated recovery (%R), and b) The laboratory's surrogate QC limits. ❑X R5 Test reports/summary forms for blank samples; R6 Test reports/summary forms for laboratory control samples (LCSs) including: a) LCS spiking amounts, b) Calculated %R for each analyte, and c) The laboratory's LCS QC limits. OX R7 Test reports for project matrix spike/matrix spike duplicates (MS/MSDs) including: a) Samples associated with the MS/MSD clearly identified, b) MS/MSD spiking amounts, c) Concentration of each MS/MSD analyte measured in the parent and spiked samples, d) Calculated %Rs and relative percent differences (RPDs) and e) The laboratory's MS/MSD QC limits R8 Laboratory anaytical duplicate (if applicable) recovery and precision: a) the amount of analyte measured in the duplicate, b) the calculated RPD, and c) the laboratory's QC limits for analytical duplicates. R9 List of method quantitation limits (MQLs) and detectability check sample results for each analyte for each method and matrix; ❑X R10 Other problems or anomalies. Exception Report for every "No" or "Not Reviewed (NR)" item in Laboratory Review Checklist and for each analyte, matrix, and method for which the laboratory does not hold NELAC accreditation under the Texas Laboratory Accreditation Program. Release Statement: I am responsible for the release of this laboratory data package. This laboratory is NELAC accredited under the Texas Laboratory Accreditation Program for all the methods, analytes, and matrices reported in this data package except as noted in the Exception Reports. The data have been reviewed and are technically compliant with the requirements of the methods used, except where noted by the laboratory in the Exception reports. By my signature below, I affirm to the best of my knowledge all problems/anomalies, observed by the laboratory have been identified in the Laboratory Review Checklist, and no information affecting the quality of the data has been knowingly withheld. Check, if applicable: [ ] This laboratory meets an exception under 30 TAC 25.6 and was last inspection by [ ] TCEQ or [ ] on (enter date of last inspection). Any findings affecting the data in this laboratory data package are noted in the Exception Reports herein. The offical signing the cover page of the report in which these data are used is responsible for releasing this data package and is by signature affirming the above release statement is true. Monica Tobar (' "'n� 5" bo Project Manager 27-FEB-15 Name (Printed) Signature Official Title (printed) Date Al Page 83 of 89 Final 1.000 Attachment A (cont'd) : Laboratory Review Checklist: Reportable Data Laboratory Name: XENCO LABORATORIES LRC Date : 27-FEB-15 Project Name: Borings Laboratory Job Number: 502645 Reviewer Name: MOT Batch Number(s) : 688805, 688799, 962248, 688920, 688919 # 1 A z Description Yes No I NA 3 NR. 41 ER# 5 Rl OI pain -of -Custody (COC) (Did samples meet the laboratory's standard conditions of sample acceptability upon receipt? Were all departures from standard conditions described in an exception report? ILL R2 OI ample and Quality Control (QC) Identification Are all field sample ID numbers cross-referenced to the laboratory ID numbers? X Are all laboratory ID numbers cross-referenced to the corresponding QC data? X R3 OI (rest Reports (Were all samples prepared and analyzed within holding times? X Other than those results <MQL, were all other raw values bracketed by calibration standards? X Were calculations checked by a peer or supervisor? X Were all analyte identifications checked by a peer or supervisor? X Were sample detection limits reported for all analytes not detected? X Were all results for soil and sediment samples reported on a dry weight basis? X (Were % moisture (or solids) reported for all soil and sediment samples? X Were bulk soil/solid samples for volatile analysis extracted with methanol per SW846 Method 5035? X 1 If required for the project, were TICS reported? X R4 O {Surrogate Recovery Data L..�„ ... Were surrogates added prior to extraction? X Were surrogate percent recoveries in all samples within the laboratory QC limits? X 2 R5 OI est Reports/Summary Forms for Blank Samples _ Were appropriate type(s) of blanks analyzed? X Were blanks analyzed at the appropriate frequency ? X Were method blanks taken through the entire analytical procedure, including preparation and, if applicable, cleanup X procedures? (Were Blank Concentrations <MQL? X R6 OI JLaboratory Control Samples (LCS): Were all COCs included in the LCS? X Was each LCS taken through the entire analytical procedure, including prep and cleanup steps? X Were LCSs analyzed at the required frequency? X (Were LCS (and LCSD, if applicable) %Rs within the laboratory QC limits? X (Does the detectability check sample data document the laboratory's capability to detect the COCs at the MDL used to X calculate the SDLs? (Was the LCSD RPD within the QC limits? X R7 OI Matrix Spike (MS) and Matrix Spike Duplicate (MSD) data 1 Were the project/method specified analytes included in the MS and MSD? X Were MS/MSD analyzed at the appropriate frequency? X Were MS (and MSD, if applicable) %Rs within the laboratory QC limits? X 3 Were MS/MSD RPDs within the laboratory QC limits? X 4 R8 OI $Analytical Duplicate Data Were appropriate analytical duplicates analyzed for each matrix? I X i Were analytical duplicates analyzed at the appropriate frequency? I X Were RPDs or relative standard deviations within the laboratory QC limits? I X R9 OI Method Quantitation Limits (MQLs) Are the MQLs for each method analyte included in the laboratory data package? I X Do the MQLs correspond to the concentration of the lowest non -zero calibration standard? I X Are unadjusted MQLs and DCSs included in the laboratory data package? I X R10 OI Other Problems/Anomalies (Are all known problems/anomalies/special conditions noted in this LRC and ER? I X the laboratory NELAC-accredited under the Texas Laboratory Accreditation Program for the analytes, matrices and X Its methods associated with this laboratory data package? I applicable and available technology used to lower the SDL to minimize the matrix interference effects on the X (Was sample results? A2 Page 84 of 89 Final 1.000 Attachment A (cont'd) : Laboratory Review Checklist: Reportable Data Laboratory Name: XENCO LABORATORIES LRC Date: 27-FEB-15 Project Name: Borings Laboratory Job Number: 502645 Reviewer Name: MOT Batch Number(s) : 688805, 688799, 962248, 688920, 688919 41 A 2 Description Yes No NA 3 1 NR 4 ER# 5 S1 OI [Initial Calibration (ICAL) ' Were response factors and/or relative response factors for each analyte within QC limits? X Were percent RSDs or correlation coefficient criteria met? X Was the number of standards recommended in the method used for all analytes? X Were all points generated between the lowest and the highest standard used to calculate the curve? X IAre ICAL data available for all instruments used? X Has the initial calibration curve been verified using an appropriate second source standard? X S2 OI nitial and Continuing Calibration Verification (ICCV and CCV) and continuing calibration blank Was the CCV analyzed at the method -required frequency? X Were percent differences for each analyte within the method -required QC limits? X Was the ICAL curve verified for each analyte? X Was the absolute value ofthe analyte concentration in the inorganic CCB <MDL? X S3 0 Wass Spectral Tuning [Was the appropriate compound for the method used for tuning? Were ion abundance data within the method -required QC limits? S4 0 Internal Standard (IS) Were IS area counts and retention times within the method -required QC limits? S5 OI Raw Data (NELAC 5.5.10) Were the raw data (for example, chromatograms, spectral data) reviewed by an analyst? Were data associated with manual integrations flagged on the raw data? S6 0 Dual Column Confirmation Did dual column confirmation results meet the method -required QC? S7 O Tentatively Identified Compounds (TICS) JITTICs were requested, were the mass spectra and TIC data subject to appropriate checks? S8 I[Interference Check Sample (ICS) Results Were percent recoveries within method QC limits? S9 I erial Dilutions, Post Digestions Spikes, and Method of Standard Additions (Were percent differences, recoveries, and the linearity within the QC limits specified in the method? S10 OI Imethod Detection Limit (MDL) Studies Was a MDL study performed for each reported analyte? Is the MDL either adjusted or supported by the analysis of DCSs? SI 1 OI'proficiency Test Reports Was the laboratory's performance acceptable on the applicable proficiency tests or evaluation studies? S12 OI tandards Documentation lAre all standards used in the analyses NIST-traceable or obtained from other appropriate sources? S13 OI JlCompound/Analyte Identification Procedures Are the procedures for compound/analyte identification documented? S 14 OI Demonstration of Analyst Competency (DOC) Was DOC conducted consistent with NELAC Chapter 5? Is documentation of the analyst's competency up-to-date and on file? S15 OI 'Verification/Validation Documentation for Methods (NELAC Chapter 5) Are all methods used to generate the data documented, verified, and validated, where applicable? S16 OI Laboratory Standard Operating Procedures (SOPs) Are laboratory SOPS current and on file for each method performed? 1. Items identified by the letter "R" must be included in the laboratory data package submitted to the TCEQ-required report(s). Items identified by the letter "S" should be retained and made available upon request for the appropriate retention period. 2. 0 = organic analyses; I = inorganic analyses (and general chemistry, when applicable). 3. NA = Not applicable; 4. NR = Not reviewed; 5. ER# = Exception Report Identification number (an Exception Report should be completed for an item if "NR" or "No" is checked). A3 Page 85 of 89 Final 1.000 Attachment A (cont'd): Laboratory Review Checklist: Exception Reports Laboratory Name: XENCO LABORATORIES Project Name: Borings Reviewer Name: MOT ER# 1 DESCRIPTION LRC Date: 27-FEB-15 Laboratory Job Number: 502645 Batch Number(s) : 688805, 688799, 962248, 688920, 688919 The solid samples were submitted in bulk jars and were therefore prepared by method 5030. TX 1005 Batch 962279, Surrogate o-Terphenyl recovered below QC limits. Matrix interferences is suspected; data confirmed by re -analysis Samples in the analytical batch are: 502537-008 S. SW8260B Batch 962463, Surrogate 4-Bromofluorobenzene recovered below QC limits. Matrix interferences is suspected; data confirmed by re -analysis Samples in the analytical batch are: 502645-007,502645-009,502645-008. SW8260B Batch 962464, Surrogate Dibromofluoromethane recovered below QC limits. Matrix interferences is suspected; data confirmed by re -analysis Samples in the analytical batch are: 502628-001 SD. Surrogate 1,2-Dichloroethane-D4 recovered above QC limits. Matrix interferences is suspected, data confirmed by re -analysis Samples in the analytical batch are: 502628-001 SD. SW8260B Batch 962463, Lab Sample ID 502645-001 was randomly selected for Matrix Spike/Matrix Spike Duplicate (MS/MSD). 1,2,4-Trichlorobenzene, n-Butylbenzene recovered below QC limits in the Matrix Spike. 2,2-Dichloropropane recovered below QC limits in the Matrix Spike and Matrix Spike Duplicate. 1,1,2,2-Tetrachloroethane recovered below QC limits in the Matrix Spike Duplicate. Trichlorofluoromethane recovered above QC limits in the Matrix Spike. Trichloroethylene recovered above QC limits in the Matrix Spike Duplicate. Outlier/s are due to possible matrix interference. Samples in the analytical batch are: 502645-001, -002, -003, -007, -008, -009, -010, -011, -012, -013, -014, -015. The Laboratory Control Sample for 2,2-Dichloropropane, n-Butylbenzene, Trichloroethylene, Trichlorofluoromethane, 1,1,2,2-Tetrachloroethane, 1,2,4- Trichlorobenzene is within laboratory Control Limits, therefore the data was accepted. SW8260B Batch 962464, 1,1,1,2-Tetrachloroethane, 1,1,2,2-Tetrachloroethane, 1,1,2-Trichloroethane, 1, 1 -Dichloroethene, 1,2,3-Trichlorobenzene, 1,2,3- Trichloropropane, 1,2-Dibromo-3-Chloropropane, 2,2-Dichloropropane, Bromodichloromethane, Bromoform, Chloroform, Dibromochloromethane, Methyl Chloride, Methyl bromide, Naphthalene, Trichloroethylene, cis-1,3-Dichloropropene, p-Cymene (p-Isopropyltoluene), tert-Butylbenzene, trans- 1,3-dichloropropene RPD between matrix spike and duplicate was outside QC limits. Samples in the analytical batch are: 502628-001, -002, -003, -004, -005, -006 SW8260B Batch 962463, 1,1,2,2-Tetrachloroethane, 1,2-Dibromo-3-Chloropropane, n-Butylbenzene RPD between matrix spike and duplicate was outside QC limits. Samples in the analytical batch are: 502645-001, -002, -003, -007, -008, -009, -010, -011, -012, -013, -014, -015 SW8260B Batch 962464, Lab Sample ID 502628-001 was randomly selected for Matrix Spike/Matrix Spike Duplicate (MS/MSD). 2,2-Dichloropropane recovered below QC limits in the Matrix Spike. 1, 1, 1,2-Tetrachloroethane, 1,1,2,2-Tetrachloroethane, 1,1,2-Trichloroethane, 1,2,3-Trichloropropane, 1,2-Dibromo-3-Chloropropane, Bromodichloromethane, Bromoform, Chloroform, Dibromochloromethane, Methyl bromide, cis-1,3-Dichloropropene, trans-1,3-dichloropropene recovered below QC limits in the Matrix Spike Duplicate. ],I-Dichloroethene, Trichloroethylene recovered above QC limits in the Matrix Spike Duplicate. Outlier/s are due to possible matrix interference. Samples in the analytical batch are: 502628- 001, -002, -003, -004, -005, -006. The Laboratory Control Sample for Bromodichloromethane, 1,2,3-Trichloropropane, 2,2-Dichloropropane, Chloroform, Trichloroethylene, cis-1,3- Dichloropropene, trans-1,3-dichloropropene, 1,1,2,2-Tetrachloroethane, 1,1-Dichloroethene, Methyl bromide, 1,1,1,2-Tetrachloroethane, Dibromochloromethane, 1,1,2-Trichloroethane, 1,2-Dibromo-3-Chloropropane, Bromoform is within laboratory Control Limits, therefore the data was accepted. 1 ER# = Exception Report identification number (an Exception Report should be completed for an item if "NR" or "No is checked on the LRC). A4 Page 86 of 89 Final 1.000 M 0 0 0 Company Name/Address: brOA5, AlA:Nlh mm mub, SWM IZS" FORT W-0970 , 7x W--R6 Report to: VWDL6K Y Project Description: 13d�i f N(�C Phone: 817 40rh 31Z8 Fax: Collected by (print): 1-1 Collette by (si ture): Immediately Packed on Ice N___, Y _ Sample ID Client Project 9 QZ3,OZ`I Site/Facility ID A Billing Information: GRaGP, LL(-. Email To: City/State Collected: FoK' (X*M Lab Project p �- P.O. q AYSh? (Lab MUST Be Notified) 61 ie1 °' same Diy.. _ . ... .» 200% Next Day. „_ . ...... -300� mall?_No )(�es _Two Day Three Day _ _ r _ w 357t FAX? _No _Yes Comp/Grab Matrix • Depth Da SS 55 ,55 SR -/o ►g- ��' SB-�r f�•-K'' SP,' )Z- is �ST141 Sb-J� Si3 '57 Analysis / Container / Preservative • Matrix: SS - Soil GW - Groundwater WW - WasteWater OW Drinking Water OT Other pH _ Temp Remarks: TRIP- rr r Flow Other Relinquished by ' 5jignnatuurr f-�' A ' Date: Tirol: Rece'ved by (Si tur 1 Samples reprrned via: ❑ UPS fic !� ir�lD L ❑ FedE� ❑Courier ❑ _ 1 Relinq ish y • Date: Ti : ` Rec 'ved ¢y: (S' t // Temp Device: XDA Relinquished by : Date: Time: CD�rret�ed: C Chain of Custody Page _ of _ *ESC 120651ebanm Ad ��• C Mount lull•t, TN 37122 Phom: 615-759-SBSB Pho :B00-767-S8S9 }, Fat 615-758-5859 �` i TI Company Name/Address: Billing Information: LGt 7 CWV1�aKM�1�tr�t. G90"t u,c.. 1ZQ Wr/V +EVJJWoWOMRmL, FinT LV97P171"45, FORT U01 Y Report to: rP0,1104 9 Project so((. Description: Wow,i Phone: �� qDZ 312t Client Project a Fax: Collected by (print): Site/Facility ID 9 Collected ((sigyature): Immediately Packed on Ice N I Y_ Sample.ID - S��R' Email To: wbost? a Li' W, r&-'7 r'dc"p R a City/State Collected: FbAT Lab Project p \ a• P.O. p Rush? (Lab MUST Be Notified) Its Needed _ Same Day ....» ...».......« Next Day _Yes _ Two Day .«...«« «» „. _ .«sox —Three Day -.,«....... _..... »»».25K FAX? __No No. ,Yes of Comp/Grab Matrix Depth Date Time =ntrs z-I;?-/ i4-- z z --is— j�.ZS— 7- to-al- 74 -1.r- 43120 Z Ss ic,- rr 1 Z '4V I ` 14! 40 Z.. ' Matrix: SS - Soil GW - Groundwater WW - WasteWaterT�DW Drinking Water OT - Other Remarks: -I F,9 yr, � LIST L EC. Relinquishe (Si 1' ur 1►tepid Date: Time: At w Relinquished b Date: Time: Relinquished b Dafe: Time: Analysis / Container / Preservative pH Temp Flow Other by: (Si n e) Samples returned via: ❑ UPS ❑ Fed Ex ❑ Courier ❑ by: (51 a- Temp Device* XDA _ 4 As Read: C (-0.9) Corrected: C Chain of Custody Pace —of *ESC 1206S tabanon Rd IN_ m Mount JUllat, TN 57122 Phone: 615.758-5359 Phone: Soo-767-5359 Brimm Fait: 61S-7St-5e59 XGNCO XENCO Laboratories Laboratories Prelogin/Nonconformance Report- Sample Log -In Client: W&M Environmental -Ft. Worth Acceptable Temperature Range: 0 - 6 degC Date/ Time Received: 02/19/2015 05:25:00 PM Air and Metal samples Acceptable Range: Ambient Work Order #: 502645 Temperature Measuring device used : XDA Sample Receipt Checklist Comments #1 *Temperature of cooler(s)? .4 #2 *Shipping container in good condition? Yes #3 *Samples received on ice? Yes #4 *Custody Seals intact on shipping container/ cooler? No #5 Custody Seals intact on sample bottles? No #6 *Custody Seals Signed and dated? No #7 *Chain of Custody present? Yes #8 Sample instructions complete on Chain of Custody? Yes #9 Any missing/extra samples? No #10 Chain of Custody signed when relinquished/ received? Yes #11 Chain of Custody agrees with sample label(s)? Yes #12 Container label(s) legible and intact? Yes #13 Sample matrix/ properties agree with Chain of Custody? Yes #14 Samples in proper container/ bottle? Yes #15 Samples properly preserved? Yes #16 Sample container(s) intact? Yes #17 Sufficient sample amount for indicated test(s)? Yes #18 All samples received within hold time? Yes #19 Subcontract of sample(s)? No #20 VOC samples have zero headspace (less than 1/4 inch bubble)? Yes #21 <2 for all samples preserved with HNO3,HCL, H2SO4? Except for NIA samples for the analysis of HEM or HEM-SGT which are verified by the analysts. #22 >10 for all samples preserved with NaAs02+NaOH, ZnAc+NaOH? NIA * Must be completed for after-hours delivery of samples prior to placing in the refrigerator Analyst: Checklist completed by: Checklist reviewed by PH Device/Lot#: Date: 02/19/2015 Austin Berry (1or1U'0-) DbOl Date:02/20/2015 Monica Tobar Page 89 of 89 Final 1.000 Analytical Report 502822 for W&M Environmental -Ft. Worth Project Manager: Paul Rodusky 823.029 03-MAR-15 Collected By: Client Laboratories VENCO, 9701 Harry Hines Blvd, Dallas, TX 75220 Xenco-Houston (EPA Lab code: TXOO122): Texas (T104704215-14-18), Arizona (AZ0765), Florida (E871002), Louisiana (03054) New Jersey (TX007), North Carolina(681), Oklahoma (9218), Pennsylvania (68-03610) Xenco-Atlanta (EPA Lab Code: GA00046): Florida (E87429), North Carolina (483), South Carolina (98015), Kentucky (85), DoD ( L10-135) Texas (T104704477), Louisiana (04176), USDA (P330-07-00105) Xenco-Lakeland: Florida (E84098) Xenco-Odessa (EPA Lab code: TX00158): Texas (T104704400-TX) Xenco-Dallas (EPA Lab code: TX01468): Texas (T104704295-TX) Xenco Phoenix (EPA Lab Code: AZ00901): Arizona(AZ0757) Xenco-Phoenix Mobile (EPA Lab code: A-Z00901): Arizona (AZM757) Xenco Tucson (EPA Lab code: AZ000989): Arizona (AZ0758) Page 1 of 48 Final 1.000 Table of Contents Cover Page 1 Cover Letter 3 Sample ID Cross Reference _ 4 Certificate of Analysis (Detailed Report) 5 Holding Time Report 22 Explanation of Qualifiers (Flags) 24 Analytical Log 25 Surrogate Recoveries —QC 28 Blank Spike Recoveries 31 Blank Spike - Blank Spike Duplicate Recoveries 35 Matrix Spike Recoveries _0 36 Matrix Spike - Matrix Spike Duplicate Recoveries 37 TNRCC check list report 43 Chain of Custody 47 Sample Receipt Conformance Report 48 Page 2 of 48 Final 1.000 0 03-MAR-15 Project Manager: Paul Rodusky W&M Environmental -Ft. Worth 6825 Mahattan Blvd Ste 125 Fort Worth, TX 76120 Reference: XENCO Report No(s): 502822 823.029 Project Address: Fort Worth Paul Rodusky : We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number(s) 502822. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. The uncertainty of measurement associated with the results of analysis reported is available upon request. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 502822 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. WKu"o-) i)bv, Monica Tobar Project Manager Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - Odessa - San Antonio - Tampa - Lakeland - Atlanta - Phoenix - Oklahoma - Latin America Page 3 of 48 Final 1.000 Sample Cross Reference 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id Matrix Date Collected Sample Depth SB-15 W 02-18-1516:20 SB-17 W 02-18-1517:20 SB-22 W 02-19-1516:20 SB-23 W 02-19-1516:40 M_ Lab Sample Id 502822-001 502822-002 502822-003 502822-004 Page 4 of 48 Final 1.000 Certificate of Analytical Results PJN te�7 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-15 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-001 Date Collected: 02.18.15 16.20 Date Received: 02.20.15 18.32 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: SOZ % Moist: Tech: SOZ Seq Number: 962863 Date Prep: 02.27.15 12.00 Prep seq: 689182 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <0.573 2.37 0.573 mg/L 02.27.15 11:12 U 1 C12-C28 Diesel Range Hydrocarbons PHCGIO28 2.19 2.37 0.802 mg(L 02.27.15 11:12 1 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <0.610 4.73 0.610 mg/L 02,27.15 11:12 U 1 Total TPH 1005 PHC635 2.19 0.573 mg/L 02.27.15 11:12 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 125 75 -125 % 1-Chlorooetane 121 75 - 125 % Page 5 of 48 Final 1.000 Sample Id: SB-15 Lab Sample Id: 502822-001 Analytical Method: VOAs by SW 8260B Analyst: JBU Seq Number: 962464 Parameter Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane MTBE n-Butylbenzene Sec -Butyl benzene tert-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) Dibromochloromethane 1,2-Dibromo-3-Chloropropane Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene D ichlorodifluoromethane l,l-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1,1-Dichloropropene cis- 1,3 -Dichloropropene trans-1,3-dichloropropene Ethylbenzene Hexachlorobutadiene isopropylbenzene Methylene Chloride Naphthalene n-Propylbenzene Styrene Certificate of Analytical Results a 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Sample Depth: Date Collected: 02.18.15 16.20 Date Received: 02.20.15 18.32 Prep Method: 5030B % Moist: Tech: JBU Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Number Result MQL SDL Units Date Flag 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 23 U 1 75-25-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 23 U 1 98-06-6 <0.00100 0.00500 0.00100 mg/L 02,23.15 20 23 U 1 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.23,15 20:23 U 1 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:23 U 1 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 20 23 U 1 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20.23 U 1 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 99-87-6 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:23 U 1 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 20:23 U 1 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 23 U 1 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 142-28-9 <0.00100 0.00500 000100 mg/L 02.23.15 20:23 U 1 594-20-7 <0.00100 0.00500 0,00100 mg/L 02.23.15 20:23 U 1 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 87-68-3 <0.00100 0.00500 000100 mg/L 02.23.15 20:23 U 1 98-82-8 <0.00100 0.00500 0,00100 mg/L 02.23.15 20:23 U 1 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.23.15 20:23 U 1 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:23 U 1 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 Page 6 of 48 Final 1.000 Certificate of Analytical Results Iw PL. 502822 W� W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-15 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-001 Date Collected: 02.18.15 16.20 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:23 U 1 Toluene 108-88-3 <0.00100 0.00500 0,00100 mg/L 02.23.15 20:23 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0,00100 mg/L 02.23.15 2023 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02 23.15 20:23 U 1 1, 1, 1 -Trichl oroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20.23 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0,00100 mg/L 02.23.15 20:23 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U I Trichlorofluoromethane 75-69-4 <0.00100 0,00500 0.00100 mg/L 02.23.15 20.23 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0,000822 mg/L 02.23.15 20:23 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U 1 1,3,5-trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:23 U I o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 2023 U 1 m,p-Xylenes 179601-23-1 <0.00200 00100 0.00200 mg/L 02.23.15 20 23 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 0223.15 20:23 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 100 61 - 132 % 1,2-Dichloroethane-D4 106 76 - 118 % Toluene-D8 103 74 - 130 % 4-Bromofluorobenzene 100 76 - 126 % Page 7 of 48 Final 1.000 • Certificate of Analytical Results nu IL T.1 502822 -� W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-17 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-002 Date Collected: 02.18.15 17.20 Date Received: 02.20.15 18.32 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: SOZ % Moist: Tech: SOZ Seq Number: 962863 Date Prep: 02.27.15 12.00 Prep seq: 689182 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <0.548 2.26 0.548 mg/L 02.27.15 13:47 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <0.766 2.26 0.766 mg/L 02.27.15 13:47 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <0.583 4.52 0.583 mg/L 02.27.15 13:47 U 1 Total TPH 1005 PHC635 <0.548 0.548 mg/L 02.27.15 13:47 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 109 75 - 125 % 1-Chlorooctane 105 75 - 125 % Page 8 of 48 Final 1.000 • Certificate of Analytical Results �- ` ' IV, & 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-17 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-002 Date Collected: 02.18.15 17.20 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 Parameter CAS Result MQL SDL Units Analysis Flag Dil Factor Number Date Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23,152036 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U I Bromoform 75-25-2 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 Bromomethane 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 MTBE 1634-04-4 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:36 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 36 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:36 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20-36 U 1 Chloromethane 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:36 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 20:36 U 1 Dibromomethane 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U I 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 36 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U l cis-1,2-Dichloroethene 156-59-2 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 trans-1,2-dichloroethene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,I-Dichloropropene 563-58-6 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:36 U I cis- 1,3 -Dichloropropene 10061-01-5 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:36 U 1 trans- l,3Aichloropropene 10061-02-6 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U I Hexachlorobutadiene 87-68-3 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:36 U 1 isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Methylene Chloride 75-09-2 <0.00500 0,0100 0.00500 mg/L 02.23.15 20:36 U 1 Naphthalene 91-20-3 <0.00200 0,00500 0.00200 mg/L 02.23,15 20:36 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Page 9 of 48 Final 1.000 • Certificate of Analytical Results Pi+uLt l • 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-17 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-002 Date Collected: 02.18.15 17.20 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U I 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:36 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 1,1,1-Trichloroethane 71-55-6 <0.00100 0.00500 0-00100 mg/L 02.23.15 20:36 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.23.15 20:36 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:36 U 1 1,3,5-trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:36 U 1 o-Xylene 95-47-6 <0.00100 0.00500 000100 mg/L 02.23.15 20:36 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 000200 mg/L 02.23.15 20:36 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.23.15 20:36 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 102 61 - 132 % 1,2-Dichloroethane-D4 101 76 - 118 % Toluene-D8 102 74 - 130 % 4-Bromofluorobenzene 102 76 - 126 % Page 10 of 48 Final 1.000 Sample Id: SB-22 Lab Sample Id: 502822-003 Analytical Method: TPH by Texas1005 Analyst: SO/. Seq Number: 962863 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Ground Water Date Collected: 02.19.15 16.20 % Moist: Date Prep: 02.27.15 12.00 Prep seq: 689182 CAS Number Result MQL PHC612 <0.557 2.30 PHCG1028 <0.779 2.30 PHCG2835 <0.593 4.60 PHC635 <0.557 % Recovery III 103 Sample Depth: Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 0.557 mg/L 02.27.1514:06 U 1 0.779 mg/L 02.27.1514:06 U 1 0.593 mg/L 02.27.1514:06 U 1 0.557 mg/L 02.27.1514:06 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 11 of 48 Final 1.000 Certificate of Analytical Results PJ 1-9 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-22 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-003 Date Collected: 02.19.15 16.20 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U I Bromomethane 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 MTBE 1634-04-4 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:50 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 50 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 50 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0,00500 0.00100 mg/L 02.23.15 20:50 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:50 U I Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Chloromethane 74-87-3 <0.00200 0.00500 000200 mg/L 02.23.15 20:50 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 20:50 U 1 Dibromomethane 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.23,15 20:50 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U I 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20 50 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20.50 U 1 ],I-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 cis-1,2-Dichloroethene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 trans-1,2-dichloroethene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 LI-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U I trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U I Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02,23.15 20:50 U I Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.23.15 20:50 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:50 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Page 12 of 48 Final 1.000 Certificate of Analytical Results vn 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-22 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-003 Date Collected: 02.19.15 16.20 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU %Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Tetrachloroethylene 127-19-4 <0.00200 0.00500 0.00200 mg/L 02.23.15 20:50 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,1,1-Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.23 15 20:50 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 0.00100 mgJL 02.23.15 20:50 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg(L 02.23.15 20:50 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.23.15 20:50 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 1,3,5-trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg(L 02.23.15 20:50 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 20:50 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.23.15 20:50 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0,000400 mg/L 02.23.15 20:50 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 98 61 - 132 % 1,2-Dichloroethane-D4 99 76 - 118 % Toluene-D8 101 74 - 130 % 4-Bromofluorobenzene 99 76 - 126 % Page 13 of 48 Final 1.000 Certificate of Analytical Results 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-23 Lab Sample Id: 502822-004 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 962863 CAS Parameter Number C6-C12 Gasoline Range Hydrocarbons PHC612 C12-C28 Diesel Range Hydrocarbons PHCG1028 C28-05 Oil Range Hydrocarbons PHCG2835 Total TPH 1005 PHC635 Surrogate o-Terphenyl 1-Chlorooctane Matrix: Ground Water Date Collected: 02.19.15 16.40 % Moist: Date Prep: 02.27.15 12.00 Prep seq: 689182 Result MQL <0.565 2.33 <0.791 2.33 <0.601 4.66 <0.565 % Recovery 124 119 Sample Depth: Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 0.565 mg/L 02.27.1512:48 U 1 0.791 mg/L 02.27.1512:48 U 1 0.601 mg/L 02.27.1512:48 U 1 0.565 mg/L 02.27.1512:48 U Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 14 of 48 Final 1.000 • Certificate of Analytical Results W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-23 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-004 Date Collected: 02.19.15 16.40 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962570 Date Prep: 02.24.15 09.00 Prep seq: 688988 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0,00500 0.00100 mg/L 02.24.15 13:45 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 13 45 U I Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Bromomethane 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 UX 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 tert-Butyl benzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Chlorobenzene 108-90-7 <0.00100 0,00500 0.00100 mg/L 02.24.15 13:45 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.24.15 13:45 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U I Chloromethane 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.24.15 13:45 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0,00500 0.00100 mg/L 02.24.15 13:45 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.24.15 13:45 U 1 Dibromomethane 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0,00500 0.00100 mg/L 02.24.15 13:45 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1, 1 -Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U I cis-1,2-Dichloroethene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 trans-1,2-dichloroethene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0,00100 mg/L 02.24.15 13:45 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0,00100 mg/L 02.24.15 13:45 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 13 45 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.24.15 13:45 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.24.15 13:45 UX 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Page 15 of 48 Final 1.000 Certificate of Analytical Results nu 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-23 Matrix: Ground Water Sample Depth: Lab Sample Id: 502822-004 Date Collected: 02.19.15 16.40 Date Received: 02.20.15 18,32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962570 Date Prep: 02.24.15 09.00 Prep seq: 688988 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U I Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.24.15 13:45 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 UX 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 UX 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U I 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.24,15 13 45 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.24.1513.45 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.24.15 13:45 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 1,3,5-trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U I o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 13:45 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.24.15 13 45 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.24.15 13:45 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 98 61 - 132 % 1,2-Dichloroethane-D4 96 76 - 118 % Toluene-D8 101 74-130 % 4-Bromofluorobenzene 96 76 - 126 % Page 16 of 48 Final 1.000 Certificate of Analytical Results 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688920-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688920-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Bromomethane 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.23.1511:50 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 I L50 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.23.151150 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.23.1511:50 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 11:50 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U I Chloromethane 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 11:50 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.23.15 11:50 U 1 Dibromomethane 74-95-3 <0.00100 0.00500 0.00100 mg/L 02.23,15 11:50 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U I 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.23,1511:50 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U I cis-1,2-Dichloroethene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.23,1511:50 U 1 trans-1,2-dichloroethene 156-60-5 <0.00100 0,00500 0.00100 mg/L 02.23,1511:50 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.23.1511.50 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U I Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.23.151150 U 1 isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.23.1511.50 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.23.15 11:50 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.23.15 11:50 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U I Page 17 of 48 Final 1.000 Certificate of Analytical Results eau 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688920-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688920-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962464 Date Prep: 02.23.15 10.38 Prep seq: 688920 CAS Analysis Dil Factor Parameter number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.23.1511-50 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.23.15 11:50 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1, 1, 1 -Trichl oroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,2,3-Trichloropropane 96-184 <0.000822 0.00500 0.000822 mg/L 02.23.15 11:50 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 1,3,5-trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/L 02.23.15 11:50 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.23.15 11:50 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.23.15 11:50 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 104 61 - 132 % 1,2-Dichloroethane-D4 100 76 - 118 % Toluene-138 105 74 - 130 % 4-Bromofluorobenzene 103 76 - 126 % Page 18 of 48 Final 1.000 AIM • Certificate of Analytical Results iO 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688988-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688988-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962570 Date Prep: 02.24.15 09.00 Prep seq: 688988 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 7143-2 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U I Bromomethane 74-83-9 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Scc-Butyl benzene 135-98-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 tert-Butyl benzene 98-06-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/L 02.24,15 11:40 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Chloroethane 75-00-3 <0.00200 0.00500 0.00200 mg/L 02.24.15 11:40 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Chloromethane 74-87-3 <0.00200 0.00500 0.00200 mg/L 02.24.1511.40 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0,00100 mg/L 02.24.15 11:40 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0-00100 mg/L 02.24.15 11:40 U 1 p-Cymene (p-lsopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00224 0.00500 0.00224 mg/L 02.24.1511.40 U 1 Dibromomethane 74-95-3 <0.00100 0.00500 0,00100 mg/L 02.24.151140 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0,00500 0.00100 mg/L 02.24.15 11:40 U 1 c is- 1,2-Dichloroethene 156-59-2 <0.00100 0.00500 0.00100 mg/L 02.24,1511:40 U I trans-1,2-dichloroethene 156-60-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/L 02.24.151140 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/L 02.24.1511.40 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/L 02.24.151140 U 1 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/L 02.24.151140 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/L 02.24.151140 U 1 isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Methylene Chloride 75-09-2 <0.00500 0.0100 0.00500 mg/L 02.24.15 11:40 U 1 Naphthalene 91-20-3 <0.00200 0.00500 0.00200 mg/L 02.24.1511:40 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Page 19 of 48 Final 1.000 IL • Certificate of Analytical Results` ME. 502822 �� . W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 688988-1-BLK Matrix: Water Sample Depth: Lab Sample Id: 688988-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962570 Date Prep: 02.24.15 09.00 Prep seq: 688988 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1, 1,2,2 -Tetrachl oroethane 79-34-5 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/L 02.24.15 11:40 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,1,1-Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/L 02,24.1511:40 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 000100 mg/L 02.24.15 11:40 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 1,2,3-Trichloropropane 96-18-4 <0.000822 0.00500 0.000822 mg/L 02.24.15 11:40 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 000100 mg/L 02.24.15 11:40 U 1 1,3,5-trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/L 02.24.15 11:40 U 1 o-Xylene 95-47-6 <0.00100 0.00500 000100 mg/L 02.24.15 11:40 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/L 02.24.15 11:40 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 mg/L 02.24.15 11:40 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 104 61 - 132 % 1,2-Dichloroethane-D4 100 76 - 118 % Toluene-D8 102 74 - 130 % 4-Bromofluorobenzene 102 76 - 126 % Page 20 of 48 Final 1.000 Certificate of Analytical Results 502822 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 689182-1-BLK Matrix: Water Lab Sample Id: 689182-1-BLK Date Collected: Analytical Method: TPH by Texas1005 Analyst: SOZ % Moist: Seq Number: 962863 Date Prep: 02.27.15 12.00 Prep seq: 689182 CAS Parameter Number Result MQL C6-C 12 Gasoline Range Hydrocarbons PHC612 <0.606 2.50 C12-C28 Diesel Range Hydrocarbons PHCG1028 <0.848 2.50 C28-C35 Oil Range Hydrocarbons PHCG2835 <0.645 5.00 Surrogate % Recovery o-Terphenyl 110 1-Chlorooctane 106 Sample Depth: Date Received: Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 0.606 mg/L 02.27.1510:15 U 1 0.848 mg/L 02.27.1510:15 U 1 0.645 mg/L 02.27.1510:15 U 1 Limits Units 75 - 125 % 75 - 125 % Analysis Date Flag Page 21 of 48 Final 1.000 XENCO Laboratories PAC Ae CHRONOLOGY OF HOLDING TIMES I = �, 4; Analytical Method : VOAs by SW 8260B Client: W&M Environmental -Ft. Worth Work Order #: 502822 Project ID: --- Field Sample ID Date Date Collected Received SB-15 Feb. 18, 2015 Feb. 20, 2015 SB-23 Feb. 19, 2015 Feb. 20, 2015 SB-22 Feb. 19, 2015 Feb. 20, 2015 SB-17 Feb. 18, 2015 Feb. 20, 2015 Max Time Max Time Date Holding Held Date Holding Held Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days (Days) -eb.23, 2015 14 5 P ?eb.24, 2015 14 5 P ?eb.23, 2015 14 4 P ?eb.23, 2015 14 5 P Page 22 of 48 Final 1.000 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method: TPH by Texasl005 Client: W&M Environmental -Ft. Worth Work Order #: 502822 Project ID: --- Max Time Max Time Field Sample ID Date Date Date Holding Held Date Holding Held Collected Received Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days (Days) SB-17 Feb. 18, 2015 Feb. 20, 2015 Feb. 27, 2015 14 9 ?eb.27, 2015 14 0 P SB-22 Feb. 19, 2015 Feb. 20, 2015 Feb. 27, 2015 14 8 reb.27, 2015 14 0 P SB-15 Feb. 18, 2015 Feb. 20, 2015 Feb. 27, 2015 14 9 ?eb.27, 2015 14 0 P SB-23 Feb. 19, 2015 Feb. 20, 2015 Feb. 27, 2015 14 8 -eb.27, 2015 14 0 P F = These samples were analyzed outside the recommended holding time. P = Samples analyzed within the recommended holding time. Page 23 of 48 Final 1.000 Flagging Criteria X In our quality control review of the data a QC deficiency was observed and flagged as noted. MS/MSD recoveries were found to be outside of the laboratory control limits due to possible matrix /chemical interference, or a concentration of target analyte high enough to affect the recovery of the spike concentration. This condition could also affect the relative percent difference in the MS/MSD. B A target analyte or common laboratory contaminant was identified in the method blank. Its presence indicates possible field or laboratory contamination. D The sample(s) were diluted due to targets detected over the highest point of the calibration curve, or due to matrix interference. Dilution factors are included in the final results. The result is from a diluted sample. E The data exceeds the upper calibration limit; therefore, the concentration is reported as estimated. F RPD exceeded lab control limits. J The target analyte was positively identified below the quantitation limit and above the detection limit. U Analyte was not detected. L The LCS data for this analytical batch was reported below the laboratory control limits for this analyte. The department supervisor and QA Director reviewed data. The samples were either reanalyzed or flagged as estimated concentrations. H The LCS data for this analytical batch was reported above the laboratory control limits. Supporting QC Data were reviewed by the Department Supervisor and QA Director. Data were determined to be valid for reporting. K Sample analyzed outside of recommended hold time. JN A combination of the "N" and the "J" qualifier. The analysis indicates that the analyte is "tentatively identified" and the associated numerical value may not be consistent with the amount actually present in the environmental sample. ** Surrogate recovered outside laboratory control limit. BRL Below Reporting Limit. RL Reporting Limit MDL Method Detection Limit SDL Sample Detection Limit LOD Limit of Detection PQL Practical Quantitation Limit MQL Method Quantitation Limit LOQ Limit of Quantitation DL Method Detection Limit NC Non -Calculable + NELAC certification not offered for this compound. * (Next to analyte name or method description) = Outside XENCO's scope of NELAC accreditation Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Atlanta - Midland/Odessa - Tampa/Lakeland - Phoenix - Latin America 4143 Greenbriar Dr, Stafford, TX 77477 9701 Harry Hines Blvd, Dallas, TX 75220 5332 Blackberry Drive, San Antonio TX 78238 2505 North Falkenburg Rd, Tampa, FL 33619 12600 West 1-20 East, Odessa, TX 79765 6017 Financial Drive, Norcross, GA 30071 3725 E. Atlanta Ave, Phoenix, AZ 85040 Phone Fax (281)240-4200 (281)240-4280 (214)902 0300 (214)351-9139 (210) 509-3334 (210) 509-3335 (813)620-2000 (813)620-2033 (432) 563-1800 (432) 563-1713 (770)449-8800 (770)449-5477 (602)437-0330 Page 24 of 48 Final 1.000 zento Laboratories Analytical Log Analytical Method: Project Name: Client Name: VOAs by SW 8260B 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-15 SB-17 SB-22 Lab Sample Id 502822-001 502822-002 502822-003 502628-001 S 502628-001 SD 68 8920-1-BKS 688920-1-BLK Batch #: 962464 Project iD: --- WO Number: 502822 QC Types SMP SMP SMP MS MSD BKS BLK Page 25 of 48 Final 1.000 laboratories RICO � Analytical Log Analytical Method: VOAs by SW 8260B Batch #: 962570 Project Name: 823.029 Project ID: --- Client Name: W&M Environmental -Ft. Worth WO Number: 502822 Client Sample Id Lab Sample Id QC Types SB-23 502822-004 SMP 502822-004 S MS 502822-004 SD MSD 688988-1-BKS BKS 688988-1-BLK BLK Page 26 of 48 Final 1.000 Analytical Log Analytical Method: Project Name: Client Name: TPH by Texas 1005 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-15 SB-17 SB-22 SB-23 Lab Sample Id 502822-001 502822-002 502822-003 502822-004 502822-001 S 689182-1-BKS 689182-1-BLK 689182-1-BSD Batch #: 962863 Project ID: --- WO Number: 502822 QC Types SMP SMP SMP SMP MS BKS BLK BSD Page 27 of 48 Final 1.000 a Form 2 - Surrogate Recoveries E rM v;- ;, - Project Name: 823.029 Work Orders: 502822, Project ID: --- Lab Batch #: 962863 Sample: 689182-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/27/15 10:15 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 5.50 5.00 110 75-125 1-Chlorooctane 10.6 10.0 106 75-125 Lab Batch #: 962863 Sample: 689182-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/27/15 10:34 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.89 5.00 98 75-125 1-Chlorooctane 11.0 10.0 110 75-125 Lab Batch #: 962863 Sample: 502822-001 S / MS Batch: 1 Matrix: Ground Water Units: mg/L Date Analyzed: 02/27/15 11:31 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 4.80 4.66 103 75-125 1-Chlorooctane 9.98 9.33 107 75-125 Lab Batch #: 962863 Sample: 689182-1-BSD / BSD Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 03/02/15 11:08 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 5.29 5.00 106 75-125 1-Chlorooctane 11.5 10.0 115 75-125 * Surrogate outside of Laboratory QC limits * * Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 28 of 48 Final 1.000 C Form 2 - Surrogate Recover ies Project Name: 823.029 Work Orders : 502822, Project ID: --- Lab Batch #: 962464 Sample: 688920-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 11:10 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0514 0.0500 103 61-132 1,2-Dichloroethane-D4 0.0527 0.0500 105 76-118 Toluene-138 0.0515 0.0500 103 74-130 4-Bromofluorobenzene 0.0495 0.0500 99 76-126 Lab Batch #: 962464 Sample: 688920-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 11:50 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0519 0.0500 104 61-132 1,2-Dichloroethane-D4 0.0502 0.0500 100 76-118 Toluene-D8 0.0525 0.0500 105 74-130 4-Bromofluorobenzene 0.0515 0.0500 103 76-126 Lab Batch #: 962464 Sample: 502628-001 S / MS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 12:04 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0541 0.0500 108 61-132 1,2-Dichloroethane-D4 0.0539 0.0500 108 76-118 Toluene-D8 0.0517 0.0500 103 74-130 4-Bromofluorobenzene 0.0502 0.0500 100 76-126 Lab Batch #: 962464 Sample: 502628-001 SD / MSD Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/23/15 12:49 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.000290 0.0500 1 61-132 1,2-Dichloroethane-D4 0.0626 0.0500 125 76-118 Toluene-D8 0.0495 0.0500 99 74-130 4-Bromofluorobenzene 0.0491 0.0500 98 76-126 ' Surrogate outside of Laboratory QC limits ii Surrogates outside limits; data and surrogates confirmed by reanalysis "' Poor recoveries due to dilution Surrogate Recovery [D] = 100 ' A / B All results are based on MDL and validated for QC purposes. Page 29 of 48 Final 1.000 ( Form 2 - Surrogate Recoveries l Project Name: 823.029 Work Orders: 502822, Project ID: --- Lab Batch #: 962570 Sample: 688988-1-BKS / BKS Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/24/15 11:14 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0495 0.0500 99 61-132 1,2-Dichloroethane-D4 0.0523 0.0500 105 76-118 Toluene-138 0.0500 0,0500 100 74-130 4-Bromofluorobenzene 0.0495 0.0500 99 76-126 Lab Batch #: 962570 Sample: 688988-1-BLK / BLK Batch: 1 Matrix: Water Units: mg/L Date Analyzed: 02/24/15 11:40 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] IN %R %R Analytes [D] Dibromofluoromethane 0.0520 0.0500 104 61-132 1,2-Dichloroe0hane-D4 0.0502 0.0500 100 76-118 Toluene-D8 0.0512 0.0500 102 74-130 4-Bromofluorobenzene 0.0510 0.0500 102 76-126 Lab Batch #: 962570 Sample: 502822-004 S / MS Batch: 1 Matrix: Ground Water Units: mg/L Date Analyzed: 02/24/15 16:30 SURROGATE RECOVERY STUDY VOAs by SW 8260E Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0485 0.0500 97 61-132 1,2-Dichloroethane-D4 0.0497 0.0500 99 76-118 Toluene-D8 0.0509 0.0500 102 74-130 4-Bromofluorobenzene 0.0496 0.0500 99 76-126 Lab Batch #: 962570 Sample: 502822-004 SD / MSD Batch: 1 Matrix: Ground Water Units: mg/L Date Analyzed: 02/24/15 16:43 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D1 Dibromofluoromethane 0.0480 0.0500 96 61-132 1,2-Dichloroethane-D4 0.0490 0.0500 98 76-118 Toluene-D8 0.0505 0.0500 101 74-130 4-Bromofluorobenzene 0.0475 0.0500 95 76-126 • Surrogate outside of Laboratory QC limits •' Surrogates outside limits; data and surrogates confirmed by reanalysis "' Poor recoveries due to dilution Surrogate Recovery [D] = 100 • A / B All results are based on MDL and validated for QC purposes. Page 30 of 48 Final 1.000 Blank Spike Recovery AV, Project Name: 823.029 Work Order #: 502822 Project ID: --- Lab Batch #: 962464 Sample: 688920-1-BKS Matrix: Water Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags JAI [B] Result %R %R Analytes 1C1 1D1 Benzene <0.00100 0.0500 0.0455 91 66-142 Bromobenzene <0.00100 0.0500 0.0454 91 75-125 Bromochloromethane <0.00100 0.0500 0.0444 89 73-125 Bromodichloromethane I <0.00100 0.0500 0.0486 97 75-125 Bromoform <0.00100 0.0500 0.0469 94 75-125 Bromomethane <0.00100 0.0500 0.0473 95 70-130 MTBE I <0.00100 0.0500 0.0416 83 75-125 n-Butylbenzene I <0.00100 0.0500 0.0463 93 75-125 Sec-Butylbenzene I <0.00100 0,0500 0.0494 99 75-125 tert-Butylbenzene <0.00100 0.0500 0.0470 94 75-125 Carbon Tetrachloride I <0.00100 0.0500 0.0490 98 62-125 Chlorobenzene <0.00100 0.0500 0.0460 92 60-133 Chloroethane <0.00200 0.0500 0.0487 97 70-130 Chloroform <0.00100 0.0500 0.0455 91 74-125 Chloromethane <0.00200 0.0500 0.0463 93 70-130 2-Chlorotoluene I <0.00100 0.0500 0.0463 93 73-125 4-Chlorotoluene I <0.00100 0.0500 0,0480 96 74-125 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0470 94 75-125 Dibromochloromethane <0.00100 0.0500 0.0494 99 73-125 1,2-Dibromo-3-Chloropropane <0.00224 0.0500 0.0444 89 59-125 Dibromomethane <0.00100 0.0500 0.0455 91 69-127 1,2-Dichlorobenzene <0.00100 0.0500 0.0462 92 75-125 1,3-Dichlorobenzene <0.00100 0.0500 0.0466 93 75-125 1,4-Dichlorobenzene <0.00100 0.0500 0.0464 93 75-125 Dichlorodifluoromethane <0.00100 0,0500 0.0460 92 70-130 1,1-Dichloroethane <0.00100 0.0500 0.0489 98 72-125 1,2-Dichloroethane I <0.00100 0.0500 0.0459 92 68-127 I,1-Dichloroethene <0.00100 0.0500 0.0462 92 59-172 cis-1,2-Dichloroethene <0.00100 0.0500 0.0467 93 75-125 trans-1,2-dichloroethene I <0.00100 0.0500 0.0467 93 75-125 1,2-Dichloropropane <0.00100 0.0500 0.0473 95 74-125 1,3-Dichloropropane <0.00100 0.0500 0.0468 94 75-125 2,2-Dichloropropane <0.00100 0.0500 0.0454 91 75-125 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 31 of 48 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502822 Project ID: --- Lab Batch #: 962464 Sample: 688920-1-BKS Matrix: Water Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY WAS by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] 1,1-Dichloropropene <0.00100 0.0500 0.0477 95 75-125 cis-1,3-Dichloropropene <0.00100 0.0500 0.0471 94 74-125 (trans-1,3-dichloropropene <0.00100 0.0500 0.0481 96 66-125 Ethylbenzene I <0.00100 0.0500 0.0470 94 75-125 Hexachlorobutadiene <0.00100 0.0500 0.0457 91 75-125 isopropyl benzene <0.00100 0.0500 0.0485 97 75-125 Methylene Chloride <0.00500 0.0500 0.0578 116 75-125 Naphthalene <0.00200 0.0500 0.0404 81 75-125 ln-Propylbenzene <0.00100 0.0500 0.0481 96 75-125 Styrene <0.00100 0.0500 0.0486 97 75-125 1,1,1,2-Tetrachloroethane <0.00100 0.0500 0.0484 97 72-125 1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0469 94 74-125 Tetrachloroethylene I <0.00200 0.0500 0.0445 89 71-125 Toluene <0.00100 0.0500 0.0467 93 59-139 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0467 93 75-137 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0438 88 75-135 1,1,1-Trichloroethene I <0.00100 0.0500 0.0470 94 75-125 1,1,2-Trichloroethane <0.00100 0.0500 0.0470 94 75-127 Trichloroethene <0.00100 0.0500 0.0467 93 62-137 Trichlorofluoromethane <0.00100 0.0500 0.0510 102 67-125 1,2,3-Trichloropropane I <0.000822 0.0500 0.0446 89 75-125 1,2,4-Trimethylbenzene I <0.00100 0.0500 0.0460 92 75-125 1,3,5-trimethylbenzene <0.00100 0.0500 0.0484 97 70-125 o-Xylene <0 00100 0.0500 0.0482 96 75-125 m,p-Xylenes <0.00200 0.100 0.0950 95 75-125 Vinyl Chloride I <0.000400 0.0500 0.0480 96 75-125 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 32 of 48 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502822 Project ID: --- Lab Batch #: 962570 Sample: 688988-1-BKS Matrix: Water Date Analyzed: 02/24/2015 Date Prepared: 02/24/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] Benzene I <0.00100 0.0500 0.0505 101 66-142 Bromobenzene <0.00100 0.0500 0.0511 102 75-125 Bromochloromethane <0.00100 0.0500 0.0475 95 73-125 Bromodichloromethane <0.00100 0.0500 0.0527 105 75-125 Bromoform <0.00100 0.0500 0.0502 100 75-125 Bromomethane <0.00100 0.0500 0.0507 101 70-130 MTBE <0.00100 0.0500 0.0479 96 75-125 n-Butylbenzene <0.00100 0.0500 0.0473 95 75-125 Sec-Butylbenzene <0.00100 0.0500 0.0547 109 75-125 tert-Butylbenzene <0.00100 0.0500 0.0524 105 75-125 Carbon Tetrachloride <0.00100 0.0500 0.0548 110 62-125 Chlorobenzene I <0.00100 0.0500 0.0505 101 60-133 Chloroethane I <0.00200 0.0500 0.0518 104 70-130 Chloroform I <0.00100 0.0500 0.0496 99 74-125 Chloromethane I <0.00200 0.0500 0.0464 93 70-130 u 2-Chlorotoluene I <0.00100 0.0500 0.0514 103 73-125 4-Chlorotoluene <0.00100 0.0500 0.0521 104 74-125 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0524 105 75-125 Dibromochloromethane <0.00100 0.0500 0.0530 106 73-125 u 1,2-Dibromo-3-Chloropropane <0.00224 0.0500 0.0447 89 59-125 ^` Dibromomethane <0.00100 0.0500 0.0498 l00 69-127 1,2-Dichlorobenzene <0.00100 0.0500 0.0501 100 75-125 1,3-Dichlorobenzene I <0.00100 0.0500 0.0518 104 75-125 1,4-Dichlorobenzene jl <0.00100 0.0500 0.0516 103 75-125 Dichlorodifluoromethane I <0.00100 0.0500 0.0482 96 70-130 1,1-Dichloroethane I <0.00100 0.0500 0.0521 104 72-125 1,2-Dichloroethane I <0.00100 0.0500 0.0479 96 68-127 1,1-Dichloroethene I <0.00100 0.0500 0.0496 99 59-172 (cis-1,2-Dichloroethene I <0.00100 0.0500 0.0511 102 75-125 (trans-1,2-dichloroethene I <0.00100 0.0500 0.0502 100 75-125 1,2-Dichloropropane <0.00100 0.0500 0.0535 107 74-125 1,3-Dichloropropane <0.00100 0.0500 0.0498 100 75-125 2,2-Dichloropropane <0.00100 0.0500 00523 105 75-125 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 33 of 48 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502822 Project ID: Lab Batch #: 962570 Sample: 688988-1-BKS Matrix: Water Date Analyzed: 02/24/2015 Date Prepared: 02/24/2015 Analyst: JBU Reporting Units: mg/L Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [cl [D] 1,1-Dichloropropene I <0.00100 0.0500 0.0514 103 75-125 cis-1,3-Dichloropropene I <0.00100 0.0500 0.0524 105 74-125 trans-1,3-dichloropropene <0.00100 0.0500 0.0518 104 66-125 Ethylbenzene <0.00100 0.0500 0.0524 105 75-125 Hexachlorobutadiene <0.00100 0.0500 0.0500 100 75-125 isopropylbenzene <0.00100 0.0500 0.0539 108 75-125 Methylene Chloride I <0.00500 0.0500 0.0506 101 75-125 Naphthalene <0.00200 0.0500 0.0481 96 75-125 n-Propylbenzene I <0.00100 0.0500 0.0538 108 75-125 Styrene <0.00100 0.0500 0.0536 107 75-125 I1,1,1,2-Tetrachloroethane <0.00100 0.0500 0.0528 106 72-125 I1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0490 98 74-125 Tetrachloroethylene <0.00200 0.0500 0.0520 104 71-125 Toluene I <0.00100 0.0500 0.0522 104 59-139 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0478 96 75-137 I1,2,4-Trichlorobenzene I <0.00100 0.0500 0.0475 95 75-135 1,1,1-Trichloroethane <0.00100 0.0500 0.0521 104 75-125 1,1,2-Trichloroethane <0.00100 0.0500 00507 101 75-127 Trichloroethene <0.00100 0.0500 0.0518 104 62-137 Trichlorofluoromethane <0.00100 0.0500 0.0547 I09 67-125 1,2,3-Trichloropropane <0.000822 0.0500 0.0492 98 75-125 1,2,4-Trimethylbenzene <0.00100 0.0500 0.0508 102 75-125 1,3,5-trimethylbenzene <0.00100 0.0500 0.0539 108 70-125 o-Xylene I <0.00100 0.0500 0.0532 106 75-125 m,p-Xylenes <0.00200 0.100 0.104 104 75-125 Vinyl Chloride I <0.000400 0.0500 0.0490 98 75-125 Blank Spike Recovery [D] = 100•[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 34 of 48 Final 1.000 BS / BSD Recoveries Project Name: 823.029 Work Order #: 502822 Project ID: --- Analyst: SOZ Date Prepared: 02/27/2015 Date Analyzed: 02/27/2015 Lab Batch ID: 962863 Sample: 689182-1-BKS Batch #: 1 Matrix: Water Units: mg/L BLANK /BLANK SPIKE / BLANK SPIKE DUPLICATE RECOVERY STUDY TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Relative Percent Difference RPD = 200'1(C-F)/(C+F)l Blank Spike Recovery [D] = 100"(C)/[B] Blank Spike Duplicate Recovery [G] = 100"(F)/[E] All results are based on MDL and Validated for QC Purposes Blank Spike Blank Blank Spike Blank Blk. Spk Control Control Sample Result Added Spike Spike Added Spike Dup. RPD Limits Limits Flag [A] Result %R Duplicate %R % %R %RPD [B] [C] [D] [E] Result[Fl [G] <0.606 100 76.3 76 100 83.9 84 9 70-135 25 <0.848 100 103 103 100 101 101 2 70-135 25 Page 35 of 48 Final 1.000 Form 3 - MS Recoveries 00 Project Name: 823.029 Work Order #: 502822 Lab Batch #: 962863 Date Analyzed: 02/27/2015 QC- Sample ID: 502822-001 S Reporting Units: mg/L TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Matrix Spike Percent Recovery [D] = 100*(C-A)/B Relative Percent Difference [E] = 200*(C-AY(C+B) All Results are based on MDL and Validated for QC Purposes BRL - Below Reporting Limit Project ID: --- Date Prepared: 02/27/2015 Analyst: SOZ Batch #: 1 Matrix: Ground Water MATRIX / MATRIX SPIKE RECOVERY STUDY Parent I Spiked Sample Control Sample Spike Result %R Limits Flag Result Added I [C] [D] %R [A] [B] 1 1 <0.565 93.3 78.4 I 84 70-135 2.19 93.3 80.0 83 70-135 Page 36 of 48 Final 1.000 Work Order # : 502822 Lab Batch ID: 962464 Date Analyzed: 02/23/2015 Reporting Units: mg/L VOAs by SW 8260B Ana lytes Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane MTBE n-Butylbenzene Sec-Butylbenzene tert-Butyl benzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-CNorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) Dibromochloromethane 1,2-D ibromo-3-Chloropropane Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: --- QC- Sample ID: 502628-001 S Batch #: 1 Matrix: Water Date Prepared: 02/23/2015 Analyst: JBU MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY Parent Spiked Sample Spiked Duplicate Spiked Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Result Added [C] %R Added Result [F] %R % %R [A] [B] [D] JE] [GI <0.00100 0.0500 0.0478 96 0.0500 0.0446 89 7 66-142 <0.00100 0.0500 0.0479 96 0.0500 0.0450 90 6 75-125 <0.00100 0,0500 0.0490 98 0.0500 0.0508 102 4 73-125 <0.00100 0.0500 0.0493 99 0.0500 0,00670 13 152 75-125 <0.00100 0.0500 0.0486 97 0.0500 0.0174 35 95 75-125 <0.00100 0.0500 0.0555 ill 0.0500 0.0115 23 131 70-130 <0.00100 0.0500 0.0478 96 0.0500 0.0500 100 4 75-125 <0.00100 0.0500 0.0418 84 0.0500 0.0369 74 12 75-125 <0.00100 0.0500 0.0516 103 0.0500 0.0433 87 17 75-125 <0.00100 0.0500 0.0501 100 0.0500 0.0404 81 21 75-125 <0.00100 0.0500 0.0502 100 0.0500 0.0449 90 11 62-125 <0.00100 0.0500 0.0472 94 0.0500 0.0440 88 7 60-133 <0.00200 0.0500 0.0563 113 0.0500 0.0471 94 18 70-130 <0.00100 0.0500 0.0500 100 0.0500 0.0341 68 38 74-125 <0.00200 0.0500 0.0539 108 0.0500 0.0387 77 33 70-130 <0.00100 0.0500 00474 95 0.0500 0.0421 84 12 73-125 <0.00100 0.0500 0.0484 97 0.0500 0.0436 87 10 74-125 <0.00100 0.0500 0,0501 100 0.0500 00404 81 21 75-125 <0.00100 0.0500 0.0491 98 0.0500 0,00620 12 155 73-125 <0.00224 0.0500 0.0448 90 0.0500 0.00453 9 163 59-125 <0.00100 0.0500 0.0493 97 0.0500 0.0575 115 17 69-127 <0.00100 0.0500 0.0472 94 0.0500 0.0465 93 1 75-125 <0.00100 0.0500 0.0465 93 0.0500 0.0438 88 6 75-125 Matrix Spike Percent Recovery [D] = 100+(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200'1(C-Fy(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Control Limits %RPD 21 20 20 20 20 20 20 20 20 20 20 21 20 20 20 20 20 20 20 28 23 20 20 Flag XF XF XF X FI XF F F XF XF Page 37 of 48 Final 1.000 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502822 Project ID: --- Lab Batch ID: 962464 QC- Sample ID: 502628-001 S Batch #: 1 Matrix: Water Date Analyzed: 02/23/2015 Date Prepared: 02/23/2015 Analyst: JBU Reporting Units: V� /L by SW 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD Analytes [Al [B] [D] [E] [G] 1,4-Dichlorobenzene <0.00100 0.0500 00470 94 0.0500 0.0447 89 5 75-125 20 Dichlorodifluoromethane <0.00100 0.0500 0.0530 106 0.0500 0.0461 92 14 70-130 23 1,1-Dichloroethane <0.00100 0.0500 00536 107 00500 0.0481 96 11 72-125 20 1,2-Dichloroethane 10.00100 10.0500 0.0511 102 0.0500 0.0544 109 6 68-127 20 1,1-Dichloroethene <0.00100 00513 103 0.0500 0.0826 165 47 59-172 22 cis-1,2-Dichloroethene 1 10.0500 I <0.00100 0.0500 0.0521 104 0.0500 0.0471 94 10 75-125 20 trans-1,2-dichloroethene I <0.00100 0.0500 0.0516 103 0.0500 0.0448 90 14 75-125 20 1,2-Dichloropropane <0.00100 0.0500 0.0489 98 0.0500 0.0499 100 2 74-125 20 1,3-Dichloropropane <0.00100 0.0500 0.0483 97 0.0500 0.0571 114 17 75-125 20 2,2-Dichloropropane <0.00100 0.0500 0.0308 62 0.0500 0.0426 85 32 75-125 20 1,1-Dichloropropene <0.00100 0.0500 0.0517 103 0.0500 0.0464 93 11 75-125 20 cis- 1,3-Dichloropropene <0.00100 0.0500 0.0409 82 0.0500 0.0110 22 115 74-125 20 trans-1,3-dichloropropene <0.00100 10.0500 0.0408 82 0.0500 0.0229 46 56 66-125 20 Ethylbenzene <0.00100 10.0500 0.0491 98 0.0500 0.0443 89 10 75-125 20 Hexachlorobutadiene <0.00100 10.0500 0.0453 91 0.0500 0.0384 77 16 75-125 20 tsopropylbenzene <0.00100 0.0500 0.0507 101 0.0500 0.0449 90 12 75-125 20 Methylene Chloride <0.00500 0.0500 00530 106 0.0500 0.0482 96 9 75-125 35 Naphthalene <0.00200 10.0500 0.0386 77 0.0500 0.0653 131 51 75-125 20 n-Propylbenzene <0.00100 0.0500 0.0500 100 0.0500 0.0431 86 15 75-125 20 Styrene <0.00100 0.0500 0.0497 99 0.0500 0.0477 95 4 75-125 51 1, 1, 1,2-Tetrachloroethane <0.00100 10.0500 00494 99 0.0500 0.00927 19 137 72-125 20 1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0432 86 0.0500 <0.00100 0 200 74-125 31 Tetrachloroethylene <0.00200 0.0500 0.0463 93 0.0500 0.0421 84 10 71-125 20 Toluene <0.00100 0.0500 0.0480 96 0.0500 0.0447 89 7 59-139 21 Matrix Spike Percent Recovery [D] = 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD - 200.1(C-F)I(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present ur Blank, NR - Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked Flag 15 XF XF XF XF XF XF Page 38 of 48 Final 1.000 Work Order # : 502822 Lab Batch ID: 962464 Date Analyzed: 02/23/2015 Reporting Units: V6'As by SW 8260B Analytes 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,1,1-Trichloroethene 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-trimethylbenzene o-Xylene m,p-Xylenes Vinyl Chloride Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: --- QC- Sample ID: 502628-001 S Batch #: 1 Matrix: Water Date Prepared: 02/23/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. Result Added [Cl %R Added Result [F] %R [a] [Bl [D] [E] [Gl <0.00100 0.0500 0.0386 77 0.0500 00486 97 <0.00100 0.0500 0.0374 75 0.0500 0.0438 88 <0.00100 0.0500 0.0504 101 0.0500 0.0446 89 <0.00100 0.0500 0.0490 98 0.0500 <0.00100 0 <0.00100 0.0500 0.0522 104 0.0500 0.111 222 <0.00100 0.0500 0.0582 116 0.0500 0.0484 97 <0 000822 0.0500 0.0480 96 0.0500 0.0117 23 <0.00100 0.0500 0.0478 96 0.0500 0.0413 83 <0.00100 0.0500 0.0508 102 0.0500 0.0435 87 <0.00100 0.0500 0.0503 101 0.0500 0.0456 91 <0.00200 0.100 0.0981 98 0.100 0.0882 88 <0.000400 0.0500 0.0550 110 0.0500 0.0459 92 Matrix Spike Percent Recovery [D] = 100*(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100*(F-A)/E Relative Percent Difference RPD = 200*1(C-FY(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. V] Control Control RPD Limits Limits Flag % %R %RPD 23 75-137 20 F 16 75-135 20 12 75-125 20 200 75-127 20 XF 72 62-137 24 XF 18 I 67-125 20 122 75-125 20 XF 15 75-125 20 15 70-125 20 10 75-125 20 11 75-125 20 18 75-125 20 Page 39 of 48 Final 1.000 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502822 Project ID: --- Lab Batch ID: 962570 QC- Sample ID: 502822-004 S Batch #: 1 Matrix: Ground Water Date Analyzed: 02/24/2015 Date Prepared: 02/24/2015 Analyst: JBU Reporting Units: mg/L MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY VOAs by SW S260B Parent Spiked Sample Spiked Duplicate Spiked Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Result Added [C] %R Added Result IF] %R % %R Analytes [A] [B] [D] [E] [G] Benzene <0.00100 0.0500 0,0457 91 0.0500 0.0454 91 1 66-142 Bromobenzene <0.00100 0.0500 0.0473 95 0.0500 0.0464 93 2 75-125 Bromochloromethane <0.00100 0.0500 0.0443 89 0.0500 0.0442 88 0 73-125 Bromodichloromethane <0.00100 0.0500 0.0473 95 0.0500 0.0471 94 0 75-125 Bromoform <0.00100 0.0500 0.0449 90 0.0500 0.0449 90 0 75-125 Bromomethane <0.00100 0.0500 0.0444 89 0.0500 0.0458 92 3 70-130 MTBE <0.00100 0.0500 0.0396 79 0.0500 0.0413 83 4 75-125 n-Butylbenzene <0.00100 0.0500 0.0368 74 0.0500 0.0323 65 13 75-125 Sec-Butylbenzene <0.00100 0.0500 0.0502 100 0.0500 0.0506 101 1 75-125 tert-Butyl benzene <0.00100 0.0500 0,0486 97 0.0500 0.0491 98 1 1 75-125 Carbon Tetrachloride <0.00100 0.0500 0.0491 98 0.0500 0.0501 100 2 62-125 Chlorobenzene <0.00100 0.0500 0.0471 94 0.0500 0.0466 93 1 60-133 Chloroethane <0.00200 0.0500 0.0459 92 00500 00467 93 2 70-130 Chloroform <0.00100 0.0500 0.0450 90 0,0500 0.0444 89 1 74-125 Chloromethane <0.00200 0.0500 0.0418 84 0.0500 0.0423 85 1 70-130 2-Chlorotoluene <0.00100 0.0500 0.0480 96 0.0500 0.0476 95 1 73-125 4-Chlorotoluene <0.00100 0.0500 0.0475 95 0.0500 0.0477 95 0 74-125 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0486 97 0.0500 0.0491 98 1 75-125 Dibromochloromethane <0.00100 0.0500 0.0467 93 0.0500 0.0475 95 2 73-125 1,2-Dibromo-3-Chloropropane <0.00224 0.0500 0.0391 78 0.0500 0.0397 79 2 59-125 Dibromomethane <0.00100 0.0500 0.0448 90 0.0500 0.0448 90 0 69-127 1,2-Dichlorobenzene <0.00100 0.0500 0.0464 93 0.0500 0.0466 93 0 75-125 1,3-Dichlorobenzene <0.00100 0.0500 00477 95 0.0500 0.0480 96 1 75-125 Matrix Spike Percent Recovery [D] = 100*(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100*(F-A)/E Relative Percent Difference RPD = 200*1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 tunes the amount spiked. Control Limits %RPD 21 20 20 20 20 20 20 20 20 20 20 21 20 20 20 20 20 20 20 28 23 20 20 Flag X Page 40 of 48 Final 1.000 Work Order # : 502822 Lab Batch ID: 962570 Date Analyzed: 02/24/2015 Reporting Units: VOAs by SW 8260B Analytes 1,4-Dichlorobenzene Dichlorodifluoromethane 1,1-Dichloroethane 1,2-Dichloroethane ],1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-dichloroethene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane l,l-Dichloropropene cis-1,3-Dichloropropene trans-1,3-dichloropropene Ethylbenzene Hexachlorobutadiene isopropylbenzene Methylene Chloride Naphthalene n-Propylbenzene Styrene 1, 1, 1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tctrachloroethylene Toluene Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: --- QC- Sample ID: 502822-004 S Batch #: 1 Matrix: Ground Water Date Prepared: 02/24/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. Result Added [C] %R Added Result [F] %R [A] [Bl [D] JEl [G] <0.00100 0.0500 0.0469 94 0.0500 0.0476 95 <0.00100 0.0500 0.0452 90 0.0500 0.0441 88 10.00100 10.0500 0.0477 95 0.0500 0.0472 94 10.00100 10.0500 I 0.0432 86 0.0500 0.0430 86 <0.00100 0.0500 0.0454 91 0.0500 0.0460 92 <0.00100 0.0500 0.0478 96 0.0500 0.0470 94 <0.00100 0.0500 0.0453 91 0.0500 0.0464 93 <0.00100 0.0500 0.0470 94 0.0500 0.0467 93 <0.00100 0.0500 0.0447 89 0.0500 0.0448 90 <0.00100 0.0500 0.0475 95 0.0500 0.0483 97 <0.00100 0.0500 0.0464 93 0.0500 0.0461 92 <0.00100 0.0500 0.0460 92 0.0500 0.0462 92 <0.00100 10.0500 0.0458 92 0.0500 0.0462 92 <0.00100 0.0500 0.0486 97 0.0500 0.0481 96 <0.00100 0.0500 0.0463 93 0.0500 0.0469 94 <0.00100 0.0500 0.0500 100 0.0500 0.0508 102 <0.00500 0.0500 0.0420 84 0.0500 0.0417 83 <0.00200 10.0500 0.0357 71 0.0500 0.0387 77 <0.00100 0.0500 00505 101 0.0500 0.0501 100 <0.00100 0.0500 0.0481 96 0,0500 0.0475 95 <0.00100 0.0500 0.0479 96 0.0500 0.0488 98 <0.00100 0,0500 0.0443 89 0.0500 0.0443 89 <0.00200 0.0500 0.0485 97 0.0500 0.0483 97 <0.00100 10.0500 0.0478 96 0,0500 00474 95 Matrix Spike Percent Recovery [D] = 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100•(F-A)/E Relative Percent Difference RPD = 200'1(C-Fy(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. RPD 10 Control Control Limits Limits Flag %R %RPD 1 75-125 20 2 70-130 23 1 72-125 20 0 68-127 20 1 59-172 22 2 75-125 20 2 75-125 20 1 74-125 20 0 75-125 20 2 75-125 20 1 75-125 20 0 74-125 20 1 66-125 20 1 75-125 20 1 75-125 20 2 75-125 20 1 75-125 35 l 8 75-125 20 X 1 75-125 20 l 1 75-125 51 2 72-125 20 0 74-125 31 0 71-125 20 1 59-139 21 Page 41 of 48 Final 1.000 Work Order # : 502822 Lab Batch ID: 962570 Date Analyzed: 02/24/2015 keporting Units: V&As by SW 8260B Analytes 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1, 1, 1 -Trichloroethane 1,1,2-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-trimethylbenzene o-Xylene m,p-Xylenes Vinyl Chloride Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: --- QC- Sample ID: 502822-004 S Batch #: 1 Matrix: Ground Water Date Prepared: 02/24/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. RPD Result Added ]C] %R Added Result [F] %R % [A] IB] [D] [L] [G] <0.00100 0.0500 0.0351 70 0.0500 00337 67 4 <0.00100 0.0500 0.0367 73 0.0500 0.0330 66 11 <0.00100 0.0500 0.0481 96 0.0500 0.0482 96 0 <0.00100 0.0500 0.0453 91 0.0500 0.0456 91 1 <0.00100 0.0500 0.0472 94 0.0500 0.0465 93 1 <0.00100 0.0500 0.0491 98 0.0500 0.0486 97 1 <0.000822 00500 0.0433 87 0.0500 0.0438 88 1 <0.00100 0.0500 0.0444 89 0.0500 0.0418 84 6 <0.00100 0.0500 0.0500 100 0.0500 0.0500 100 0 <0.00100 0.0500 0.0489 98 0.0500 0.0490 98 0 <0.00200 0.100 0.0970 97 0.100 0.0983 98 1 <0.000400 0.0500 0.0455 91 0.0500 0.0442 88 3 Matrix Spike Percent Recovery [D] = 100+(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100•(F-A)/E Relative Percent Difference RPD - 200'1(C-FN(C+F)i ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quanlitation Limit, NC = Non Calculable - Sample amount is > 4 tithes the amount spiked. V1 Control Control Limits Limits %R %RPD 75-137 20 75-135 20 75-125 20 75-127 20 62-137 24 67-125 20 75-125 20 75-125 20 70-125 20 75-125 20 75-125 20 75-125 20 Flag X X Page 42 of 48 Final 1.000 Attachment A Laboratory Data Package Cover Page Project Name: 823.029 Laboratory Number: 502822 This Data package consists of : Laboratory Batch No(s) 688988, 689182, 688920 This signature page, the laboratory review checklist, and the following reportable data: [XI R1 Field chain -of -custody documentation; R2 Sample identification cross-reference; R3 Test reports (analytical data sheets) for each environmental sample that includes: a) Items consistent with NELAC 5 b) dilution factors, c) preparation methods, d) cleanup methods, and e) if required for the project, tentatively identified compounds (TICs). �X R4 Surrogate Recovery data including: a) Calculated recovery (%R), and b) The laboratory's surrogate QC limits. ❑X R5 Test reports/summary forms for blank samples; R6 Test reports/summary forms for laboratory control samples (LCSs) including: a) LCS spiking amounts, b) Calculated %R for each analyte, and c) The laboratory's LCS QC limits. ❑X R7 Test reports for project matrix spike/matrix spike duplicates (MS/MSDs) including: a) Samples associated with the MS/MSD clearly identified, b) MS/MSD spiking amounts, c) Concentration of each MS/MSD analyte measured in the parent and spiked samples, d) Calculated %Rs and relative percent differences (RPDs) and e) The laboratory's MS/MSD QC limits ❑X R8 Laboratory anaytical duplicate (if applicable) recovery and precision: a) the amount of analyte measured in the duplicate, b) the calculated RPD, and c) the laboratory's QC limits for analytical duplicates. 0 R9 List of method quantitation limits (MQLs) and delectability check sample results for each analyte for each method and matrix; ❑X R10 Other problems or anomalies. 0 Exception Report for every "No" or "Not Reviewed (NR)" item in Laboratory Review Checklist and for each analyte, matrix, and method for which the laboratory does not hold NELAC accreditation under the Texas Laboratory Accreditation Program. Release Statement: I am responsible for the release of this laboratory data package. This laboratory is NELAC accredited under the Texas Laboratory Accreditation Program for all the methods, analytes, and matrices reported in this data package except as noted in the Exception Reports. The data have been reviewed and are technically compliant with the requirements of the methods used, except where noted by the laboratory in the Exception reports. By my signature below, I affirm to the best of my knowledge all problems/anomalies, observed by the laboratory have been identified in the Laboratory Review Checklist, and no information affecting the quality of the data has been knowingly withheld. Check, if applicable: [ ] This laboratory meets an exception under 30 TAC 25.6 and was last inspection by [ ] TCEQ or [ ] on (enter date of last inspection). Any findings affecting the data in this laboratory data package are noted in the Exception Reports herein. The oflical signing the cover page of the report in which these data are used is responsible for releasing this data package and is by signature affirming the above release statement is true. Monica Tobar n Db 0 Project Manager 03-MAR-15 Name (Printed) Signature Official Title (printed) Date Al Page 43 of 48 Final 1.000 Attachment A (cont'd) : Laboratory Review Checklist: Reportable Data Laboratory Name: XENCO LABORATORIES LRC Date : 03-MAR-15 Project Name: 823.029 Laboratory Job Number: 502822 Reviewer Name: MOT Batch Number(s) : 688988, 689182, 688920 #t AzlDescription RI OI liChain-of-Custody (COC) Did samples meet the laboratory's standard conditions of sample acceptability upon receipt? Were all departures from standard conditions described in an exception report? R2 OIIsample and Quality Control (QC) Identification JAre all field sample ID numbers cross-referenced to the laboratory ID numbers? IAre all laboratory ID numbers cross-referenced to the corresponding QC data? R3 OI Kest Reports (Were all samples prepared and analyzed within holding times? Other than those results <MQL, were all other raw values bracketed by calibration standards? Were calculations checked by a peer or supervisor? Were all analyte identifications checked by a peer or supervisor? (Were sample detection limits reported for all analytes not detected? Were all results for soil and sediment samples reported on a dry weight basis? Were % moisture (or solids) reported for all soil and sediment samples? (Were bulk soil/solid samples for volatile analysis extracted with methanol per SW846 Method 5035? If required for the project, were TICS reported? R4 O urrogate Recovery Data Were surrogates added prior to extraction? Were surrogate percent recoveries in all samples within the laboratory QC limits? R5 OI Test Reports/Summary Forms for Blank Samples Were appropriate type(s) of blanks analyzed? Were blanks analyzed at the appropriate frequency ? Were method blanks taken through the entire analytical procedure, including preparation and, if applicable, cleanup procedures? Were Blank Concentrations <MQL? R6 OI 1boratory Control Samples (LCS): Were all COCs included in the LCS? IWas each LCS taken through the entire analytical procedure, including prep and cleanup steps? Were LCSs analyzed at the required frequency? Were LCS (and LCSD, if applicable) %Rs within the laboratory QC limits? Does the detectability check sample data document the laboratory's capability to detect the COCs at the MDL used to calculate the SDLs? Was the LCSD RPD within the QC limits? R7 OI IMatrix Spike (MS) and Matrix Spike Duplicate (MSD) data Were the project/method specified analytes included in the MS and MSD? Were MS/MSD analyzed at the appropriate frequency? Were MS (and MSD, if applicable) %Rs within the laboratory QC limits? Were MS/MSD RPDs within the laboratory QC limits? R8 OI (Analytical Duplicate Data Were appropriate analytical duplicates analyzed for each matrix? (Were analytical duplicates analyzed at the appropriate frequency? (Were RPDs or relative standard deviations within the laboratory QC limits? R9 OI �Method Quantitation Limits (MQLs) Are the MQLs for each method analyte included in the laboratory data package? Do the MQLs correspond to the concentration of the lowest non -zero calibration standard? Are unadjusted MQLs and DCSs included in the laboratory data package? R10 OI Other Problems/Anomalies Are all known problems/anomalies/special conditions noted in this LRC and ER? Is the laboratory NELAC-accredited under the Texas Laboratory Accreditation Program for the analytes, matrices and methods associated with this laboratory data package? Was applicable and available technology used to lower the SDL to minimize the matrix interference effects on the sample results? Yes No NA; NR a ER# 5 X X X X X X 1 X 11 X X X X X X X X A2 Page 44 of 48 Final 1.000 Attachment A (cont'd) : Laboratory Review Checklist: Reportable Data Laboratory Name: XENCO LABORATORIES LRC Date: 03-MAR-15 Project Name: 823.029 Laboratory Job Number: 502822 Reviewer Name: MOT Batch Number(s) : 688988, 689182, 688920 #t A z DescriP tion Yes No NA 3 NR 4 ER# 5 S1 OI" �Initial Calibration (ICAL) � �I Were response factors and/or relative response factors for each analyte within QC limits? X Were percent RSDs or correlation coefficient criteria met? X IWas the number of standards recommended in the method used for all analytes? X Were all points generated between the lowest and the highest standard used to calculate the curve? X Are ICAL data available for all instruments used? X Has the initial calibration curve been verified using an appropriate second source standard? X S2 OI �nitial and Continuing Calibration Verification (ICCV and CCV) and continuing calibration blank low, Was the CCV analyzed at the method -required frequency? X Were percent differences for each analyte within the method -required QC limits? X Was the ICAL curve verified for each analyte? X Was the absolute value of the analyte concentration in the inorganic CCB <MDL? X S3 0 Nass Spectral Tuning VWas the appropriate compound for the method used for tuning? X Were ion abundance data within the method -required QC limits? X S4 0 Internal Standard (IS) I Were IS area counts and retention times within the method -required QC limits? X S5 01 Raw Data (NELAC 5.5.10) Lual ere the raw data (for example, chromatograms, spectral data) reviewed by an analyst? ere data associated with manual integrations flagged on the raw data? S6 O Column Confirmation Did dual column confirmation results meet the method -required QC? S7 0 [Tentatively Identified Compounds (TICs) If TICs were requested, were the mass spectra and TIC data subject to appropriate checks? S8 I [Interference Check Sample (ICS) Results Were percent recoveries within method QC limits? S9 I Serial Dilutions, Post Digestions Spikes, and Method of Standard Additions Were percent differences, recoveries, and the linearity within the QC limits specified in the method? S 10 OI Method Detection Limit (MDL) Studies Was a MDL study performed for each reported analyte? Is the MDL either adjusted or supported by the analysis of DCSs? Sl 1 OI Proficiency Test Reports Was the laboratory's performance acceptable on the applicable proficiency tests or evaluation studies? S12 OI ;Standards Documentation Are all standards used in the analyses NIST-traceable or obtained from other appropriate sources? S13 OI Compound/Analyte Identification Procedures Are the procedures for compound/analyte identification documented? S14 OI Demonstration of Analyst Competency (DOC) Was DOC conducted consistent with NELAC Chapter 5? Is documentation of the analyst's competency up-to-date and on file? S15 OI VerificationNalidation Documentation for Methods (NELAC Chapter 5) Are all methods used to generate the data documented, verified, and validated, where applicable? S16 OI �,aboratory Standard Operating Procedures (SOPS) Are laboratory SOPS current and on file for each method performed? 1. Items identified by the letter "R" must be included in the laboratory data package submitted to the TCEQ-required report(s). Items identified by the letter "S" should be retained and made available upon request for the appropriate retention period. 2. 0 = organic analyses; I = inorganic analyses (and general chemistry, when applicable). 3. NA = Not applicable; 4. NR = Not reviewed; 5. ER# = Exception Report Identification number (an Exception Report should be completed for an item if "NR" or "No" is checked). A3 Page 45 of 48 Final 1.000 Attachment A (cont'd): Laboratory Review Checklist: Exception Reports Laboratory Name: XENCO LABORATORIES Project Name: 823.029 Reviewer Name: MOT ER# i DESCRIPTION LRC Date: 03-MAR-15 Laboratory Job Number: 502822 Batch Number(s) : 688988, 689182, 688920 1 SW8260B Batch 962464, Surrogate Dibromofluoromethane recovered below QC limits. Matrix interferences is suspected; data confirmed by re -analysis Samples in the analytical batch are: 502628-001 SD. Surrogate 1,2-Dichloroethane-D4 recovered above QC limits. Matrix interferences is suspected; data confirmed by re -analysis Samples in the analytical batch are: 502628-001 SD. 2 SW8260B Batch 962570, A Lab Sample ID 502822-004 was randomly selected for Matrix Spike/Matrix Spike Duplicate (MS/MSD). Naphthalene recovered below QC limits in the Matrix Spike. 1,2,3-Trichlorobenzene, 1,2,4-Trichlorobenzene, n-Butylbenzene recovered below QC limits in the Matrix Spike and Matrix Spike Duplicate. Outlier/s are due to possible matrix interference. Samples in the analytical batch are: 502822- 004. The Laboratory Control Sample for Naphthalene, n-Butylbenzene , 1,2,4-Trichlorobenzene, 1,2,3-Tnchlorobenzene is within laboratory Control Limits, therefore the data was accepted. SW8260B Batch 962464, Lab Sample ID 502628-001 was randomly selected for Matrix Spike/Matrix Spike Duplicate (MS/MSD). 2,2-Dichloropropane recovered below QC limits in the Matrix Spike. 1, 1, 1,2-Tetrachloroethane, 1,1,2,2-Tetrachloroethane, 1,1,2-Trichloroethane, 1,2,3-Trichloropropane, 1,2-Dibromo-3-Chloropropane, Bromodichloromethane, Bromoform, Bromomethane, Chloroform, Dibromochloromethane, cis-1,3-Dichloropropene, trans-1,3-dichloropropene recovered below QC limits in the Matrix Spike Duplicate. Naphthalene, Trichloroethene recovered above QC limits in the Matrix Spike Duplicate. Outlier/s are due to possible matrix interference. Samples in the analytical batch are: 502628-001, -002, -003, -004, -005, -006. The Laboratory Control Sample for Bromodichloromethane, 1,2,3-Trichloropropane, 2,2-Dichloropropane, Chloroform, Trichloroethylene, cis-1,3- Dichloropropene, trans-1,3-dichloropropene, 1,1,2,2-Tetrachloroethane, 1, 1 -Dichloroethene, 1, 1, 1,2-Tetrachloroethane, Dibromochloromethane, 1,1,2- Trichloroethane, 1,2-Dibromo-3-Chloropropane, Bromoform is within laboratory Control Limits, therefore the data was accepted. SW8260B Batch 962464, 1,1,1,2-Tetrachloroethane, 1,1,2,2-Tetrachloroethane, 1,1,2-Trichloroethane, 1,1-Dichloroethene, 1,2,3-Trichlorobenzene, 1,2,3- Trichloropropane, 1,2-Dibromo-3-Chloropropane, 2,2-Dichloropropane, Bromodichloromethane, Bromoform, Chloroform, Chloromethane, Dibromochloromethane, Naphthalene, Trichloroethylene, cis-1,3-Dichloropropene, p-Cymene (p-Isopropyltoluene), tert-Butylbenzene, trans-1,3- dichloropropene RPD between matrix spike and duplicate was outside QC limits. Samples in the analytical batch are: 502628-001, -002, -003, -004, -005, -006 1 ER# = Exception Report identification number (an Exception Report should be completed for an item if "NR" or "No is checked on the LRC). A4 Page 46 of 48 Final 1.000 TI m 0 0 0 X?%N CO ORIES Setting the Standard since 1990 SteMord,Taxas (211-240-4200) Deltas, Tetra (214•902-0300) Service Cents - San Antonio, Texas (210-NO.3334) CHAIN OF CUSTODY N' Z Page _ Of Odessa, Texas (432-563-1 ON) Norcross, Georgia (770.449.880(l) www.xerlco.cart IX.nco Quota r IXx J b r Analytical information p/Client / Reporting lMomuttlon Proled NOW I stion jCom N� ELiil�r%/M��L ckdfArL Project WmaMum r. Company A �yJI�HNIFliiL Pro)W location: Email: �kY C4,� / No: Invoke To: UtWfE An t.*Emf'+.C�1— k "X0"— C 4,7 —M, eaVSr IV1 Project Contact: a+ PROKIS&`i PO Number: Q Is.m°""'a None: R -- w No. Field ID / Point o1 Collection Sample Depth 0eti time M.W. tx x as z$ 3 z s z 1 513-15 z11/3' .-zo 60 G X 2 58-13L -- t✓44r►�Uzo 60 C 1t 3 10-2Z — r**r is X 4 S1323 — �.arte=va �,, 6 X 15 6 I7 B 9 10 fTurnamr.W nma ( Sumgm a day.) DoW DelWer" tMornuam ■ 9ams Day TAT 1 X TAT Level M Bid dal OC Level IV (Full Data Ptg haw e) lkrxl Day EMERGENCY 7' ❑�T Day TAT I Level 10 SW OC+ Forms �f TRRP Level IV 2 Day EMERGENCY Contract TAT I Level 3 (CLP Forms) O UST / RG -411 3 Day EMERGENCY I A TRRP CtteOltllat Noble: 4RG Temp Device: XDA As Read:_C (-0•9) Corrected: 2.4 C Lakeland, Florida (863446.8526) Tamps, Florida (813-620-2000) Matrix Codes A. Air S . SofVStld/Solld GW .Ground WOW DW ■ Drinking Water P ■ Product SW . Su Lace water St. = Sludge WWA Waste Wow W a Wlps 0.041 WW. Waste Water Field Comments � t V r TAT Starts Day received by Lab, It received by 3:00 pm L FED-EX / UPS: TrackingSAMPLECUSTODY UeT eEUYEIITEn LOW EACH THE SAMPLE6 CNAIr I NG COURIER DE FAY n RaNrlgUr / pl / Y �S�J trle Received Re Deft hre:.! ► & 2 had By: Ra by: DataontoZ,• DsYkhs:A•1 ( ved By: a �- tlqulsMd by: balo Time: vad laftay esel / PrsservW applicable On ice Cooler Tamp. Thermo. Con, Factor 3 6 Ij—l1 Notia. Signature of the downwre and mli,puWawt of samples omsdrutaa a valid pwchaw order hom item oorro" to XENCO Laboratories wW ,te aXAi0m. subcorvrwAon .nd awtgm XENCO'a w rd farms and mrdivorn of aarvica cent p—a W y nag,oti.ted WxW a twy oxeaAad Cnam ="Cl. XENCO Laboratories Prelogin/Nonconformance Report- Sample Log -In Client: W&M Environmental -Ft. Worth Acceptable Temperature Range: 0 - 6 degC Date/ Time Received: 02/20/2015 06:32:00 PM Air and Metal samples Acceptable Range: Ambient Work Order#: 502822 Temperature Measuring device used : XDA Sample Receipt Checklist Comments #1 *Temperature of cooler(s)? 2.4 #2 *Shipping container in good condition? Yes #3 *Samples received on ice? Yes #4 *Custody Seals intact on shipping container/ cooler? No #5 Custody Seals intact on sample bottles? No #6 *Custody Seals Signed and dated? No #7 *Chain of Custody present? Yes #8 Sample instructions complete on Chain of Custody? Yes #9 Any missing/extra samples? No #10 Chain of Custody signed when relinquished/ received? Yes #11 Chain of Custody agrees with sample label(s)? Yes #12 Container label(s) legible and intact? Yes #13 Sample matrix/ properties agree with Chain of Custody? Yes #14 Samples in proper container/ bottle? Yes #15 Samples properly preserved? Yes #16 Sample container(s) intact? Yes #17 Sufficient sample amount for indicated test(s)? Yes #18 All samples received within hold time? Yes #19 Subcontract of sample(s)? No #20 VOC samples have zero headspace (less than 1/4 inch bubble)? Yes #21 <2 for all samples preserved with HNO3,HCL, H2SO4? Except for Yes samples for the analysis of HEM or HEM-SGT which are verified by the analysts. #22 >10 for all samples preserved with NaAs02+NaOH, ZnAc+NaOH? N/A * Must be completed for after-hours delivery of samples prior to placing in the refrigerator Analyst: Checklist completed by: Checklist reviewed by: PH Device/Lot#: Date: 02/23/2015 Khoi Le (1�n ')bCh Date:02/24/2015 Monica Tobar Page 48 of 48 Final 1.000 Analytical Report 502823 for W&M Environmental -Ft. Worth Project Manager: Paul Rodusky 823.029 02-MAR-15 Collected By: Client XGNCO Laboratories 9701 Harry Hines Blvd, Dallas, TX 75220 Xenco-Houston (EPA Lab code: TX00122): Texas (T104704215-14-18), Arizona (AZ0765), Florida (E871002), Louisiana (03054) New Jersey (TX007), North Carolina(681), Oklahoma (9218), Pennsylvania (68-03610) Xenco-Atlanta (EPA Lab Code: GA00046): Florida (E87429), North Carolina (483), South Carolina (98015), Kentucky (85), DoD ( L10-135) Texas (T104704477), Louisiana (04176), USDA (P330-07-00105) Xenco-Lakeland: Florida (E84098) Xenco-Odessa (EPA Lab code: TX00158): Texas (T104704400-TX) Xenco-Dallas (EPA Lab code: TX01468): Texas (T104704295-TX) Xenco Phoenix (EPA Lab Code: AZ00901): Arizona(AZ0757) Xenco-Phoenix Mobile (EPA Lab code: AZ00901): Arizona (AZM757) Xenco Tucson (EPA Lab code:AZ000989): Arizona (AZ0758) Page 1 of 60 Final 1.000 Table of Contents Cover Page Cover Letter Sample ID Cross Reference Certificate of Analysis (Detailed Report) Holding Time Report Explanation of Qualifiers (Flags) Analytical Log Surrogate Recoveries —QC Blank Spike Recoveries Matrix Spike - Matrix Spike Duplicate Recoveries Method Duplicate TNRCC check list report Chain of Custody Sample Receipt Conformance Report 1 3 4 5 31 34 35 39 42 47 54 55 59 60 Page 2 of 60 Final 1.000 02-MAR-15 Project Manager: Paul Rodusky W&M Environmental -Ft. Worth 6825 Mahattan Blvd Ste 125 Fort Worth, TX 76120 Reference: XENCO Report No(s): 502823 823.029 Project Address: Fort Worth Paul Rodusky : We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number(s) 502823. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. The uncertainty of measurement associated with the results of analysis reported is available upon request. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 502823 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. Monica Tobar Project Manager Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - Odessa - San Antonio - Tampa - Lakeland - Atlanta - Phoenix - Oklahoma - Latin America Page 3 of 60 Final 1.000 Sample Cross Reference 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id Matrix Date Collected Sample Depth Lab Sample Id SB-22 (2.5-5) S 02-19-15 09:55 2.5 - 5 ft 502823-001 SB-23 (7-10) S 02-19-15 11:35 7 - 10 ft 502823-002 SB-24 (5-8) S 02-19-15 13:00 5 - 8 ft 502823-003 SB-25 (3-5) S 02-19-15 14:00 3 - 5 ft 502823-004 SB-26 (15-16) S 02-19-15 15:15 15 - 16 ft 502823-005 SB-27 (12-14) S 02-20-15 09:50 12 - 14 ft 502823-006 SB-28 (12-16) S 02-20-15 11:20 12 - 16 ft 502823-007 Page 4 of 60 Final 1.000 Sample Id: SB-22 (2.5-5) Lab Sample Id: 502823-001 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 962667 Parameter C6-C12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.19.15 09.55 % Moist: 11.72 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Number Result MQL PHC612 <10.2 56.5 PHCG1028 <10.2 56.5 PHCG2835 <7.29 56.5 PHC635 <7.29 % Recovery 102 98 le—X _Z__° Sample Depth: 2.5 - 5 ft Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 10.2 mWkg 02.26.15 03:00 U 1 10.2 mg(kg 02.26.15 03:00 U 1 7.29 mg/kg 02 26.15 03:00 U 1 7.29 mWkg 02.26.15 03:00 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 5 of 60 Final 1.000 Sample Id: SB-22 (2.5-5) Lab Sample Id: 502823-001 Analytical Method: VOAs by SW 8260B Analyst: JBU Seq Number: 962665 Parameter Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane MTBE tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chloropropane Dibromochloromethane Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifluoromethane 1,2-Dichloroethane 1,1-Dichloroethane trans-1,2-dichloroethene cis-1,2-Dichloroethene 1, 1 -Dichloroethene 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene 1, 1 -Dichloropropene cis- 1,3 -Dichloropropene Ethylbenzene Hexachlorobutadiene isopropylbenzene Methylene Chloride Naphthalene n-Propylbenzene Styrene Certificate of Analytical Results PJU 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Sample Depth: 2.5 - 5 ft Date Collected: 02.19.15 09.55 Date Received: 02.20.15 18.32 Prep Method: 5030B % Moist: 11.72 Tech: JBU Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Number Resu Result MQL SDL Units Date Flag 71-43-2 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 108-86-1 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 UXF 1 74-97-5 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 UXF 1 75-27-4 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 75-25-2 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 74-83-9 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 1634-04A <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 UXF 1 98-06-6 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 135-98-8 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 104-51-8 <0.00113 0.00566 0.00113 mg/kg 02.25.1515.26 UXF 1 56-23-5 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 108-90-7 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 75-00-3 <0.00227 0.0113 0.00227 mg/kg 02.25.15 15:26 U 1 67-66-3 0.00120 0.00566 0.00113 mg/kg 02.25.15 15:26 J 1 74-87-3 <0.00227 0.0113 0.00227 mg/kg 02.25.15 15:26 U 1 95-49-8 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 106-43A <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 99-87-6 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 96-12-8 <0.000993 0.00566 0.000993 mg/kg 02.25.15 15:26 U 1 124-48-1 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 74-95-3 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 95-50-1 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 541-73-1 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 106-46-7 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 75-71-8 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 107-06-2 <0.00113 0.00566 000113 mg/kg 02.25.15 1526 U 1 75-34-3 <0.00113 0.00566 0.00113 mg/kg 02,25.15 15 26 U 1 156-60-5 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 156-59-2 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 75-35-4 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 594-20-7 <0.00113 0.00566 000113 mg/kg 02.25.15 15:26 U 1 142-28-9 <0.00113 0.00566 000113 mg/kg 02.25.15 15:26 U 1 78-87-5 <0.00113 0,00566 0.00113 mg/kg 02,25.1515.26 U 1 10061-02-6 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 563-58-6 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 10061-01-5 <0.00113 0.00566 0,00113 mg/kg 02.25.15 15:26 U 1 100-41-4 <0.00113 0.00566 0,00113 mg/kg 02.25.15 15:26 U 1 87-68-3 <0.00113 0.00566 000113 mg/kg 02.25.15 15:26 U 1 98-82-8 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 75-09-2 <0.00680 0.0113 0.00680 mg/kg 02.25.15 15:26 U 1 91-20-3 0.0114 0.0113 0.00227 mg/kg 02.25.151526 X 1 103-65-1 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 100-42-5 <0.00113 0.00566 0.00113 mg/kg 02.25.15 15:26 U 1 Page 6 of 60 Final 1.000 • Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-22 (2.5-5) Matrix: Soil Sample Depth: 2.5 - 5 ft Lab Sample Id: 502823-001 Date Collected: 02.19.15 09.55 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU %Moist: 11.72 Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 Tetrachloroethylene 127-18-4 <0.00227 0.00566 0.00227 mg/kg 02.25.1515:26 U 1 Toluene 108-88-3 0.00113 0.00566 0.00113 mg/kg 02.251515:26 J 1 1,2,4-Trichlorobenzene 120-82-1 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 UX 1 1,2,3-Trichlorobenzene 87-61-6 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 UX 1 1, 1,2-Trichl oroethane 79-00-5 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 1, 1, 1 -Trichl oroethane 71-55-6 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 Trichloroethene 79-01-6 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U I Trichlorofluoromethane 75-69-4 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 1,2,3-Trichloropropane 96-18-4 <0.000205 0.00566 0.000205 mg/kg 02.25.1515:26 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 Vinyl Chloride 75-01-4 <0.000453 0.00227 0.000453 mg/kg 02.25.15 15:26 U 1 o-Xylene 95-47-6 <0.00113 0.00566 0.00113 mg/kg 02.25.1515:26 U 1 m,p-Xylenes 179601-23-1 <0.00227 0.0113 0.00227 mg/kg 02.25.1515:26 U I Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 113 65 - 135 % 1,2-Dichloroethane-D4 126 73 - 131 % Toluene-D8 113 78 - 138 % 4-Bromofluorobenzene 137 81 - 135 % ** Page 7 of 60 Final 1.000 Sample Id: SB-23 (7-10) Lab Sample Id: 502823-002 Analytical Method: TPH by Texasl005 Analyst: SOZ Seq Number: 962667 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.19.15 11.35 % Moist: 11.94 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Number Result MQL PHC612 <10.2 56.5 PHCG1028 <10.2 56.5 PHCG2835 <7.29 56.5 PHC635 <7.29 % Recovery 85 82 Sample Depth: 7 - 10 ft Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 10.2 mg/kg 02.26.15 03:57 U 1 10.2 mg/kg 02.26.15 03:57 U 1 7.29 mg/kg 02.26.15 03:57 U 1 7.29 mg/kg 02.26.15 03:57 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 8 of 60 Final 1.000 Sample Id: SB-23 (7-10) Lab Sample Id: 502823-002 Analytical Method: VOAs by SW 8260B Analyst: JBU Seq Number: 962665 Parameter Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane MTBE tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Di bromo-3-Ch l oropropane Dibromochloromethane Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifluoromethane 1,2-Dichloroethane 1,1-Dichloroethane trans-1,2-dichloroethene cis-1,2-Dichloroethee 1,1-Dichloroethee 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene ],I-Dichloropropene cis-1,3-Dichloropropene Etylbenzene Hexachlorobutadiene isopropylbenzene Methylene Chloride Naphthalene n-Propylbenzene S tyrene Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Sample Depth: 7 - 10 ft Date Collected: 02.19.15 11.35 Date Received: 02.20.15 18.32 Prep Method: 5030B % Moist: 11.94 Tech: JBU Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Number Result MQL SDL Units Date Flag 71-43-2 0.00132 0.00522 0.00104 mg/kg 02.25.15 15:40 1 1 108-86-1 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 74-97-5 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 75-27-4 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 75-25-2 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 74-83-9 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 1634-04-4 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 98-06-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 135-98-8 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 104-51-8 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 56-23-5 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 108-90-7 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 75-00-3 <0.00209 0.0104 0.00209 mg/kg 02.25.15 15:40 U 1 67-66-3 0.00110 0.00522 0.00104 mg/kg 02.25.15 15:40 J 1 74-87-3 <0.00209 0.0104 0.00209 mg/kg 02.25.15 15:40 U 1 95-49-8 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 106-43-4 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 99-87-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 96-12-8 <0.000915 0.00522 0.000915 mg/kg 02.25.15 15:40 U 1 124-48-1 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 74-95-3 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15 40 U 1 95-50-1 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 541-73-1 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 106-46-7 <0.00104 0,00522 0.00104 mg/kg 02.25.15 15:40 U 1 75-71-8 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 107-06-2 <0.00104 0.00522 0.00104 mg/kg 02.25.1515.40 U 1 75-34-3 <0.00104 0.00522 0.00104 mg/kg 02.25.1515'40 U 1 156-60-5 <0.00104 0.00522 0.00104 mg/kg 02.25,15 15:40 U 1 156-59-2 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 75-35-4 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 594-20-7 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 142-28-9 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15 40 U 1 78-87-5 <0.00104 0.00522 0.00104 mg/kg 02.25.1515.40 U 1 10061-02-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 563-58-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 10061-01-5 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 100-41-4 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U I 87-68-3 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 98-82-8 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 75-09-2 <0.00626 0.0104 0.00626 mg/kg 02.25.15 15:40 U 1 91-20-3 0.00330 0.0104 0.00209 mg/kg 02.25.15 15:40 1 1 103-65-1 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 100-42-5 <0.00104 0.00522 0,00104 mg/kg 02.25.15 15:40 U 1 Page 9 of 60 Final 1.000 Certificate of Analytical Results Pl LO 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-23 (7-10) Matrix: Soil Sample Depth: 7 - 10 ft Lab Sample Id: 502823-002 Date Collected: 02,19.15 11.35 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 11.94 Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15A0 U 1 Tetrachloroethylene 127-18-4 <0.00209 0.00522 0.00209 mg/kg 02.25.15 15:40 U I Toluene 108-88-3 0.00191 0.00522 0.00104 mg/kg 02.25.15 15:40 J 1 1,2,4-Trichlorobenzene 120-82-1 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U I 1,2,3-Trichlorobenzene 87-61-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 1,1,2-Trichloroethane 79-00-5 <0.00104 0.00522 0.00104 mg/kg 02,25.15 15:40 U 1 1, 1, 1 -Tri chl oroethane 71-55-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 Trichloroethene 79-01-6 <0.00104 0.00522 0.00104 mg/kg 02,25.151540 U 1 Trichlorofluoromethane 75-69-4 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U I 1,2,3-Trichloropropane 96-18-4 <0.000189 0.00522 0.000189 mg/kg 02.25.15 15:40 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00104 0.00522 0.00104 mg/kg 02.25.1515A0 U 1 Vinyl Chloride 75-01-4 <0.000417 0.00209 0.000417 mg/kg 02.25.15 15:40 U 1 o-Xylene 95-47-6 <0.00104 0.00522 0.00104 mg/kg 02.25.15 15:40 U 1 m,p-Xylenes 179601-23-1 <0.00209 0.0104 0.00209 mg/kg 02.25.15 15:40 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 65 - 135 % 1,2-Dichloroethane-D4 119 73 - 131 % Toluene-D8 105 78 - 138 % 4-Bromofluorobenzene 114 81 - 135 % Page 10 of 60 Final 1.000 Sample Id: SB-24 (5-8) Lab Sample Id: 502823-003 Analytical Method: TPH by Texas 1005 Analyst: SOZ Seq Number: 962667 Parameter C6-C 12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.19.15 13.00 % Moist: 15.33 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Number Result MQL PHC612 <10.6 58.9 PHCG1028 <10.6 58.9 PHCG2835 <7.60 58.9 PHC635 <7.60 % Recovery 75 78 Sample Depth: 5 - 8 ft Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 10.6 mg/kg 02.26.15 04:16 U 1 10.6 mg/kg 02.26.15 04:16 U 1 7.60 mg/kg 02.26.15 04:16 U 1 7.60 mglkg 0226.15 04:16 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 11 of 60 Final 1.000 Sample Id: SB-24 (5-8) Lab Sample Id: 502823-003 Analytical Method: VOAs by SW 8260B Analyst: JBU Seq Number: 962712 Parameter Benzene Bromobenzene Bromochloromethane Bromod ihloromethane Bromoform Bromomethane MTBE tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chloropropane Dibromochloromethane Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorod i fluoromethane 1,2-Dichloroethane 1, 1 -Dichloroethane trans-1,2-dichloroethene cis-1,2-Dichloroethene 1,1-Dichloroethene 2,2-Dichloropropene 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene 1,1-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene isopropylbenzene Methylene Chloride Naphthalene n-Propylbenzene Styrene Certificate of Analytical Results nu 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Sample Depth: 5 - 8 ft Date Collected: 02.19.15 13.00 Date Received: 02.20.15 18.32 Prep Method: 5030B % Moist: 15.33 Tech: JBU Date Prep: 02.26.15 11.00 Prep seq: 689096 CAS A rs Dil Factor Number Result MQL SDL Units Date Flag 71-43-2 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 108-86-1 <0 00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 74-97-5 <0 00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 75-27-4 <0 00115 000574 0.00115 mg/kg 02.26.15 15:13 U 1 75-25-2 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 74-83-9 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 1634-04-4 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 98-06-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 135-98-8 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 104-51-8 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 UXF 1 56-23-5 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 108-90-7 <0.00115 0.00574 0,00115 mg/kg 02.26.15 15:13 U 1 75-00-3 <0.00230 0.0115 0,00230 mg/kg 02.26.15 15:13 U 1 67-66-3 0.00132 0.00574 0.00115 mg/kg 02.26.15 15:13 J 1 74-87-3 <0.00230 0.0115 0.00230 mg/kg 02.26.15 15:13 U 1 95-49-8 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 106-43-4 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 99-87-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 96-12-8 <0.00101 0.00574 0,00101 mg/kg 02.26.15 15:13 UX 1 124-48-1 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 74-95-3 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 95-50-1 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 541-73-1 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 106-46-7 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 75-71-8 <0 00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 107-06-2 <0 00115 000574 0.00115 mg/kg 02.26.15 15:13 U 1 75-34-3 <0 00115 000574 0.00115 mg/kg 02.26.15 15:13 U 1 156-60-5 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 156-59-2 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 75-35-4 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 594-20-7 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 142-28-9 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 78-87-5 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 10061-02-6 <0.00115 0,00574 0.00115 mg/kg 02.26.15 15:13 U 1 563-58-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 10061-01-5 <0 00115 000574 0.00115 mg/kg 02.26.15 15:13 U 1 100-41-4 <0 00115 000574 0.00115 mg/kg 02.26.15 15:13 U 1 87-68-3 <0.00115 000574 0.00115 mg/kg 02.26.15 15:13 UX 1 98-82-8 <0.00115 000574 0.00115 mg/kg 02,26.15 15:13 U 1 75-09-2 <0.00689 0.0115 0.00689 mg/kg 02.26.15 15:13 U 1 91-20-3 <0.00230 0.0115 0.00230 mg/kg 02.26.15 15:13 U 1 103-65-1 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 100-42-5 <0.00115 0.00574 0.00115 mg/kg 02.26.1515:13 U 1 Page 12 of 60 Final 1.000 Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-24 (5-8) Matrix: Soil Sample Depth: 5 - 8 ft Lab Sample Id: 502823-003 Date Collected: 02.19.15 13.00 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 15.33 Tech: JBU Seq Number: 962712 Date Prep: 02.26.15 11.00 Prep seq: 689096 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 Tetrachloroethylene 127-18-4 <0.00230 0.00574 0.00230 mg/kg 02.26.15 15:13 U 1 Toluene 108-88-3 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00115 000574 0.00115 mg/kg 02.26.15 15:13 UX 1 1,2,3-Trichlorobenzene 87-61-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 UX 1 1,1,2-Trichloroethane 79-00-5 <0 00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 1,1,]-Trichloroethane 71-55-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U I Trichloroethene 79-Ot-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U I Trichlorofluoromethane 75-694 <0.00115 0.00574 0.00115 mg/kg 02.26.1515:13 U 1 1,2,3-Trichloropropane 96-18-4 <0.000208 0.00574 0.000208 mg/kg 02.261515:13 U I 1,2,4-Trimethylbenzene 95-63-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15:13 U 1 Vinyl Chloride 75-01-4 <0.000460 0.00230 0.000460 mg/kg 02.26.15 15:13 U 1 o-Xylene 95-47-6 <0.00115 0.00574 0.00115 mg/kg 02.26.15 15: 13 U I m,p-Xylenes 179601-23-1 <0.00230 0.0115 0.00230 mg/kg 02.26.15 15 : 13 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 98 65 - 135 % 1,2-Dichloroethane-D4 118 73 - 131 % Toluene-D8 115 78 - 138 % 4-Bromofluorobenzene 128 81 - 135 % Page 13 of 60 Final 1.000 Sample Id: SB-25 (3-5) Lab Sample Id: 502823-004 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 962667 Parameter C&C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.19.15 14.00 % Moist: 18.08 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Number Result MQL PHC612 <10.9 60.8 PHCG1028 <10.9 60.8 PHCG2835 <7.84 60.8 PHC635 <7.84 % Recovery 84 78 V LA. rAu *wn Sample Depth: 3 - 5 ft Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 10.9 mglkg 02.26.15 04:36 U 1 10.9 mg(kg 02.26.15 04:36 U 1 7.84 mglkg 02.26.15 04:36 U 1 7.84 mgtkg 02.26.15 04:36 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 14 of 60 Final 1.000 • Certificate of Analytical Results r�u 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-25 (3-5) Matrix: Soil Sample Depth: 3 - 5 ft Lab Sample Id: 502823-004 Date Collected: 02.19.15 14.00 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 18.08 Tech: JBU Sect Number: 962712 Date Prep: 02.26.15 11.00 Prep seq: 689096 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00110 0.00551 0,00110 mg/kg 02.26.15 15:26 U 1 Bromobenzene 108-86-1 <0.001to 0.00551 0.00110 mg/kg 02.26.15 15:26 U I Bromochloromethane 74-97-5 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Bromodichloromethane 75-27-4 <0.00110 0.00551 0.00110 mg/kg 02.261515:26 U 1 Bromoform 75-25-2 <0.00110 0.00551 0.00110 mg/kg 02.26.1515:26 U 1 Bromomethane 74-83-9 <0.00I10 0.00551 0.00110 mg/kg 02.26.1515:26 U 1 MTBE 1634-04-4 <0.00110 0.00551 0.00110 mg/kg 02.26. 15 15:26 U I tert-Butylbenzene 98-06-6 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Sec-Butylbenzene 135-98-8 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 n-Butylbenzene 104-51-8 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Carbon Tetrachloride 56-23-5 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Chlorobenzene 108-90-7 <0.00I10 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Chloroethane 75-00-3 <0.00220 0.0110 0.00220 mg/kg 02,26.1515:26 U 1 Chloroform 67-66-3 <0.00110 0.00551 0.00110 mg/kg 02.26.1515:26 U 1 Chloromethane 74-87-3 <0.00220 0.0110 0.00220 mg/kg 02.26.15 15:26 U 1 2-Chlorotoluene 95-49-8 <0.00I10 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 4-Chlorotoluene 106-43-4 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00110 0.00551 0.00110 mg/kg 02.26 15 15:26 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000966 0.00551 0.000966 mg/kg 02.26.15 15:26 U 1 Dibromochloromethane 124-48-1 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Dibromomethane 74-95-3 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,2-Dichlorobenzene 95-50-1 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U I 1,3-Dichlorobenzene 541-73-1 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,4-Dichlorobenzene 106-46-7 <0.00110 0.00551 0.00110 mg/kg 02.26.1515:26 U 1 Dichlorodifluoromethane 75-71-8 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,2-Dichloroethane 107-06-2 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,1-Dichloroethane 75-34-3 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 trans-1,2-dichloroethene 156-60-5 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 cis-1,2-Dichloroethene 156-59-2 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,1-Dichloroethene 75-35-4 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 2,2-Dichloropropane 594-20-7 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,3-Dichloropropane 142-28-9 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,2-Dichloropropane 78-87-5 <0.00I10 0.00551 0,00110 mg/kg 02.26.15 15:26 U I trans-1,3-dichloropropene 10061-02-6 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1, 1 -Dichloropropene 563-58-6 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Ethylbenzene 100-41-4 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Hexachlorobutadiene 87-68-3 <0.00I10 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 isopropylbenzene 98-82-8 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U l Methylene Chloride 75-09-2 <0.00661 0,0110 0.00661 mg/kg 02.26.15 15:26 U 1 Naphthalene 91-20-3 <0.00220 0.0110 0.00220 mg/kg 02.26.15 15:26 U I n-Propylbenzene 103-65-1 <0.00I10 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Styrene 100-42-5 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Page 15 of 60 Final 1.000 • Certificate of Analytical Results 502823"`" W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-25 (3-5) Matrix: Soil Sample Depth: 3 - 5 ft Lab Sample Id: 502823-004 Date Collected: 02.19.15 14.00 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 18.08 Tech: JBU Seq Number: 962712 Date Prep: 02.26.15 11.00 Prep seq: 689096 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00110 0.00551 0.00110 mg/kg 0226.1515:26 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U I Tetrachloroethylene 127-18-4 <0.00220 0.00551 0.00220 mg/kg 02.26.15 15:26 U 1 Toluene 108-88-3 <0.00110 0.00551 0.00110 mg/kg 02,26.1515:26 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00110 0.00551 0.00110 mg/kg 02.26.1515:26 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,1,2-Trichloroethane 79-00-5 <0.00I10 0.00551 0.00110 mg/kg 02.261515:26 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00I10 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Trichloroethene 79-01-6 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 Trichlorofluoromethane 75-69-4 <0.00110 0.00551 0.00110 mg/kg 02.26.15 15:26 U 1 1,2,3-Trichloropropane 96-18-4 <0.000199 0.00551 0.000199 mg/kg 02.261515:26 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00110 0.00551 0.00110 mg/kg 02.26.1515:26 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00110 0,00551 0.00110 mg/kg 02.26.1515:26 U 1 Vinyl Chloride 75-01-4 <0.000441 0.00220 0.000441 mg/kg 02.26.15 15:26 U 1 o-Xylene 95-47-6 <0.00110 0.00551 0.00110 mg/kg 02.261515:26 U 1 m,p-Xylenes 179601-23-1 <0.00220 0.0110 0.00220 mg/kg 02.26.15 15:26 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 108 65 - 135 % 1,2-Dichloroethane-D4 115 73 - 131 % Toluene-D8 113 78 - 138 % 4-Bromofluorobenzene 123 81 - 135 % Page 16 of 60 Final 1.000 Sample Id: SB-26 (15-16) Lab Sample Id: 502823-005 Analytical Method: TPH by Texas1005 Analyst: Soz Seq Number: 962667 Parameter C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons C28-05 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.19.15 15.15 % Moist: 15.33 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Number Result MQL PHC612 <10.6 58.6 PHCG1028 <10.6 58.6 PHCG2835 <7.56 58.6 PHC635 <7.56 % Recovery 119 103 Sample Depth: 15 - 1611 Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: soz Analysis Dil Factor SDL Units Date Flag 10.6 mg/kg 02.26.15 04:55 U 1 10.6 mg/kg 02.26.15 04:55 U 1 7.56 mg/kg 02.26.15 04:55 U 1 7.56 mg/kg 02.26.15 04:55 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 17 of 60 Final 1.000 Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-26 (15-16) Matrix: Soil Sample Depth: 15 - 16 ft Lab Sample Id: 502823-005 Date Collected: 02.19.15 15.15 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 15.33 Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prepseq: 689025 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00111 0.00556 0.00111 mg/kg 02.25,1518:53 U I Bromobenzene 108-86-1 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U I Bromochloromethane 74-97-5 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 Bromodichloromethane 75-27-4 <0.00111 0.00556 0,00111 mg/kg 0225.1518:53 U 1 Bromoform 75-25-2 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 Bromomethane 74-83-9 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U I MTBE 1634-04-4 <0.00111 0.00556 0,00111 mg/kg 0225.1518:53 U 1 tert-Butylbenzene 98-06-6 <0.00111 0,00556 0.00111 mg/kg 02.25.15 18:53 U I Sec-Butylbenzene 135-98-8 <0.00I 11 0.00556 0.00111 mg/kg 02.25.15 18 53 U 1 n-Butylbenzene 104-51-8 <0.00111 0.00556 0.0011I mg/kg 02.25.15 18:53 U 1 Carbon Tetrachloride 56-23-5 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 Chlorobenzene 108-90-7 <0.00111 0.00556 0.00111 mg/kg 02.25.1518.53 U I Chloroethane 75-00-3 <0.00222 0.0111 0.00222 mg/kg 02.25.15 18:53 U 1 Chloroform 67-66-3 0.00118 0.00556 0.00111 mg/kg 02.25.15 18:53 J 1 Chloromethane 74-87-3 <0.00222 0.0111 0.00222 mg/kg 02.25.15 18:53 U 1 2-Chlorotoluene 95-49-8 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 4-Chlorotoluene 106-43-4 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18 53 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.0011 1 0.00556 0.00111 mg/kg 02.25.15 18:53 U I 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000975 0.00556 0.000975 mg/kg 02.25.15 18:53 U I Dibromochloromethane 124-48-1 <0.00111 0,00556 0,00111 mg/kg 02.25.15 18:53 U 1 Dibromomethane 74-95-3 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 1,2-Dichlorobenzene 95-50-1 <0.00111 0,00556 0.00111 mg/kg 02.25.1518:53 U I 1,3-Dichlorobenzene 541-73-1 <0.00111 0.00556 0.00111 mg/kg 0225.15 M53 U 1 1,4-Dichlorobenzene 106-46-7 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 Dichlorodifluoromethane 75-71-8 <0.00111 0,00556 0.001II mg/kg 0225.1518:53 U 1 1,2-Dichloroethane 107-06-2 <0.00111 0.00556 0.00111 mg/kg 0225.15 18:53 U 1 1,1-Dichloroethane 75-34-3 <0.00111 0,00556 0.00111 mg/kg 02.25.15 18:53 U I trans-1,2-dichloroethene 156-60-5 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U I cis- 1,2-Dichloroethene 156-59-2 <0.00111 0.00556 0.00111 mg/kg 02.25.1518.53 U 1 1, 1 -Dichloroethene 75-35-4 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 2,2-Dichloropropane 594-20-7 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 1,3-Dichloropropane 142-28-9 <0.00111 0,00556 0.00111 mg/kg 0225.15 18:53 U 1 1,2-Dichloropropane 78-87-5 <0.00111 0,00556 0.00111 mg/kg 02.25.15 18:53 U I trans- l,3-dichloropropene 10061-02-6 <0.00I11 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 l,l-Dichloropropene 563-58-6 <0.00111 0.00556 0.00111 mg/kg 02.25.1518.53 U I cis-1,3-Dichloropropene 10061-01-5 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U I Ethylbenzene 100-41-4 <0.00111 0.00556 0,00111 mg/kg 02.25.15 18:53 U 1 Hexachlorobutadiene 87-68-3 <0.00I11 0.00556 0.00111 mg/kg 02.25.1518.53 U 1 isopropyl benzene 98-82-8 <0.00111 0.00556 0,00111 mg/kg 02.25.15 18:53 U I Methylene Chloride 75-09-2 <0.00667 0.0111 0.00667 mg/kg 02.25.15 18:53 U 1 Naphthalene 91-20-3 <0.00222 0.0111 0.00222 mg/kg 02.25.15 18:53 U I n-Propylbenzene 103-65-1 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 Styrene 100-42-5 <0.001 11 0.00556 0.00111 mg/kg 02.25.15 18 53 U 1 Page 18 of 60 Final 1.000 Certificate of Analytical Results PJLA 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-26 (15-16) Matrix: Soil Sample Depth: 15 - 16 fR Lab Sample Id: 502823-005 Date Collected: 02.19.15 15.15 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 15.33 Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1,1,1,2-Tetrachloroethane 630-20-6 <0.00111 0.00556 000111 mg/kg 02.25.15 18:53 U I 1,1,2,2-Tetrachloroethane 79-34-5 <0.00I11 0.00556 0.00111 mg/kg 02.25.15 18:53 U l Tetrachloroethylene 127-18-4 <0.00222 0.00556 000222 mg/kg 02.25.15 18:53 U 1 Toluene 108-88-3 <0.00111 0.00556 0.00111 mg/kg 0225.1518:53 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 1,1,2-Trichloroethane 79-00-5 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 1, 1,1 -Trichloroethane 71-55-6 <0.00111 000556 0.00111 mg/kg 02.25.15 18:53 U 1 Trichloroethene 79-01-6 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 Trichlorofluoromethane 75-69-4 <0.00111 000556 0.00111 mg/kg 0225.15 18:53 U 1 1,2,3-Trichloropropane 96-18-4 <0.000201 0.00556 0.000201 mg/kg 02.25.15 18:53 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00111 0.00556 0.00111 mg/kg 02,25.1518:53 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00111 0.00556 0.00111 mg/kg 02.25.15 18:53 U 1 Vinyl Chloride 75-01-4 <0.000445 0.00222 0.000445 mg/kg 02.25.15 18:53 U 1 o-Xylene 95-47-6 <0.0011 l 0.00556 000111 mg/kg 02.25.15 18:53 U 1 m,p-Xylenes 179601-23-1 <0.00222 0.0111 0.00222 mg/kg 02.25.15 18:53 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 112 65 - 135 % 1,2-Dichloroethane-D4 112 73 - 131 % Toluene-D8 100 78 - 138 % 4-Bromofluorobenzene 108 81 - 135 % Page 19 of 60 Final 1.000 Certificate of Analytical Results ru J 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-27 (12-14) Matrix: Soil Sample Depth: 12 - 14 ft Lab Sample Id: 502823-006 Date Collected: 02.20.15 09.50 Date Received: 02.20.15 18.32 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: SOZ %Moist: 5.95 Tech: SOZ Seq Number: 962667 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <9.48 52.7 9.48 mg/kg 02.26.15 05:14 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <9A8 52.7 9.48 mg/kg 02.26.15 05:14 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <6.80 52.7 6.80 mg/kg 02.26.15 05:14 U 1 Total TPH 1005 PHC635 <6.80 6.80 mg/kg 02.26.15 05:14 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 106 70 - 130 % 1-Chlorooctane 97 70 - 130 % Page 20 of 60 Final 1.000 • Certificate of Analytical Results L's 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-27 (12-14) Matrix: Soil Sample Depth: 12 - 14 ft Lab Sample Id: 502823-006 Date Collected: 02.20.15 09.50 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 5.95 Tech: JBU Seq Number: 962665 Date Prep: 02.25.I5 09.30 Prep seq: 689025 CAS Analysis Dill Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00107 0.00535 0.00107 mg/kg 02.25.1519.06 U 1 Bromobenzene 108-86-1 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Bromochloromethane 74-97-5 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U I Bromodichloromethane 75-27-4 <0.00107 0.00535 0.00107 mg/kg 02.25.1519.06 U 1 Bromoform 75-25-2 <0.00107 0.00535 0.00107 mg/kg 0225.1519:06 U 1 Bromomethane 74-83-9 <0.00107 0.00535 0,00107 mg/kg 02.25.15 19:06 U I MTBE 1634-04-4 <0.00107 0.00535 0.00107 mg/kg 02.25.1519.06 U 1 tert-Butylbenzene 98-06-6 <0.00107 0.00535 0.00107 mg/kg 0225.1519:06 U 1 Sec-Butylbenzene 135-98-8 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 n-Butytbenzene 104-51-8 0.00155 0.00535 0.00107 mg/kg 02.25.15 19:06 J 1 Carbon Tetrachloride 56-23-5 <0.00107 0.00535 0.00107 mg/kg 0225.15 19:06 U 1 Chlorobenzene 108-90-7 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Chloroethane 75-00-3 <0.00214 0.0107 0.00214 mg/kg 02.25.15 19:06 U I Chloroform 67-66-3 0.00119 0.00535 0.00107 mg/kg 0225.1519:06 J 1 Chloromethane 74-87-3 <0.00214 0.0107 0.00214 mg/kg 02.25.15 19:06 U 1 2-Chlorotoluene 9549-8 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U I 4-Chlorotoluene 106-43-4 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000938 0.00535 0.000938 mg/kg 02.25.15 19:06 U 1 Dibromochloromethane 124-48-1 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Dibromomethane 74-95-3 <0.00107 0.00535 0.00107 mg/kg 0225.1519:06 U 1 1,2-Dichlorobenzene 95-50-1 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U I 1,3-Dichlorobenzene 541-73-1 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U I 1,4-Dichlorobenzene 106-46-7 <0.00107 0.00535 0.00107 mg/kg 02.25.1519.06 U 1 Dichlorodifluoromethane 75-71-8 <0.00107 0.00535 0.00107 mg/kg 0225.1519:06 U 1 1,2-Dichloroethane 107-06-2 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 1,1-Dichloroethane 75-34-3 <0.00107 0.00535 0.00107 mg/kg 02.25.1519.06 U I trans-1,2-dichloroethene 156-60-5 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 cis-1,2-Dichloroethene 156-59-2 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 1,1-Dichloroethene 75-35-4 <0.00107 0.00535 0,00107 mg/kg 02.25.15 19:06 U 1 2,2-Dichloropropane 594-20-7 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 1,3-Dichloropropane 142-28-9 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19 06 U 1 1,2-Dichloropropane 78-87-5 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00107 0.00535 0.00107 mg/kg 0225.15 19:06 U 1 1,1-Dichloropropene 563-58-6 <0.00107 0,00535 0.00107 mg/kg 02.25.15 19:06 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Ethylbenzene 100-41-4 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Hexachlorobutadiene 87-68-3 <0.00107 0,00535 0.00107 mg/kg 02.25.15 19:06 U 1 isopropylbenzene 98-82-8 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Methylene Chloride 75-09-2 <0.00642 0.0107 0.00642 mg/kg 02.25.15 19:06 U 1 Naphthalene 91-20-3 <0.00214 0.0107 0.00214 mg/kg 02.25.15 19:06 U I n-Propylbenzene 103-65-1 <0.00107 0.00535 0.00107 mg/kg 0225.1519:06 U 1 Styrene 100-42-5 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19 06 U 1 Page 21 of 60 Final 1.000 Certificate of Analytical Results J r�u 502823 ---� W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-27 (12-14) Matrix: Soil Sample Depth: 12 - 14 ft Lab Sample Id: 502823-006 Date Collected: 02.20.15 09.50 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 5.95 Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1,1,1,2-Tetrachloroethane 630-20-6 <0.00107 0.00535 0.00107 mg/kg 02.25.1519:06 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Tetrachloroethylene 127-18-4 <0.00214 0.00535 0.00214 mg/kg 02.25.15 19:06 U 1 Toluene 108-88-3 0.00113 0.00535 0,00107 mg/kg 02.25.15 19:06 J 1 1,2,4-Trichlorobenzene 120-82-1 <0.00107 0.00535 0.00107 mg/kg 02.25.1519:06 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 1,1,2-Trichlorcedme 79-00-5 <0.00107 0,00535 0.00107 mg/kg 02.25.15 19:06 U 1 1,1,1-Trichloroethane 71-55-6 <0.00107 0.00535 0.00107 mg/kg 02.25.1519:06 U 1 Trichloroethene 79-01-6 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 Trichlorofluoromethane 75-69-4 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 1,2,3-Trichloropropane 96-18-4 <0.000194 0.00535 0.000194 mg/kg 02.25.15 19:06 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00107 0.00535 0.00107 mg/kg 02,25.15 19:06 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00107 0.00535 0,00107 mg/kg 02.25.15 19:06 U 1 Vinyl Chloride 75-01-4 <0.000428 0.00214 0.000428 mg/kg 02.25.15 19:06 U 1 o-Xylene 95-47-6 <0.00107 0.00535 0.00107 mg/kg 02.25.15 19:06 U 1 m,p-Xylenes 179601-23-1 <0.00214 0.0107 0.00214 mg/kg 02.25.15 19:06 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 112 65 - 135 % 1,2-Dichloroethane-D4 114 73 - 131 % Toluene-D8 101 78 - 138 % 4-Bromofluorobenzene 113 81 - 135 % Page 22 of 60 Final 1.000 Sample Id: SB-28 (12-16) Lab Sample Id: 502823-007 Analytical Method: TPH by Texas1005 Analyst: SOZ Seq Number: 962667 Parameter C6-C12 Gasoline Range Hydrocarbons C 12-C28 Diesel Range Hydrocarbons C28-C35 Oil Range Hydrocarbons Total TPH 1005 Surrogate o-Terphenyl 1-Chlorooctane Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Date Collected: 02.20.15 11.20 % Moist: 6.82 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Number Result MQL PHC612 <9.62 53.4 PHCG1028 <9.62 53.4 PHCG2835 <6.89 53.4 PHC635 <6.89 % Recovery 98 86 Sample Depth: 12 - 16 ft Date Received: 02.20.15 18.32 Prep Method: 1005 Tech: SOZ Analysis Dil Factor SDL Units Date Flag 9.62 mg/kg 02.26.15 05:33 U 1 9.62 mg/kg 02.26.15 05:33 U 1 6.89 mg/kg 02,26.15 05:33 U 1 6.89 mg/kg 02.26.15 05:33 U Limits Units 70 - 130 % 70 - 130 % Analysis Date Flag Page 23 of 60 Final 1.000 Sample Id: SB-28 (12-16) Lab Sample Id: 502823-007 Analytical Method: VOAs by SW 8260B Analyst: JBU Seq Number: 962665 Parameter Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane MTBE tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chl oropropane Dibromochloromethane Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifl uoromethane 1,2-Dichloroethane 1,1-Dichloroethane trans-1,2-dichloroethene cis-1,2-Dichloroethene 1,1-Dichloroethene 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene 1, 1 -Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene isopropylbenzene Methylene Chloride Naphthalene n-Propylbenzene Styrene Certificate of Analytical Results P!U 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Matrix: Soil Sample Depth: 12 - 16 ft Date Collected: 02.20.15 11.20 Date Received: 02.20.15 18.32 Prep Method: 5030B % Moist: 6.82 Tech: JBU Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Number Result MQL SDL Units Date Flag 71-43-2 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 108-86-1 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 74-97-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 75-27-4 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 75-25-2 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 74-83-9 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 1634-04-4 <0.000996 0.00498 0.000996 mg/kg 02.251519:20 U 1 98-06-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 135-98-8 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 104-51-8 0.00126 0.00498 0.000996 mg/kg 02.251519:20 1 1 56-23-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 108-90-7 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 75-00-3 <0.00199 0.00996 0.00199 mg/kg 02.25.1519:20 U 1 67-66-3 0.00104 0,00498 0.000996 mg/kg 02.251519:20 J 1 74-87-3 <0.00199 0.00996 0.00199 mg/kg 02.25.1519:20 U 1 95-49-8 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 10643-4 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 99-87-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 96-12-8 <0.000873 0.00498 0.000873 mg/kg 02.25.1519:20 U 1 124-48-1 <0.000996 0,00498 0.000996 mg/kg 02.25.1519:20 U 1 74-95-3 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 95-50-1 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 541-73-1 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 106-46-7 <0.000996 0.00498 0,000996 mg/kg 02.25.1519:20 U 1 75-71-8 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 107-06-2 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 75-34-3 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 156-60-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 156-59-2 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 75-35-4 <0.000996 0.00498 0.000996 mg/kg 02.251519:20 U 1 594-20-7 <0.000996 0.00498 0,000996 mg/kg 02.25.1519:20 U 1 142-28-9 <0.000996 0.00498 0,000996 mg/kg 02.25.1519:20 U 1 78-87-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 10061-02-6 <0.000996 0.00498 0.000996 mg/kg 02.251519:20 U 1 563-58-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 10061-01-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 100-41-4 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 87-68-3 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 98-82-8 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 75-09-2 <0.00597 0.00996 0.00597 mg/kg 02.25.1519:20 U 1 91-20-3 <0.00199 0,00996 0.00199 mg/kg 02.25.1519:20 U 1 103-65-1 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 100-42-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 Page 24 of 60 Final 1.000 • Certificate of Analytical Results nu K Inn, 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: SB-28 (12-16) Matrix: Soil Sample Depth: 12 - 16 ft Lab Sample Id: 502823-007 Date Collected: 02.20.15 11.20 Date Received: 02.20.15 18.32 Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: 6.82 Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prepseq: 689025 Parameter CAS Number Result MQL SDL Units Analysis Flag Dil Factor Date 1,1,1,2-Tetrachloroethane 630-20-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 Tetrachloroethylene 127-18-4 <0.00199 0.00498 0.00199 mg/kg 02.25.1519:20 U 1 Toluene 108-88-3 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 1,1,2-Trichloroethane 79-00-5 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 1,1,1-Trichloroethane 71-55-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 Trichloroethene 79-01-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 Trichlorofluoromethane 75-69-4 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 1,2,3-Trichloropropane 96-18-4 <0.000180 0.00498 0.000180 mg/kg 02.25.1519:20 U I 1,2,4-Trimethylbenzene 95-63-6 <0.000996 0.00498 0.000§96 mg/kg 0225.15 19:20 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.000996 0.00498 0.000996 mWkg 02.25. 15 19:20 U 1 Vinyl Chloride 75-01-4 <0.000398 0.00199 0.000398 mg/kg 0225.15 19:20 U 1 o-Xylene 95-47-6 <0.000996 0.00498 0.000996 mg/kg 02.25.1519:20 U 1 m,p-Xylenes 179601-23-1 <0.00199 0.00996 0.00199 mg/kg 02.25.1519:20 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 110 65 - 135 % 1,2-Dichloroethane-D4 114 73 - 131 % Toluene-D8 99 78 - 138 % 4-Bromofluorobenzene 106 81 - 135 % Page 25 of 60 Final 1.000 Certificate of Analytical Results !A reu 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 689025-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 689025-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Bromochloromethane 74-97-5 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U I Bromodichloromethane 75-27-4 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 Bromomethane 74-83-9 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 MTBE 1634-04-4 <0.00100 0,00500 0.00100 mg/kg 02.25.15 10:26 U I tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/kg 02,25.1510:26 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0,00100 mg/kg 02.25.15 10:26 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/kg 02.25 15 10:26 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Chloroethane 75-00-3 <0.00200 0.0100 0.00200 mg/kg 02.25.1510:26 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U I Chloromethane 74-87-3 <0.00200 0.0100 0,00200 mg/kg 02.25.15 10:26 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/kg 02,25.15 10:26 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000877 0.00500 0.000877 mg/kg 02.251510:26 U I Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Dibromomethane 74-95-3 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0,00100 mg/kg 02.25.15 10:26 U I 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 trans-1,2-dichloroethene 156-60-5 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 cis-1,2-Dichloroethene 156-59-2 <0.00100 0.00500 0.00100 mg/kg 02.251510:26 U 1 1,1-Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U I 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/kg 02.251510:26 U l trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 1, 1 -Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/kg 02,25.1510:26 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/kg 02.251510:26 U 1 isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/kg 02.25.1510:26 U 1 Methylene Chloride 75-09-2 <0.00600 0.0100 0,00600 mg/kg 02.25.15 10:26 U 1 Naphthalene 91-20-3 <0.00200 0.0100 0.00200 mg/kg 02.25.15 10:26 U I n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Page 26 of 60 Final 1.000 Certificate of Analytical ResultsVW_ PJU 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823,029 Sample Id: 689025-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 689025-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962665 Date Prep: 02.25.15 09.30 Prep seq: 689025 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/kg 02.25,1510.26 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/kg 0225.15 10:26 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0,00100 mg/kg 02.25.15 10:26 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0,00500 0.00100 mg/kg 02.25.1510:26 U 1 1,1,1-Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/kg 0225.1510:26 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 0.00100 mg/kg 02.25.15 1026 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U I 1,2,3-Trichloropropane 96-184 <0.000181 0.00500 0.000181 mg/kg 02.25.15 10:26 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/kg 0225.15 10.26 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/kg 0225.1510:26 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0,000400 mg/kg 02.25.15 10:26 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/kg 02.25.15 10:26 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/kg 02.25.15 10:26 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 105 65 - 135 % 1,2-Dichloroethane-D4 109 73 - 131 % Toluene-D8 83 78 - 138 % 4-Bromofluorobenzene 99 81 - 135 % Page 27 of 60 Final 1.000 Certificate of Analytical Results 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 L. r4uX-1— Sample Id: 689067-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 689067-1-BLK Date Collected: Date Received: Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: SOZ % Moist: Tech: SOZ Seq Number: 962667 Date Prep: 02.25.15 15.05 Prep seq: 689067 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C 12 Gasoline Range Hydrocarbons PHC612 <8.94 49.7 8.94 mg/kg 02.26.15 02:22 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <8.94 49.7 8.94 mg/kg 02.26.15 02:22 U 1 C28-05 Oil Range Hydrocarbons PHCG2835 <6.41 49.7 6.41 mg(kg 02.26.15 02:22 U 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 102 70 - 130 % 1-Chlorooctane 88 70 - 130 % Page 28 of 60 Final 1.000 Certificate of Analytical Results �u 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 689096-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 689096-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962712 Date Prep: 02.26.15 11.00 Prep seq: 689096 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00100 0.00500 0.00100 mg/kg 02,26.1512:25 U 1 Bromobenzene 108-86-1 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U l Bromochloromethane 74-97-5 <0.00100 0.00500 0,00100 mg/kg 02.26.15 12:25 U 1 Bromodichloromethane 75-27-4 <0.00100 000500 0.00100 mg/kg 02.26.15 12:25 U I Bromoform 75-25-2 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Bromomethane 74-83-9 <0.00100 0.00500 0.00100 mWkg 02.26.1512:25 U 1 MTBE 1634-04-4 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 tert-Butylbenzene 98-06-6 <0.00100 0.00500 0.00100 mg/kg 02.26,15 12:25 U 1 Sec-Butylbenzene 135-98-8 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 n-Butylbenzene 104-51-8 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Carbon Tetrachloride 56-23-5 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Chlorobenzene 108-90-7 <0.00100 0.00500 0,00100 mg/kg 02.26.15 12:25 U I Chloroethane 75-00-3 <0.00200 0.0100 0.00200 mg/kg 02.26.1512:25 U 1 Chloroform 67-66-3 <0.00100 0.00500 0.00100 mg/kg 02.26.1512:25 U 1 Chloromethane 74-87-3 <0.00200 0.0100 0,00200 mg/kg 02.26.15 12:25 U 1 2-Chlorotoluene 95-49-8 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 4-Chlorotoluene 106-43-4 <0.00100 0.00500 0.00100 mg/kg 02,26.1512:25 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000877 0.00500 0.000877 mg/kg 02.26.15 12:25 U 1 Dibromochloromethane 124-48-1 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Dibromomethane 74-95-3 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U I 1,2-Dichlorobenzene 95-50-1 <0.00100 0.00500 0.00100 mg/kg 02.26,1512:25 U 1 1,3-Dichlorobenzene 541-73-1 <0.00100 0.00500 0.00100 mg/kg 02.26.1512:25 U 1 1,4-Dichlorobenzene 106-46-7 <0.00100 0.00500 0,00100 mg/kg 02.26.15 12:25 U 1 Dichlorodifluoromethane 75-71-8 <0.00100 0,00500 0,00100 mg/kg 02.26.15 12:25 U 1 1,2-Dichloroethane 107-06-2 <0.00100 0.00500 0.00100 mg/kg 02,26.1512:25 U 1 1,1-Dichloroethane 75-34-3 <0.00100 0,00500 0.00100 mg/kg 02.26.15 12:25 U 1 trans-1,2-dichloroethene 156-60-5 <0.00100 0.00500 0.00100 mg/kg 02,26.1512:25 U 1 cis-1,2-Dichloroethene 156-59-2 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1, 1 -Dichloroethene 75-35-4 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 2,2-Dichloropropane 594-20-7 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,3-Dichloropropane 142-28-9 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,2-Dichloropropane 78-87-5 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U I 1,1-Dichloropropene 563-58-6 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 cis- 1,3-Diehl oropropene 10061-01-5 <0.00100 0.00500 0.00100 mg/kg 02.26.1512:25 U 1 Ethylbenzene 100-41-4 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Hexachlorobutadiene 87-68-3 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 isopropylbenzene 98-82-8 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Methylene Chloride 75-09-2 <0.00600 0.0100 0.00600 mg/kg 02.26.15 12:25 U 1 Naphthalene 91-20-3 <0.00200 0.0100 0.00200 mg/kg 02.26.15 12:25 U 1 n-Propylbenzene 103-65-1 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Page 29 of 60 Final 1.000 Certificate of Analytical Results _4 502823 W&M Environmental -Ft. Worth, Fort Worth, TX 823.029 Sample Id: 689096-1-BLK Matrix: Solid Sample Depth: Lab Sample ld: 689096-1-BLK Date Collected: Date Received: Analytical Method: VOAs by SW 8260B Prep Method: 5030B Analyst: JBU % Moist: Tech: JBU Seq Number: 962712 Date Prep: 02.26.15 11.00 Prep seq: 689096 CAS Analysis Dil Factor Parameter Number Result IVIQL SDL Units Date Flag 1, 1, 1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 000500 0.00100 mg/kg 02.26.15 12:25 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/kg 02.26.15 12:25 U 1 Toluene 108-88-3 <0.00100 000500 0.00100 mg/kg 02.26.15 12:25 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1, 1, 1 -Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Trichloroethene 79-01-6 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,2,3-Trichloropropane 96-18-4 <0.000181 0.00500 0.000181 mg/kg 02.26.15 12:25 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0,00500 0.00100 mg/kg 02.26.15 12:25 U 1 1,3,5-Trimethy lbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/kg 02.26.15 12:25 U I Vinyl Chloride 75-01-4 <0.000400 000200 0.000400 mg/kg 02.26.15 12:25 U 1 o-Xylene 95-47-6 <0 00100 000500 0,00100 mg/kg 02.26.15 12:25 U 1 m,p-Xylenes 179601-23-1 <0 00200 0.0100 0,00200 mg/kg 02.26.15 12:25 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 110 65 - 135 % 1,2-Dichloroethane-D4 111 73 - 131 % Toluene-D8 88 78 - 138 % 4-Bromofluorobenzene 105 81 - 135 % Page 30 of 60 Final 1.000 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES E r.1 T-1 4 Analytical Method : Percent Moisture by SM2540G Client: W&M Environmental -Ft. Worth Work Order #: 502823 Project ID: --- Field Sample ID SB-22 (2.5-5) SB-25 (3-5) SB-23 (7-10) SB-26 (15-16) SB-24 (5-8) SB-27 (12-14) SB-28 (12-16) Date Date Collected Received Feb. 19, 2015 Feb. 20, 2015 Feb. 19, 2015 Feb. 20, 2015 Feb. 19, 2015 Feb. 20, 2015 Feb. 19, 2015 Feb. 20, 2015 Feb. 19, 2015 Feb. 20, 2015 Feb. 20, 2015 Feb. 20, 2015 Feb. 20, 2015 Feb. 20, 2015 Max Time Max Time Date Holding Held Date Holding Held Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days (Days) Peb.26, 2015 1 7 F ?eb.26, 2015 1 7 F ,eb.26, 2015 1 7 F reb.26,2015 1 7 F ?eb.26, 2015 l 7 F ?eb.26, 2015 1 6 F ?eb.26, 2015 1 6 F Page 31 of 60 Final 1.000 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Awl Analytical Method : VOAs by SW 8260B Client: W&M Environmental -Ft. Worth Work Order #: 502823 Project ID: --- Field Sample ID Date Date Collected Received SB-25 (3-5) Feb. 19, 2015 Feb. 20, 2015 SB-23 (7-10) Feb. 19, 2015 Feb. 20, 2015 SB-22 (2.5-5) Feb. 19, 2015 Feb. 20, 2015 SB-27 (12-14) Feb. 20, 2015 Feb. 20, 2015 SB-28 (12-16) Feb. 20, 2015 Feb. 20, 2015 SB-24 (5-8) Feb. 19, 2015 Feb. 20, 2015 SB-26 (15-16) Feb. 19, 2015 Feb. 20, 2015 Max Time Max Time Date Holding Held Date Holding Held Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days (Days) ?eb.26, 2015 14 7 P Feb.25, 2015 14 6 P 7eb.25, 2015 14 6 P eb.25, 2015 14 5 P °eb.25, 2015 14 5 P eb.26, 2015 14 7 P eb.25, 2015 14 6 P Page 32 of 60 Final 1.000 XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method: TPH by Texas1005 Client: W&M Environmental -Ft. Worth Work Order #: 502823 Project ID: --- Max Time Field Sample ID Date Date Date Holding Held Date Collected Received Extracted Time Extracte Analyzed Extracted d (Days) (Days SB-23 (7-10) Feb. 19, 2015 Feb. 20, 2015 Feb. 25, 2015 14 6 ",eb.26, 2015 SB-25 (3-5) Feb. 19, 2015 Feb. 20, 2015 Feb. 25, 2015 14 6 -eb.26, 2015 SB-24 (5-8) Feb. 19, 2015 Feb. 20, 2015 Feb. 25, 2015 14 6 Feb.26, 2015 SB-26 (15-16) Feb. 19, 2015 Feb. 20, 2015 Feb. 25, 2015 14 6 Feb.26, 2015 SB-28 (12-16) Feb. 20, 2015 Feb. 20, 2015 Feb. 25, 2015 14 5 --eb.26, 2015 SB-27 (12-14) Feb. 20, 2015 Feb. 20, 2015 Feb. 25, 2015 14 5 ,eb.26, 2015 SB-22 (2.5-5) Feb. 19, 2015 Feb. 20, 2015 Feb. 25, 2015 14 6 ?eb.26, 2015 F = These samples were analyzed outside the recommended holding time. P = Samples analyzed within the recommended holding time. Max Time Holding Held Time Analyzed Q Analyzed (Days) (Days) 14 1 P 14 1 P 14 1 P 14 1 P 14 1 P 14 1 P 14 1 P Page 33 of 60 Final 1.000 Flagging Criteria X In our quality control review of the data a QC deficiency was observed and flagged as noted. MS/MSD recoveries were found to be outside of the laboratory control limits due to possible matrix /chemical interference, or a concentration of target analyte high enough to affect the recovery of the spike concentration. This condition could also affect the relative percent difference in the MS/MSD. B A target analyte or common laboratory contaminant was identified in the method blank. Its presence indicates possible field or laboratory contamination. D The sample(s) were diluted due to targets detected over the highest point of the calibration curve, or due to matrix interference. Dilution factors are included in the final results. The result is from a diluted sample. E The data exceeds the upper calibration limit; therefore, the concentration is reported as estimated. F RPD exceeded lab control limits. J The target analyte was positively identified below the quantitation limit and above the detection limit. U Aalyte was not detected. L The LCS data for this analytical batch was reported below the laboratory control limits for this analyte. The department supervisor and QA Director reviewed data. The samples were either reanalyzed or flagged as estimated concentrations. H The LCS data for this analytical batch was reported above the laboratory control limits. Supporting QC Data were reviewed by the Department Supervisor and QA Director. Data were determined to be valid for reporting. K Sample analyzed outside of recommended hold time. JN A combination of the "N" and the "J" qualifier. The analysis indicates that the analyte is "tentatively identified" and the associated numerical value may not be consistent with the amount actually present in the environmental sample. ** Surrogate recovered outside laboratory control limit. BRL Below Reporting Limit. RL Reporting Limit MDL Method Detection Limit SDL Sample Detection Limit LOD Limit of Detection PQL Practical Quantitation Limit MQL Method Quantitation Limit LOQ Limit of Quantitation DL Method Detection Limit NC Non -Calculable + NELAC certification not offered for this compound. * (Next to analyte name or method description) = Outside XENCO's scope of NELAC accreditation Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Atlanta - Midland/Odessa - Tampa/Lakeland - Phoenix - Latin America 4143 Greenbriar Dr, Stafford, TX 77477 9701 Harry Hines Blvd, Dallas, TX 75220 5332 Blackberry Drive, San Antonio TX 78238 2505 North Falkenburg Rd, Tampa, FL 33619 12600 West I-20 East, Odessa, TX 79765 6017 Financial Drive, Norcross, GA 30071 3725 E. Atlanta Ave, Phoenix, AZ 85040 Phone Fax (281)240-4200 (281)240-4280 (214) 902 0300 (214)351-9139 (210)509-3334 (210)509-3335 (813) 620-2000 (813)620-2033 (432)563-1800 (432) 563-1713 (770)449-8800 (770)449-5477 (602) 437-0330 Page 34 of 60 Final 1.000 Laboratories Analytical Log Analytical Method: Project Name: Client Name: VOAs by SW 8260B 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-22 (2.5-5) SB-23 (7-10) SB-26 (15-16) SB-27 (12-14) SB-28 (12-16) Lab Sample Id 502823-001 502823-002 502823-005 502823-006 502823-007 502823-001 S 502823-001 SD 689025-1-BKS 689025-1-BLK Batch #: 962665 Project ID: --- WO Number: 502823 QC Types SMP SMP SMP SMP SMP MS MSD BKS BLK Page 35 of 60 Final 1.000 Laboratories Analytical Log Analytical Method: Project Name: Client Name: TPH by Texas 1005 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-22 (2.5-5) SB-23 (7-10) SB-24 (5-8) SB-25 (3-5) SB-26 (15-16) SB-27 (12-14) SB-28 (12-16) Lab Sample Id 502823-001 502823-002 502823-003 502823-004 502823-005 502823-006 502823-007 502823-001 S 502823-001 SD 689067-1-BKS 689067-1-BLK Batch #: 962667 Project ID: --- WO Number: 502823 QC Types SMP SMP SMP SMP SMP SMP SMP MS MSD BKS BLK Page 36 of 60 Final 1.000 lobero orles Analytical Lo& Analytical Method: Percent Moisture by SM2540G Batch #: 962705 Project Name: 823.029 Project ID: --- Client Name: W&M Environmental -Ft. Worth WO Number: 502823 Client Sample Id Lab Sample Id QC Types SB-22 (2.5-5) 502823-001 SMP SB-23 (7-10) 502823-002 SMP SB-24 (5-8) 502823-003 SMP SB-25 (3-5) 502823-004 SMP SB-26(15-16) 502823-005 SMP SB-27 (12-14) 502823-006 SMP SB-28 (12-16) 502823-007 SMP 502821-006 D MD 502823-001 D MD 962705-1-BLK BLK Page 37 of 60 Final 1.000 XIINCO I.oboratories Analytical Log Analytical Method: Project Name: Client Name: VOAs by SW 8260B 823.029 W&M Environmental -Ft. Worth Client Sample Id SB-24 (5-8) SB-25 (3-5) Lab Sample Id 502823-003 502823-004 502823-003 S 502823-003 SD 689096-1-BKS 689096-1-BLK Batch #: 962712 Project ID: --- WO Number: 502823 QC Types SNIP SNIP MS MSD BKS BLK Page 38 of 60 Final 1.000 Form. 2 - . .. .... ...... . Surrogate Recoveries Project Name: 823.029 Work Orders: 502823, Project ID: --- Lab Batch #: 962667 Sample: 689067-1-BLK / BLK Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/26/15 02:22 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 50.6 49.7 102 70-130 1-Chlorooctane 87.8 99.3 88 70-130 Lab Batch #: 962667 Sample: 689067-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/26/15 02:41 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 50.9 49.7 102 70-130 1-Chlorooctane 109 99.3 110 70-130 Lab Batch #: 962667 Sample: 502823-001 S / MS Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/26/15 03:19 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 50.9 49.9 102 70-130 1-Chlorooctane 104 99.7 104 70-130 Lab Batch #: 962667 Sample: 502823-001 SD / MSD Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/26/15 03:38 SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 44.2 49.9 89 70-130 1-Chlorooctane 101 99.8 101 70-130 " Surrogate outside of Laboratory QC limits *' Surrogates outside limits; data and surrogates confirmed by reanalysis *** poor recoveries due to dilution Surrogate Recovery [D] = 100 r A / B All results are based on MDL and validated for QC purposes. Page 39 of 60 Final 1.000 CForm 2 - Surrogate Recoveries Project Name: 823.029 Work Orders : 502823, Project ID: --- Lab Batch #: 962665 Sample: 689025-1-BLK / BLK Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/25/15 10:26 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0523 0.0500 105 65-135 1,2-Dichloroethane-D4 0.0545 0.0500 109 73-131 Toluene-D8 0.0417 0.0500 83 78-138 4-Bromofluorobenzene 0.0495 0.0500 99 81-135 Lab Batch #: 962665 Sample: 689025-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/25/15 11:48 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0510 0.0500 102 65-135 1,2-Dichloroethane-D4 0.0536 0.0500 107 73-131 Toluene-D8 0.0500 0.0500 100 78-138 4-Bromofluorobenzene 0.0497 0.0500 99 81-135 Lab Batch #: 962665 Sample: 502823-001 S / MS Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/25/15 16:33 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0510 0.0500 102 65-135 1,2-Dichloroethane-D4 0.0499 0.0500 100 73-131 Toluene-D8 0.0536 0.0500 107 78-138 4-Bromofluorobenzene 0.0579 0.0500 116 81-135 Lab Batch #: 962665 Sample: 502823-001 SD / MSD Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/25/15 16:54 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0533 0.0500 107 65-135 1,2-Dichloroethane-D4 0.0562 0.0500 112 73-131 Toluene-D8 0.0544 0.0500 109 78-138 4-Bromofluorobenzene 0.0571 0.0500 114 81-135 * Surrogate outside of Laboratory QC limits *' Surrogates outside limits; data and surrogates confirmed by reanalysis "' Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 40 of 60 Final 1.000 • Form 2 - Surrogate Recoveries Project Name: 823.029 Work Orders: 502823, Project ID: --- Lab Batch #: 962712 Sample: 689096-1-BKS / BKS Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/26/15 11:46 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes ]D] Dibromofluoromethane 0.0516 0.0500 103 65-135 1,2-Dichloroethane-D4 0.0529 0.0500 106 73-131 Toluene-D8 0.0498 0.0500 100 78-138 4-Bromofluorobenzene 0.0506 0.0500 101 81-135 Lab Batch #: 962712 Sample: 689096-1-BLK / BLK Batch: 1 Matrix: Solid Units: mg/kg Date Analyzed: 02/26/15 12:25 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0549 0.0500 110 65-135 1,2-Dichloroethane-D4 0.0556 0.0500 111 73-131 Toluene-D8 0.0439 0.0500 88 78-138 4-Bromofluorobenzene 0.0523 0.0500 105 81-135 Lab Batch #: 962712 Sample: 502823-003 S / MS Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/26/15 16:20 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [Al [B] %R %R Analytes [D] Dibromofluoromethane 0.0500 0.0500 100 65-135 1,2-Dichloroethane-D4 0.0556 0.0500 111 73-131 Toluene-D8 0.0525 0.0500 105 78-138 4-Bromofluorobenzene 0.0552 0.0500 110 81-135 Lab Batch #: 962712 Sample: 502823-003 SD / MSD Batch: 1 Matrix: Soil Units: mg/kg Date Analyzed: 02/26/15 16:33 SURROGATE RECOVERY STUDY VOAs by SW 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0508 0.0500 102 65-135 1,2-Dichloroethane-D4 0.0573 0.0500 115 73-131 Toluene-D8 0.0524 0.0500 105 78-138 4-Bromofluorobenzene I 0.0558 0.0500 112 81-135 * Surrogate outside of Laboratory QC limits ** Surrogates outside limits; data and surrogates confirmed by reanalysis *** Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Page 41 of 60 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502823 Lab Batch #: 962667 Date Analyzed: 02/26/2015 Reporting Units: mg/kg TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Project ID: --- Sample: 689067-1-BKS Matrix: Solid Date Prepared: 02/25/2015 Analyst: SOZ Batch #: 1 BLANK BLANK SPIKE RECOVERY STUDY Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R [C] [D] <8.94 993 1120 113 70-135 <8.94 993 1100 111 70-135 Page 42 of 60 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502823 Project ID• Lab Batch #: 962665 Sample: 689025-1-BKS Matrix: Solid Date Analyzed: 02/25/2015 Date Prepared: 02/25/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] Benzene I <0.00100 0.0500 0.0512 102 66-142 Bromobenzene <0.00100 0.0500 0.0520 104 75-125 Bromochloromethane <0.00100 0.0500 0.0523 105 73-125 Bromodichloromethane I <0.00100 0.0500 0.0529 106 75-125 Bromoform <0.00100 0.0500 0.0556 111 75-125 Bromomethane <0 00100 0.0500 0.0501 100 65-135 MTBE <0.00100 0.0500 0.0483 97 75-125 tert-Butylbenzene <0.00100 0.0500 0.0529 106 75-125 Sec-Butylbenzene <0.00100 0.0500 0.0558 112 75-125 n-Butylbenzene <0.00100 0.0500 0.0478 96 75-125 Carbon Tetrachloride I <0.00100 0.0500 0.0518 104 62-125 Chlorobenzene I <0.00100 0.0500 0.0493 99 60-133 Chloroethane I <0 00200 0.0500 0.0502 100 65-135 Chloroform <0 00100 0.0500 0.0475 95 74-125 Chloromethane <0 00200 0.0500 0.0501 100 65-135 2-Chlorotoluene <0.00100 0.0500 0.0525 105 73-125 4-Chlorotoluene <0.00100 0.0500 0.0526 105 74-125 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0529 106 75-125 1,2-Dibromo-3-Chloropropane <0.000877 0,0500 0.0548 110 59-125 Dibromochloromethane <0.00100 0.0500 0.0540 108 73-125 Dibromomethane <0.00100 0.0500 0.0508 102 69-127 1,2-Dichlorobenzene <0.00100 0.0500 0.0527 105 75-125 1,3-Dichlorobenzene <0.00100 0.0500 0.0514 103 75-125 1,4-Dichlorobenzene <0.00100 0.0500 0.0521 104 75-125 Dichlorodifluoromethane <0.00100 0.0500 0.0508 102 65-135 1,2-Dichloroethane <0.00100 0,0500 0.0522 104 68-127 1,1-Dichloroethane <0.00100 0.0500 0.0528 106 72-125 trans-1,2-dichloroethene <0.00100 0.0500 0.0519 104 75-125 cis-1,2-Dichloroethene <0.00100 0.0500 0.0516 103 75-125 l,l-Dichloroethene <0.00100 0.0500 0.0535 107 59-172 I2,2-Dichloropropane <0.00100 0.0500 0.0524 105 75-125 1,3-Dichloropropane <0 00100 0.0500 0.0522 104 75-125 1,2-Dichloropropane <0 00100 0.0500 0.0524 105 74-125 Blank Spike Recovery [D] = 100" [C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 43 of 60 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502823 Project ID: --- Lab Batch #: 962665 Sample: 689025-1-BKS Matrix: Solid Date Analyzed: 02/25/2015 Date Prepared: 02/25/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 I BLANK /BLANK SPIKE RECOVERY STUDY VOAs by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] trans-1,3-dichloropropene <0.00100 0.0500 0.0564 113 66-125 1,1-Dichloropropene <0.00100 0.0500 0.0526 105 75-125 cis-1,3-Dichloropropene <0.00100 0.0500 0.0551 110 74-125 Ethylbenzene <0.00100 0.0500 0.0527 105 75-125 1 Hexachlorobutadiene <0 00100 00500 0.0558 112 75-125 isopropylbenzene <0.00100 00500 0.0528 106 75-125 Methylene Chloride <0.00600 0.0500 0.0502 100 75-125 Naphthalene <0.00200 00500 0.0496 99 75-125 n-Propylbenzene <0.00100 0.0500 0.0520 104 75-125 Styrene <0.00100 0.0500 0.0541 108 75-125 1, 1, 1,2-Tetrachloroethane <0.00100 0.0500 0.0527 105 72-125 1,1,2,2-Tetrachloroethane <0.00100 0.0500 0.0541 108 74-125 Tetrachloroethylene <0.00200 0.0500 0.0490 98 71-125 Toluene <0.00100 0.0500 0.0491 98 59-139 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0547 109 75-135 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0586 117 75-137 1,1,2-Trichloroethane <OM100 0.0500 00525 105 75-127 1, 1, 1 -Trichloroethane <0.00100 0.0500 0.0523 105 75-125 Trichloroethene <0.00100 0.0500 0.0515 103 62-137 Trichlorofluoromethane <0.00100 00500 0.0526 105 67-125 1,2,3-Trichloropropane <0 000181 00500 0.0527 105 75-125 1,2,4-Trimethylbenzene <0 00100 00500 0.0587 117 75-125 1,3,5-Trimethylbenzene <0 00100 00500 0.0529 106 70-130 Vinyl Chloride <0.000400 0.0500 0.0515 103 65-135 o-Xylene <0.00100 0.0500 0.0526 105 75-125 m,p-Xylenes <0.00200 0.100 0.104 104 75-125 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 44 of 60 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502823 Project ID• --- Lab Batch #: 962712 Sample: 689096-1-BKS Matrix: Solid Date Analyzed: 02/26/2015 Date Prepared: 02/26/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 BLANK /BLANK SPIKE RECOVERY STUDY WAS by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Hags [A] [B] Result %R %R Analytes [C] IN Benzene <0.00100 0.0500 0.0505 101 66-142 Bromobenzene <0.00100 0.0500 0.0512 102 75-125 Bromochloromethane <0.00100 0.0500 0.0511 102 73-125 Bromodichloromethane <0.00100 0.0500 0.0530 106 75-125 Bromoform <0.00100 0.0500 0.0522 104 75-125 Bromomethane <0.00100 0.0500 0.0505 101 65-135 MTBE <0.00100 0.0500 0.0516 103 75-125 tert-Butylbenzene <0.00100 0.0500 0.0527 105 75-125 Sec-Butylbenzene <0.00100 0.0500 0.0552 110 75-125 n-Butylbenzene <0.00100 0.0500 0.0499 100 75-125 Carbon Tetrachloride I <0.00100 0.0500 0.0564 113 62-125 Chlorobenzene <0.00100 0.0500 0.0478 96 60-133 Chloroethane <0.00200 0.0500 0.0490 98 65-135 Chloroform <0.00100 0.0500 0.0473 95 74-125 Chloromethane <0.00200 0.0500 0.0475 95 65-135 2-Chlorotoluene <0.00100 0.0500 0.0529 106 73-125 4-Chlorotoluene <0.00100 0.0500 0.0513 103 74-125 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0527 105 75-125 1,2-Dibromo-3-Chloropropane <0.000877 0.0500 0.0464 93 59-125 Dibromochloromethane <0.00100 0.0500 0.0531 106 73-125 I Dibromomethane <0.00100 0.0500 0.0504 101 69-127 1,2-Dichlorobenzene <0.00100 0.0500 0.0517 103 75-125 1,3-Dichlorobenzene <0.00100 0.0500 0.0510 102 75-125 1,4-Dichlorobenzene <0.00100 0.0500 0.0511 102 75-125 Dichlorodifluoromethane <0 00100 0.0500 0.0502 100 65-135 1,2-Dichloroethane I <0.00100 0.0500 0.0496 99 68-127 1,1-Dichloroethane <0.00100 0.0500 0.0521 104 72-125 trans-1,2-dichloroethene I <0.00100 0.0500 0.0522 104 75-125 cis-1,2-Dichloroethene I <0.00100 0.0500 0.0501 100 75-125 1,1-Dichloroethene I <0.00100 0.0500 0.0521 104 59-172 2,2-Dichloropropane I <0.00100 0.0500 0.0598 120 75-125 1,3-Dichloropropane <0.00100 0.0500 0.0502 100 75-125 1,2-Dichloropropane <0.00100 0.0500 0.0515 103 74-125 Blank Spike Recovery [D] _ 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 45 of 60 Final 1.000 Blank Spike Recovery Project Name: 823.029 Work Order #: 502823 Project ID• Lab Batch #: 962712 Sample: 689096-1-BKS Matrix: Solid Date Analyzed: 02/26/2015 Date Prepared: 02/26/2015 Analyst: JBU Reporting Units: mg/kg Batch #: 1 BLANK BLANK SPIKE RECOVERY STUDY VOAs by SW 8260B Blank Spike Blank Blank Control Result Added Spike Spike Limits Flags [A] [B] Result %R %R Analytes [C] [D] trans-1,3-dichloropropene <0.00100 0.0500 0.0534 107 66-125 1,1-Dichloropropene <0.00100 0.0500 00531 106 75-125 cis-1,3-Dichloropropene <0.00100 0.0500 00537 107 74-125 Ethylbenzene <0.00100 0.0500 00505 101 75-125 Hexachlorobutadiene <0.00100 0.0500 0.0543 109 75-125 isopropylbenzene <0.00100 0.0500 0.0514 103 75-125 Methylene Chloride <0.00600 0.0500 00493 99 75-125 Naphthalene <0.00200 0.0500 00558 112 75-125 n-Propylbenzene <0.00100 0.0500 0.0524 105 75-125 Styrene <0.00100 0.0500 0.0520 104 75-125 1,1,1,2-Tetrachloroethane <0.00100 0.0500 00521 104 72-125 1,1,2,2-Tetrachloroethane <0.00100 0.0500 00488 98 74-125 Tetrachloroethylene <0.00200 0.0500 0.0486 97 71-125 Toluene <0.00100 0.0500 0.0478 96 59-139 1,2,4-Trichlorobenzene <0.00100 0.0500 0.0525 105 75-135 1,2,3-Trichlorobenzene <0.00100 0.0500 0.0544 109 75-137 1,1,2-Trichloroethane <0.00100 0.0500 0.0514 103 75-127 1, 1, 1 -Trichloroethane <0.00100 0.0500 0.0554 111 75-125 Trichloroethene <0.00100 0.0500 0.0518 104 62-137 Trichlorofluoromethane <0.00100 0.0500 0.0523 105 67-125 1,2,3-Trichloropropane <0.000181 0.0500 0.0501 ]00 75-125 1,2,4-Trimethylbenzene <0.00100 0.0500 0.0578 116 75-125 1,3,5-Trimethylbenzene <0 00100 00500 0.0534 107 70-130 Vinyl Chloride <0.000400 0.0500 0.0499 ]00 65-135 o-Xylene <0.00100 0.0500 0.0512 102 75-125 m,p-Xylenes <0 00200 0.100 0 101 10] 75-125 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 46 of 60 Final 1.000 Work Order # : Lab Batch ID: Date Analyzed: Reporting Units 502823 962667 02/26/2015 mg/kg TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: --- QC- Sample ID: 502823-001 S Batch #: 1 Matrix: Soil Date Prepared: 02/25/2015 Analyst: SOZ MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD [A] [131 [D] [El [G] <10 2 1130 1160 103 1130 1130 100 3 70-135 35 <10.2 1130 1280 113 1130 1150 102 11 70-135 35 Matrix Spike Percent Recovery [D] = 100'(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200'1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag Page 47 of 60 Final 1.000 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502823 Project ID: --- Lab Batch ID: 962665 QC- Sample ID: 502823-001 S Batch #: I Matrix: Soil Date Analyzed: 02/25/2015 Date Prepared: 02/25/2015 Analyst: JBU Reporting Units: mg/kg MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY VOAs by SW 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD Analytes [A] ]B] [D] [E] [G] Benzene <0.00113 0.0564 0.0577 102 0.0560 0.0572 102 1 66-142 21 Bromobenzene <0.00113 0.0564 0.0561 99 0.0560 <0.00112 0 200 75-125 25 Bromochloromethane <0.00113 0.0564 0.0595 105 0.0560 <0.00112 0 200 73-125 20 Bromodichloromethane <0 00113 00564 0.0633 112 0.0560 0.0618 110 2 75-125 20 Bromoform <0.00113 0.0564 0.0581 103 0.0560 0.0577 103 1 75-125 20 Bromomethane <0.00113 0.0564 00570 101 0.0560 0.0549 98 4 65-135 20 MTBE <0.00113 0.0564 0.0616 109 0.0560 0.0247 44 86 75-125 20 tert-Butylbenzene <0.00113 0.0564 00577 102 0.0560 0.0531 95 8 75-125 25 Sec-Butylbenzene <0.00113 0.0564 0.0476 84 0.0560 0.0548 98 14 75-125 25 n-Butylbenzene <0 00113 00564 0.0420 74 0.0560 0.0577 103 31 75-125 25 Carbon Tetrachloride <0.00113 00564 0.0656 116 0.0560 00632 113 4 62-125 20 Chlorobenzene <0.00113 0.0564 0.0541 96 0.0560 0.0531 95 2 60-133 21 Chloroethane <0.00226 0.0564 0.0580 103 0.0560 0.0653 117 12 65-135 20 Chloroform 0.00120 0.0564 0.0534 93 0.0560 0.0553 97 3 74-125 20 Chloromethane <0.00226 0.0564 0.0547 97 0.0560 0.0600 107 9 65-135 20 2-Chlorotoluene <0 00113 0.0564 0.0643 114 0.0560 0.0501 89 25 73-125 25 4-Chlorotoluene <0 00113 0.0564 0.0651 115 0.0560 0.0665 119 2 74-125 25 p-Cymene (p-Isopropyltoluene) <0 00113 0.0564 00577 102 0.0560 0.0531 95 8 75-125 25 1,2-Dibromo-3-Chloropropane <0.000989 0.0564 0.0614 109 0.0560 00636 114 4 59-125 28 Dtbromochloromethane <0.00113 0.0564 0.0663 118 0.0560 0.0684 122 3 73-125 25 Dtbromomethane <0.00113 0.0564 0.0659 117 0.0560 0.0670 120 2 69-127 23 1,2-Dichlorobenzene <0.00113 0.0564 0.0572 101 0.0560 0.0566 101 1 75-125 25 1,3-Dichlorobenzene <0.00113 0.0564 0.0563 100 0.0560 00561 100 0 75-125 25 Matrix Spike Percent Recovery [D] = 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200'1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitahon Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag XF XF XF XF Page 48 of 60 Final 1.000 Form 3 - MS / MSD Recoveries Project Name: 823.029 Work Order # : 502823 Project ID: --- Lab Batch ID: 962665 QC- Sample ID: 502823-001 S Batch #: 1 Matrix: Soil Date Analyzed: 02/25/2015 Date Prepared: 02/25/2015 Analyst: JBU Reporting Units: mg/kg VOAs by SW 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample p Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result [F] %R % %R %RPD Analytes [A] [B] [D] [E] [G] 1,4-Dichlorobenzene <0.00113 0.0564 0.0559 99 0.0560 0.0562 100 1 75-125 25 Dichlorodifluoromethane <0.00113 0.0564 00603 107 0.0560 0.0626 112 4 65-135 23 1,2-Dichloroethane <0.00113 0.0564 0.0614 109 0.0560 0.0619 111 1 68-127 20 111-Dichloroethane <0.00113 0.0564 0.0590 105 0.0560 0.0617 110 4 72-125 20 trans-1,2-dichloroethene <0.00113 0.0564 0.0578 102 0.0560 0.0624 111 8 75-125 20 cis-1,2-Dichloroethene <0.00113 0.0564 0.0570 101 0.0560 0.0585 104 3 75-125 20 1,1-Dichloroethene <0.00113 0.0564 0.0606 107 0.0560 0.0589 105 3 59-172 22 2,2-Dichloropropane <0.00113 00564 0.0620 110 0.0560 0.0614 110 1 75-125 25 1,3-Dichloropropane <0.00113 0.0564 0.0671 119 0.0560 00630 113 6 75-125 25 1,2-Dichloropropane <000113 0.0564 0.0622 110 0.0560 0.0565 101 10 74-125 20 trans-1,3-dichloropropene <0.00113 0.0564 0.0675 120 0.0560 0.0647 116 4 66-125 20 1,1-Dichloropropene <0.00113 0.0564 0.0611 108 0.0560 00634 113 4 75-125 25 cis-1,3-Dichloropropene <0.00113 0.0564 0.0636 113 0.0560 0.0571 102 11 74-125 20 Ethylbenzene <0.00113 0.0564 0.0596 106 0.0560 0.0603 108 1 75-125 20 Hexachlorobutadiene <0.00113 0.0564 0.0535 95 0.0560 0.0588 ]OS 9 75-125 25 isopropylbenzene <0.00113 0.0564 0.0576 102 00560 0.0632 113 9 75-125 25 Methylene Chloride <0.00677 0.0564 0.0591 105 00560 00605 108 2 75-125 35 Naphthalene 0.0114 0.0564 0.0357 43 0.0560 0.0293 32 20 75-125 25 n-Propylbenzene <0.00113 0.0564 0.0592 105 0.0560 0.0514 92 14 75-125 25 Styrene <0.00113 0.0564 0.0463 82 0.0560 0.0509 91 9 75-125 51 1,1,1,2-Tetrachloroethane <0.00113 0.0564 00620 110 0.0560 0.0635 113 2 72-125 20 1,1,2,2-Tetrachloroethane <0.00113 0.0564 00647 115 0.0560 0.0655 117 1 74-125 31 Tetrachloroethylene <0.00226 0.0564 0.0579 103 0.0560 0.0638 114 10 71-125 20 Toluene 0.00113 00564 0.0587 102 0.0560 00596 104 2 59-139 21 Matrix Spike Percent Recovery [D] = 100'(C-A)B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD = 200'1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag X Page 49 of 60 Final 1.000 Work Order # : 502823 Lab Batch ID: 962665 Date Analyzed: 02/25/2015 Reporting Units: mg/kg VOAs by SW 8260B Analytes 1,2,4-Trichlorobenzene 1,2,3-Trichlorobenzene 1,1,2-Trichloroethane 1,1,1-Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trunethylbenzene Vinyl Chloride o-Xylene m,p-Xylenes Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: --- QC- Sample ID: 502823-001 S Batch #: 1 Matrix: Soil Date Prepared: 02/25/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. Result Added IC] %R Added Result [F] %R [A[ IBI ID] IEI [G] <0.00113 0.0564 0.0259 46 00560 00277 49 <0.00113 0.0564 0.0245 43 0.0560 00271 48 <0.00113 0.0564 0.0649 115 00560 00635 113 <0.00113 0.0564 0.0569 101 0.0560 0.0628 112 <0.00113 0.0564 0.0600 106 00560 00611 109 <0.00113 0.0564 00636 113 00560 0.0594 106 <0.000204 0.0564 00563 100 00560 00584 104 <0.00113 0-0564 0-0635 113 00560 00582 104 <0.00113 0.0564 00531 94 0.0560 0.0502 90 <0.000451 0.0564 0.0600 106 0.0560 0.0587 105 <0.00113 0.0564 0.0548 97 0.0560 0.0590 105 <0.00226 0.113 0.109 96 0.112 0.118 105 Matrix Spike Percent Recovery [D] = 100•(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100'(F-A)/E Relative Percent Difference RPD=200*1(C-F)/(C+F)i ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantttation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Control Control RPD Limits Limits % %R %RPD 7 75-135 25 10 75-137 25 2 75-127 20 10 75-125 20 2 62-137 24 7 67-125 20 4 75-125 20 9 75-125 25 6 70-130 25 2 65-135 20 7 75-125 20 8 75-125 20 Flag X X Page 50 of 60 Final 1.000 Form 3 - MS / MSD RecoveriesMR Project Name: 823.029 Work Order # : 502823 Project ID: --- Lab Batch ID: 962712 QC- Sample ID: 502823-003 S Batch #: 1 Matrix: Soil Date Analyzed: 02/26/2015 Date Prepared: 02/26/2015 Analyst: JBU Reporting Units: rng/kg MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY VOAs by SW 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result IF] %R % %R %RPD Analytes [A] [B] [D] [E] [G] Benzene <0.00118 00588 0.0580 99 0.0584 0.0600 103 3 66-142 21 Bromobenzene <0.00118 0.0588 0.0645 110 0.0584 0.0667 114 3 75-125 25 Bromochloromethane <0.00118 0.0588 0.0573 97 0.0584 0.0610 104 6 73-125 20 Bromodichloromethane <0.00118 0.0588 0.0597 102 0.0584 0.0623 107 4 75-125 20 Bromoform <0.00118 0.0588 0.0615 105 0.0584 0.0677 116 10 75-125 20 Bromomethane <0.00118 0.0588 0.0537 91 0.0584 00556 95 3 65-135 20 MTBE <0.00118 0.0588 0.0689 117 0.0584 0.0667 114 3 75-125 20 tert-Butylbenzene <0.00118 0.0588 0.0651 111 00584 0.0674 115 3 75-125 25 Sec-Butylbenzene <0.00118 0.0588 0.0668 114 00584 0.0669 115 0 75-125 25 n-Butylbenzene <0.00118 0.0588 0.0549 93 0.0584 0.0414 71 28 75-125 25 Carbon Tetrachloride <0.00118 00588 0.0632 107 0.0584 0.0624 107 1 62-125 20 Chlorobenzene <0.00118 0.0588 0.0547 93 0.0584 0.0558 96 2 60-133 21 Chloroethane <0.00235 0.0588 0.0561 95 0.0584 0.0598 102 6 65-135 20 Chloroform 0.00132 0.0588 0.0528 88 0.0584 00550 92 4 74-125 20 Chloromethane <0.00235 0.0588 0.0541 92 0.0584 0.0582 100 7 65-135 20 2-Chlorotoluene <0 00118 0.0588 0.0621 106 00584 0.0643 110 3 73-125 25 4-Chlorotoluene <0.00118 0.0588 0.0625 106 0.0584 0.0655 112 5 74-125 25 p-Cymene (p-Isopropyltoluene) <0.00118 00588 0.0651 III 0.0584 00674 115 3 75-125 25 1,2-Dibromo-3-Chloropropane <0.00103 0.0588 00678 115 0.0584 0.0829 142 20 59-125 28 Dibromochloromethane <0.00118 0.0588 0.0623 106 0.0584 0.0669 115 7 73-125 25 Dibromomethane <0.00118 0.0588 0.0590 100 0.0584 0.0624 107 6 69-127 23 1,2-Dichlorobenzene <0.00118 0.0588 0.0560 95 00584 0.0597 102 6 75-125 25 1,3-Dichlorobenzene <0.00118 0.0588 0.0558 95 0.0584 00582 100 4 75-125 25 Matrix Spike Percent Recovery [D] = 100*(C-A)B Matrix Spice Duplicate Percent Recovery [GI _ 100*(F-A)/E Relative Percent Difference RPD = 200*1(C-F)/(C+F)l ND = Not Detected, I = Present Below Reporting Limit, B = Present ur Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag XF X Page 51 of 60 Final 1.000 Form 3 - MS / MSD Recoveries Project Name: 823.029 E Work Order # : 502823 Project ID: --- Lab Batch ID: 962712 QC- Sample ID: 502823-003 S Batch #: 1 Matrix: Soil Date Analyzed: 02/26/2015 Date Prepared: 02/26/2015 Analyst: JBU Reporting Units: mg/kg VOAs by SW 8260B Parent Spiked Sample Spiked Duplicate Spiked Control Control Sample P Spike Result Sample Spike Spiked Sample Dup. RPD Limits Limits Result Added [C] %R Added Result fF] %R % %R %RPD Analytes [A] [13] [D] [E] [G] 1,4-Dtchlorobenzene <0.00118 0.0588 0.0569 97 0.0584 0.0591 101 4 75-125 25 Dichlorodifluoromethane <0.00118 0.0588 0.0609 104 0.0584 0.0646 111 6 65-135 23 1,2-Dichloroethane <0.00118 0.0588 00579 98 0.0584 0.0622 107 7 68-127 20 I,1-Dichloroethane <0.00118 0.0588 00583 99 0.0584 0.0618 106 6 72-125 20 trans-1,2-dichloroethene <0 00118 0.0588 00569 97 0.0584 0.0604 103 6 75-125 20 cis-1,2-Dichloroethene <0.001 18 0.0588 00558 95 0.0584 0.0593 102 6 75-125 20 l,l-Dichloroethene <0 00118 0.0588 00601 102 0.0584 0.0640 110 6 59-172 22 2,2-Dichloropropane <0 00118 0.0588 00627 107 0.0584 0.0610 104 3 75-125 25 1,3-Dichloropropane <0 00118 0.0588 0.0621 106 0.0584 0.0682 117 9 75-125 25 1,2-Dichloropropane <0.00118 0.0588 0.0593 101 0.0584 00624 107 5 74-125 20 trans-1,3-dichloropropene <0.00118 0.0588 0.0633 108 0.0584 00677 116 7 66-125 20 l,l-Dichloropropene <0.00118 0.0588 0.0597 102 00584 00630 108 5 75-125 25 cis-1,3-Dichloropropene <0.00118 0.0588 0.0602 102 00584 0.0638 109 6 74-125 20 Ethylbenzene <0.00118 0.0588 0.0597 102 00584 0.0615 105 3 75-125 20 Hexachlorobutadiene <0.00118 0.0588 0.0408 69 0.0584 0.0395 68 3 75-125 25 isopropylbenzene <0.00118 0.0588 0.0589 100 0.0584 0.0592 101 1 75-125 25 Methylene Chloride <0.00706 0.0588 0.0565 96 0.0584 0.0621 106 9 75-125 35 Naphthalene <0.00235 00588 00495 84 0.0584 0.0553 95 11 75-125 25 n-Propylbenzene <0.00118 0.0588 00659 112 0.0584 0.0684 117 4 75-125 25 Styrene <0.00118 0.0588 0.0573 97 0.0584 0.0591 101 3 75-125 51 1, 1, 1,2-Tetrachloroethane <0.00118 0.0588 0.0585 99 0.0584 00615 105 5 72-125 20 1,1,2,2-Tetrachloroethane <0.00118 0.0588 0.0626 106 0.0584 00710 122 13 74-125 31 Tetrachloroethylene <0.00235 0.0588 0.0564 96 0.0584 0.0573 98 2 71-125 20 Toluene <0.00118 0.0588 0.0576 98 0.0584 0.0595 102 3 59-139 21 Matrix Spike Percent Recovery [D] = 100'(C-A)/B Matrix Spike Duplicate Percent Recovery [G] = 100•(F-A)/E Relative Percent Difference RPD = 200'1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Flag X Page 52 of 60 Final 1.000 XENCO Laboratories Work Order # : 502823 Lab Batch ID: 962712 Date Analyzed: 02/26/2015 Reporting Units: VOA mg SW 8260B Analytes 1,2,4-Trichlorobenzene 1,2,3-Trichlorobenzene 1,1,2-Trichloroethane 1, 1, 1 -Trichloroethane Trichloroethene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride o-Xylene m,p-Xylenes Form 3 - MS / MSD Recoveries Project Name: 823.029 Project ID: --- QC- Sample ID: 502823-003 S Batch #: 1 Matrix: Soil Date Prepared: 02/26/2015 Analyst: JBU Parent Spiked Sample Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. Result Added [C] %R Added Result [F] %R [A] IBl ID] [El [GI <0.00118 0.0588 0.0403 69 0.0584 0.0338 58 <0.00118 0.0588 00381 65 00584 00343 59 <0.00118 0.0588 0.0638 109 0.0584 0.0689 118 <0.00118 00588 0.0605 103 00584 0.0619 106 <0 00118 00588 0.0586 100 0.0584 0.0597 102 <0.00118 0.0588 0.0631 107 0.0584 0.0661 113 <0.000213 0.0588 0.0639 109 0.0584 0.0722 124 <0.00118 00588 0.0698 119 0.0584 0.0660 113 <0.00118 0.0588 0.0690 117 00584 0.0705 121 <0.000471 0.0588 0.0577 98 0.0584 0.0623 107 <0.00118 0.0588 0.0581 99 0.0584 0.0597 102 <0.00235 0.118 0117 99 0117 0120 103 Matrix Spike Percent Recovery [D] _ 100*(C-A)B Matrix Spice Duplicate Percent Recovery [G] = 100*(F-A)/E Relative Percent Difference RPD = 200*1(C-F)/(C+F)l ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Control Control RPD Limits Limits Flag % %R %RPD 18 75-135 25 X 10 75-137 25 X 8 75-127 20 2 75-125 20 2 62-137 24 5 67-125 20 12 75-125 20 6 75-125 25 2 70-130 25 8 65-135 20 3 75-125 20 3 75-125 20 Page 53 of 60 Final 1.000 go Sample Duplicate Recovery _ _40 Project Name: 823.029 Work Order #: 502823 Lab Batch #: 962705 Project ID: --- Date Analyzed: 02/26/2015 12:45 Date Prepared: 02/26/2015 Analyst:LEO QC- Sample ID: 502821-006 D Batch #: 1 Matrix: Soil Reporting Units: % SAMPLE / SAMPLE DUPLICATE RECOVERY Percent Moisture by SM254OG Parent Sample Sample Control Result Duplicate RPD Limits Flag [Al Result %RPD Analyte ]B] (Percent Moisture 19.6 19.4 1 20 Lab Batch #: 962705 Date Analyzed: 02/26/2015 12:45 Date Prepared: 02/26/2015 Analyst: LEO QC- Sample ID: 502823-001 D Batch #: 1 Matrix: Soil Reporting Units: % SAMPLE / SAMPLE DUPLICATE RECOVERY Percent Moisture by SM254OG Parent Sample Sample Control Result Duplicate RPD Limits Flag [A] Result %RPD Analyte ]B] Percent Moisture 11.7 12.0 3 20 Spike Relative Difference RPD 200 * I (B-A)/(B+A) All Results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 54 of 60 Final 1.000 Attachment A Laboratory Data Package Cover Page Project Name: 823.029 Laboratory Number: 502823 This Data package consists of : Laboratory Batch No(s) 689025, 962705, 689067, 689096 This signature page, the laboratory review checklist, and the following reportable data: ❑X R1 Field chain -of -custody documentation; ❑X R2 Sample identification cross-reference; ❑X R3 Test reports (analytical data sheets) for each environmental sample that includes: a) Items consistent with NELAC 5 b) dilution factors, c) preparation methods, d) cleanup methods, and e) if required for the project, tentatively identified compounds (TICS). ❑X R4 Surrogate Recovery data including: a) Calculated recovery (%R), and b) The laboratory's surrogate QC limits. ❑X R5 Test reports/summary forms for blank samples; R6 Test reports/summary forms for laboratory control samples (LCSs) including: a) LCS spiking amounts, b) Calculated %R for each analyte, and c) The laboratory's LCS QC limits ❑X R7 Test reports for project matrix spike/matrix spike duplicates (MS/MSDs) including: a) Samples associated with the MS/MSD clearly identified, b) MS/MSD spiking amounts, c) Concentration of each MS/MSD analyte measured in the parent and spiked samples, d) Calculated %Rs and relative percent differences (RPDs) and e) The laboratory's MS/MSD QC limits ❑X R8 Laboratory anaytical duplicate (if applicable) recovery and precision: a) the amount of analyte measured in the duplicate, b) the calculated RPD, and c) the laboratory's QC limits for analytical duplicates. R9 List of method quantitation limits (MQLs) and detectability check sample results for each analyte for each method and matrix; ❑X R10 Other problems or anomalies. Exception Report for every "No" or "Not Reviewed (NR)" item in Laboratory Review Checklist and for each analyte, matrix, and method for which the laboratory does not hold NELAC accreditation under the Texas Laboratory Accreditation Program. Release Statement: I am responsible for the release of this laboratory data package. This laboratory is NELAC accredited under the Texas Laboratory Accreditation Program for all the methods, analytes, and matrices reported in this data package except as noted in the Exception Reports. The data have been reviewed and are technically compliant with the requirements of the methods used, except where noted by the laboratory in the Exception reports. By my signature below, I affirm to the best of my knowledge all problems/anomalies, observed by the laboratory have been identified in the Laboratory Review Checklist, and no information affecting the quality of the data has been knowingly withheld. Check, if applicable: [ ] This laboratory meets an exception under 30 TAC 25.6 and was last inspection by [ ] TCEQ or [ ] on (enter date of last inspection). Any findings affecting the data in this laboratory data package are noted in the Exception Reports herein. The offical signing the cover page of the report in which these data are used is responsible for releasing this data package and is by signature affirming the above release statement is true. Monica Tobar (loner 'Dbrl Project Manager 02-MAR-15 Name (Printed) Signature Official Title (printed) Date Al Page 55 of 60 Final 1.000 Attachment A (cont'd) : Laboratory Review Checklist: Reportable Data Laboratory Name: XENCO LABORATORIES LRC Date: 02-MAR-15 Project Name: 823.029 Laboratory Job Number: 502823 Reviewer Name: MOT Batch Number(s) : 699025, 962705, 699067, 699096 # I A 2 Description RI OI Chain -of -Custody (COC) Did samples meet the laboratory's standard conditions of sample acceptability upon receipt? Were all departures from standard conditions described in an exception report? R2 OI $ample and Quality Control (QC) Identification IAre all field sample ID numbers cross-referenced to the laboratory ID numbers? Are all laboratory ID numbers cross-referenced to the corresponding QC data? R3 OITest Reports Were all samples prepared and analyzed within holding times? Other than those results <MQL, were all other raw values bracketed by calibration standards? Were calculations checked by a peer or supervisor? Were all analyte identifications checked by a peer or supervisor? Were sample detection limits reported for all analytes not detected? Were all results for soil and sediment samples reported on a dry weight basis? Were % moisture (or solids) reported for all soil and sediment samples? Were bulk soil/solid samples for volatile analysis extracted with methanol per SW846 Method 5035? If required for the project, were TICS reported? R4 0 �urrogate Recovery Data Were surrogates added prior to extraction? Were surrogate percent recoveries in all samples within the laboratory QC limits? R5 OI est Reports/Summary Forms for Blank Samples Were appropriate type(s) of blanks analyzed? Were blanks analyzed at the appropriate frequency ? Were method blanks taken through the entire analytical procedure, including preparation and, if applicable, cleanup procedures ? (Were Blank Concentrations <MQL? R6 OI P,aboratory Control Samples (LCS): Were all COCs included in the LCS? Was each LCS taken through the entire analytical procedure, including prep and cleanup steps? Were LCSs analyzed at the required frequency? Were LCS (and LCSD, if applicable) %Rs within the laboratory QC limits? Does the detectability check sample data document the laboratory's capability to detect the COCs at the MDL used to calculate the SDLs? Was the LCSD RPD within the QC limits? R7 OI Matrix Spike (MS) and Matrix Spike Duplicate (MSD) data [Were the project/method specified analytes included in the MS and MSD? (Were MS/MSD analyzed at the appropriate frequency? IWcre MS (and MSD, if applicable) %Rs within the laboratory QC limits? Were MS/MSD RPDs within the laboratory QC limits? R8 OI nalytical Duplicate Data (Were appropriate analytical duplicates analyzed for each matrix? ere analytical duplicates analyzed at the appropriate frequency? (Were RPDs or relative standard deviations within the laboratory QC limits? R9 OI Method Quantitation Limits (MQLs) IAre the MQLs for each method analyte included in the laboratory data package? IDo the MQLs correspond to the concentration of the lowest non -zero calibration standard? IAre unadjusted MQLs and DCSs included in the laboratory data package? R10 OI Other Problems/Anomalies IAre all known problems/anomalies/special conditions noted in this LRC and ER? Its the laboratory NELAC-accredited under the Texas Laboratory Accreditation Program for the analytes, matrices and methods associated with this laboratory data package? Was applicable and available technology used to lower the SDL to minimize the matrix interference effects on the sample results? X X X X X X X X I X �I I X X ' 22 X X X X X X X X X X X A2 Page 56 of 60 Final 1.000 Attachment A (cont'd) : Laboratory Review Checklist: Reportable Data Laboratory Name: XENCO LABORATORIES LRC Date: 02-MAR-15 Project Name: 823,029 Laboratory Job Number: 502823 Reviewer Name: MOT Batch Number(s) : 689025, 962705, 689067, 689096 t z # A ItCalibration Yes I NA NR ER#s s aS1 OI1�nitial (ICAL) I� No Were response factors and/or relative response factors for each analyte within QC limits? X (Were percent RSDs or correlation coefficient criteria met? X IWas the number of standards recommended in the method used for all analytes? X (Were all points generated between the lowest and the highest standard used to calculate the curve? X IAre ICAL data available for all instruments used? X IHas the initial calibration curve been verified using an appropriate second source standard? X S2 OI �nitial and Continuing Calibration Verification (ICCV and CCV) and continuing calibration blank Was the CCV analyzed at the method -required frequency? X Were percent differences for each analyte within the method -required QC limits? X Was the ICAL curve verified for each analyte? X Was the absolute value of the analyte concentration in the inorganic CCB <MDL? X S3 O Bass Spectral Tuning Was the appropriate compound for the method used for tuning? Were ion abundance data within the method -required QC limits? S4 O �nternal Standard (IS) Were IS area counts and retention times within the method -required QC limits? S5 OI II2aw Data (NELAC 5.5.10) Were the raw data (for example, chromatograms, spectral data) reviewed by an analyst? Were data associated with manual integrations flagged on the raw data? S6 O Dual Column Confirmation IDid dual column confirmation results meet the method -required QC? S7 O II'Tentatively Identified Compounds (TICS) Ilf TICS were requested, were the mass spectra and TIC data subject to appropriate checks? S8 I interference Check Sample (ICS) Results Were percent recoveries within method QC limits? S9 I Serial Dilutions, Post Digestions Spikes, and Method of Standard Additions Were percent differences, recoveries, and the linearity within the QC limits specified in the method? S10 01 Method Detection Limit (MDL) Studies Was a MDL study performed for each reported analyte? Is the MDL either adjusted or supported by the analysis of DCSs? Sill OI 1Pronciency Test Reports IWas the laboratory's performance acceptable on the applicable proficiency tests or evaluation studies? S12I OI I1Standards Documentation IAre all standards used in the analyses NISI -traceable or obtained from other appropriate sources? S13I OI `Compound/Analyte Identification Procedures IJIAre the procedures for compound/analyte identification documented? S14I OI IDemonstration of Analyst Competency (DOC) (Was DOC conducted consistent with NELAC Chapter 5? Is documentation of the analyst's competency up-to-date and on file? S15I OI I�7erification/Validation Documentation for Methods (NELAC Chapter 5) IIAre all methods used to generate the data documented, verified, and validated, where applicable? S16I OI Laboratory Standard Operating Procedures (SOPs) IIAre laboratory SOPS current and on file for each method performed? X 1. Items identified by the letter "R" must be included in the laboratory data package submitted to the TCEQ-required report(s). Items identified by the letter "S" should be retained and made available upon request for the appropriate retention period. 2. O = organic analyses; I = inorganic analyses (and general chemistry, when applicable). 3. NA = Not applicable; 4. NR = Not reviewed; 5. ER# = Exception Report Identification number (an Exception Report should be completed for an item if "NR" or "No" is checked). A3 Page 57 of 60 Final 1.000 Attachment A (cont'd): Laboratory Review Checklist: Exception Reports Laboratory Name: XENCO LABORATORIES Project Name, 823.029 Reviewer Name: MOT ER# i DESCRIPTION LRC Date: 02-MAR-15 Laboratory Job Number 502823 Batch Number(s) : 689025, 962705, 689067, 689096 The solid samples were submitted in bulk jars and were therefore prepared by method 5030. SW8260B Batch 962665, Surrogate 4-Bromofluorobenzene recovered above QC limits. Matrix interferences is suspected; data confirmed by re -analysis Samples in the analytical batch are: 502823-001. SW8260B Batch 962665, Lab Sample ID 502823-001 was randomly selected for Matrix Spike/Matrix Spike Duplicate (MS/MSD). n-Butylbenzene recovered below QC limits in the Matrix Spike 1,2,3-Trichlorobenzene, 1,2,4-Trichlorobenzene, Naphthalene recovered below QC limits in the Matrix Spike and Matrix Spike Duplicate Bromobenzene, Bromochloromethane, MTBE recovered below QC limits in the Matrix Spike Duplicate. 1,2,4-Trimethylbenzene recovered above QC limits in the Matrix Spike Duplicate. Outlier/s are due to possible matrix interference. Samples in the analytical batch are: 502823-001, -002, -005, -006, -007. The Laboratory Control Sample for Bromochloromethane, MTBE, Naphthalene, 1,2,4-Trimethylbenzene, Bromobenzene, n-Butylbenzene, 1,2,4- Trichlorobenzene, 1,2,3-Trichlorobenzene is within laboratory Control Limits, therefore the data was accepted. SW8260B Batch 962712, Lab Sample ID 502823-003 was randomly selected for Matrix Spike/Matrix Spike Duplicate (MS/MSD). 1,2,3-Trichlorobenzene, 1,2,4-Trichlorobenzene, Hexachlorobutadiene recovered below QC limits in the Matrix Spike and Matrix Spike Duplicate. n- Butylbenzene recovered below QC limits in the Matrix Spike Duplicate. 1,2-Dibromo-3-Chloropropane recovered above QC limits in the Matrix Spike Duplicate. Outlier/s are due to possible matrix interference. Samples in the analytical batch are 502823-003, -004. The Laboratory Control Sample for n-Butylbenzene, 1,2,4-Trichlorobenzene, 1,2,3-Trichlorobenzene, Hexachlorobutadiene, 1,2-Dibromo-3- Chloropropane is within laboratory Control Limits, therefore the data was accepted. SW8260B Batch 962665, 1,1,1-Trichloroethane, Bromobenzene, Bromochloromethane, MTBE, Sec -Butyl benzene, n-Butylbenzene RPD between matrix spike and duplicate was outside QC limits. Samples in the analytical batch are: 502823-001, -002, -005, -006, -007 SW8260B Batch 962712, n-Butylbenzene RPD between matrix spike and duplicate was outside QC limits. Samples in the analytical batch are: 502823-003, -004 1 ER# = Exception Report identification number (an Exception Report should be completed for an item if "NR" or "No is checked on the LRC). A4 Page 58 of 60 Final 1.000 U Z c6 Z7j Temp Device: XDA CHAIN OF CUSTODY As Read: k4 C I;-o.9) X?��Nco O R I E S Page a Corrected: 3�1 C Setr/ng the Srandard erne 1990 Stef/ord,Texas (281.210-4200) Odessa, Texas(432.563-INO) Lakeland, Florida(8634464528) Dollar, Tens (214-902-0300) Norcross, Georgls MG-449.66g0) Tampa, Florida (813-020.20D0) Service Center - San Antonio, Texas (210-509-3334) www.xenco.com Ix.mao O"m ♦ Ix.nc Job I ArMi d Inluner<7n P Matrix Codes Client / Re ng Information i Project information Company Name ranlch: Project Name/Number: A. Air 40 to gTllit. (iRa&: i.i- 9 s . SoiVSedfSoild Comps A Pro)ect Locatlon: GW -Ground Wslsr 82 i7ANA44rlHN gwjt ,, SL rM t 2-4- �p�' V OT,rPr1 98 DIN . Drinking Water BWE D O P . Product Email: PRO Q tjk- rn �� PhD- No: Invoice To: v SW • Surfece water NCRAMF-0 AOA-M. Corn8iZ-rep -HT$ AtpSrr►�7S .➢Ay9gg1 �L►M-M, CCrr� �+ w.�wt.w Water Project Contact: W • W►pe PR6b sit y PO Num1w: 0 • on Samplers's Name W WW. Waste Water No, Field ID 1 Point of Collection c Sam e a w Depth Date Time Lieber bow" za x 3 i i Field Comments CD 7, g.rs :ka 9159c, `r i 4— z 7-10, K YL 1C a Y`l. ' y 3 cc-74 T �' sic zo t7140 S z +c �4dc ; y b �Ilcj 4 S�� Z!!g l tQa "L X ~Y`L 1100- CkAj— s SB—Z6 IS=�6" char' Zlt4 IS"cS" F z sC n �`L y- — w 6 SK-Z� t7�--�ct' 12.YV' 7,170 4-'StIN �- K c. ct�� 4�� FA� $�'?8 1 —16 f tZ �4►' x/zp ►)'! Zee, 9 10 Tvrta►earN Tarty I flrmineaa thee i Dow DMlvanela anronnaaan Notm: m sane Day TAT /�Dey 7 AT Lrrwl N 8td DC Level IV (Fva Date take AIM daaa) i- RL o P ' CD CD I Hart Day EMERGENCY C17 Day TAT � Level N Bid OC+ Forms F-1 TRRP Least IV 2 Day EMERGENCY Contract TAT a level 3 (CLIP Forms) F-] UST / RG 411 2 My EMERGENCY TRRP Checkeat TAT Starts Day received by Lab. It received by 3.•00 pm FED -EX / UPS: Tracking e SAMPLE CUaTODYa`a--�T rE ppCUMENTEG BELOW ACM TIME 9AMPLEe CHANGE•INCLUDING COURIER DEWY FW paY Tlum 151,0 RecNwd Fiat IngWeh Daq Tkm: /� By: 1 Zl�rr 1 L 2 Deb Time: RT: C to ZviD 4 Tln }f� ved By: 3 Z ��� ,! _ .� IG 4 Relkpu Dew R"Ved By: aNbdy seal ► Pr w is ap; Il We On Ica Cooler Temp. Thermo. Corr. Factor a a n n Notice Spnatun of this dowmeM and ralrwwa"nt d nmOn con3own . valid o.eften wdw km [ lam oerrp any to XE NCO Laoorawrbe and as aa4on. sutwnvacton and ee.pro XENCOL eundard te—a and oondems d service union pravawry MK Wlated under a tiM ereeuled diard eontrael m XENCO LaboratoriesuiI Prelo in/Nonconformance Report- Sample Log -in Client: W&M Environmental -Ft. Worth Acceptable Temperature Range: 0 - 6 degC Date/ Time Received: 02/20/2015 05:35:00 PM Air and Metal samples Acceptable Range: Ambient Work Order #: 502823 Temperature Measuring device used : XDA Sample Receipt Checklist Comments #1 *Temperature of cooler(s)? 3.5 #2 *Shipping container in good condition? Yes #3 *Samples received on ice? Yes #4 *Custody Seals intact on shipping container/ cooler? No #5 Custody Seals intact on sample bottles? No #6 *Custody Seals Signed and dated? No #7 *Chain of Custody present? Yes #8 Sample instructions complete on Chain of Custody? Yes #9 Any missing/extra samples? No #10 Chain of Custody signed when relinquished/ received? Yes #11 Chain of Custody agrees with sample label(s)? Yes #12 Container label(s) legible and intact? Yes #13 Sample matrix/ properties agree with Chain of Custody? Yes #14 Samples in proper container/ bottle? Yes #15 Samples properly preserved? Yes #16 Sample container(s) intact? Yes #17 Sufficient sample amount for indicated test(s)? Yes #18 All samples received within hold time? Yes #19 Subcontract of sample(s)? No #20 VOC samples have zero headspace (less than 1/4 inch bubble)? NIA #21 <2 for all samples preserved with HNO3,HCL, H2SO4? Except for N/A samples for the analysis of HEM or HEM-SGT which are verified by the analysts. #22 >10 for all samples preserved with NaAs02+NaOH, ZnAc+NaOH? NIA * Must be completed for after-hours delivery of samples prior to placing in the refrigerator Analyst: Checklist completed by: Checklist reviewed by: PH Device/Lot#: Khoi Le Date: 02/23/2015 Date: 02/23/2015 Page 60 of 60 Final 1.000 GC-5.04.D Fort Worth and Western Railroad Right of Entry and Insurance Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV— Section 1: Part 10— Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 Fort Worth & Western Railroad Insurance Requirements A. Commercial General Liabilitv insurance. This insurance shall contain broad form contractual liability with a single limit of at least $2,000,000 each occurrence or claim and an aggregate limit of at least $4,000,000. • Bodily injury including death and personal injury • Property damage • Fire legal liability (Not less than the replacement value of the portion of the premises occupied) • Products and completed operations The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance: • The employee and worker's compensation related exclusions in the above policy apply only to Contractor's employees • The exclusions for railroads (within fifty feet (50') from any railroad including but not limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings), and explosion, collapse and underground hazard shall be removed • Waiver of subrogation B. Business Automobile Coverage insurance. This insurance shall contain a combined single limit of at least $2,000,000 per occurrence or claim, including but not limited to coverage for the following: • Bodily injury and property damage • Any and all motor vehicles including owned, hired and non -owned The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance: • The employee and worker's compensation related exclusions in the above policy apply only to Contractor's employees • The exclusions for railroads (within fifty feet (50') from any railroad including but not limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings), and explosion, collapse and underground hazard shall be removed C. Workers Compensation and Emplovers Liability insurance including but not limited to: • Contractor's statutory liability under the workers' compensation laws of the state(s) affected by this Agreement • Employers' Liability (Part B) with limits of at least $1,000,000 each accident, $1,000,000 disease policy limit $1,000,000 each employee If Workers Compensation insurance will not cover the liability of Contractor in states that require participation in state workers' compensation fund, Contractor shall comply with the laws of such states. If 10/10/2012 1 of 2 Contractor is self -insured, evidence of state approval must be provided along with evidence of excess workers compensation coverage. Coverage shall include liability arising out of the Federal Employers Liability Act, if applicable. The policy shall also contain the following endorsement which shall be indicated on the certificate of insurance: • Alternate Employer Endorsement (D) Pollution Liability Insurance. Pollution Liability Insurance must be written on ISO form Pollution Liability Coverage Form Designated Sited CG 00 39 12 04 (or a substitute form providing equivalent coverage), with limits of at least $2,000,000 per claim and an aggregate limit of $4,000,000 with a deductible not to exceed $1,000,000. Contractor warrants that any retroactive date applicable to the coverage under the policy is the same as or precedes the Effective Date of this Agreement; and that continuous coverage will be maintained or an extended discovery period will be exercised for a period of five (5) years beginning from the time the work under this Agreement is completed or if coverage is cancelled for any reason the extended discovery period will be exercised for the maximum time allowed by the policy. If the scope of work as defined in this Agreement includes the disposal of any hazardous or non- hazardous materials form the Premises, Contractor shall be responsible for any and all losses claims or demands arising from the disposal site operator accepting and/or disposing of such materials. (E) Umbrella or Excess Insurance — Umbrella or Excess Liability Insurance must be written on a "follow form" over the insurance coverage required in Items A, B and C above, with limits of $10,000,000. (F) Railroad Protective Liabilitv Insurance. Railroad Protective Liability Insurance ("RPLI") must be provided by the Contractor, or its contractor, prior to commencing, and at all times when, Contractor or its contractors are performing any work on the Premises. RPLI shall provide coverage of at least $5,000,000 per occurrence and $5,000,000 in the aggregate. The policy shall be issued on a standard ISO form CG 00 35 12 07 (or a substitute form providing equivalent coverage). The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance: • Licensor named as the insured. • Policy shall not include a Deductible or Self Insured Retention • Pollution Exclusion Amendment • Limited Seepage and Pollution and Contamination Endorsement. • Evacuation Expense Coverage Endorsement. • No other endorsements restricting coverage may be added. 10/10/2012 2 of 2 FWWR TRACK DEPARTMENT MEMO To: Contractors/Consultants working on FWWR property (or trackage rights property) From: D. Guido, Chief Engineer Date: December 2, 2011 Subject: Roadway Worker Protection/On-Track Safety Orientation for Contractors on FWWR Fort Worth & Western Railroad requires all personnel who will be in the right-of-way to participate in the FWWR Roadway Worker Protection/On-Track Safety (RWP/OTS) Contractor Orientation Program. The program is designed to help personnel avoid putting themselves in a POSITION OF PERIL on our property. This is accomplished through basic training on how to stay safe and aware around live railroad tracks. FWWR's training contractor is National Railroad Safety Services (NRSS). Your contact for scheduling, cancellations or questions is Rich Marion at: (513) 266-2130 or email: rmarion@nrssinc.net. Locations: MAP AND 1. NRSS Training Facility, 730 E. Park Boulevard, Suite 108, Plano, TX 75074. Capacity 20. DIRECTIONS 2. Your facility (or you rent facility) —additional charges include trainer's travel time/mileage. next page The orientation session generally runs from 45 minutes to an hour in duration, including a 25-question multiple-choice exam. Only participants passing the examination will be permitted on the property. A qualification card will be issued to each participant after the exam, indicating training date; training is good for a period of twelve months. Fee schedule (2011/2012 calendar vear): • 1 to 4 individuals = $220.00. • Each additional individual = $55.00. • Maximum class size in PLANO = 20. • Training hosted at your facility: $50/hour instructor travel time and $0.55/mile. Schedulina: • Classes will be scheduled between the hours of 8:OOAM-4:OOPM CST, Monday through Friday. • NRSS requires three business days (72 hours) advanced notice for scheduling. • Scheduling is first -come -first -serve basis. • Your contact for scheduling is Rich Marion at: (513) 266-2130 or email: rmarion@nrssinc.net • IF ANY PARTICIPANTS REQUIRE SPECIAL ACCOMODATIONS NOTIFY NRSS DURING SCHEDULING. • If participants require training/materials in Spanish request bilingual training during scheduling. Additional instructions: • Cancellations must be made by 4:OOPM CST weekday prior to scheduled training. • Payment must be made in full prior to or same day of training. • NRSS reserves the right to cancel because of weather conditions with no charge to client. Class will be rescheduled at the earliest opportunity. • Travel time for instructor (if at your facility) is portal to portal time from Plano, TX location. • Returned/bounced check fee $35.00. Qualification badge replacement fee $10.00. • Each participant must have a photo ID before taking training class. TRAINING WILL BE IN THE ENGUSH LANGUAGE If you require English/Spanish instruction and materials you must request this during scheduling. TRA(K DEPARTMENT I DO IT RIGHT EVERY TIME and don't put yourself in a POSITION OF PERIL NRSS Training Facility, 730 E. Park Boulevard, Suite 108, Plano, TX 75074 From Highway 75 in Plano headina north on 75: • Exit # 29 for 15t' Street and go about half a mile on access road • Turn right on E. Central Parkway (by Denny's Restaurant) and go one-half mile • Driveway entrance to complex is on the left side — look for "RMB Realtor" sign. • NRSS building is Building 730 —go to Suite 108 From Highway 75 in Plano headina south on 75: • Exit # 29A on North Central Express Way • Go about one mile and watch for Park Boulevard sign (will be on the right-hand side) • Turn right onto Chisholm Place; turn right onto W Park Boulevard at traffic light • Go over freeway • Driveway entrance to complex is on the right- hand side — look for "Brandywine Place" sign on right • NRSS building is Building 730 — go to Suite 108 ..roxn n C. e w a »41, a mI ^• �;;o,;� TRACK DEPARTMENT ' DO IT RIGHT EVERY TIME and don't put yourself in a POSITION OF PERIL 1 FORT WORTH & WES�* r! V vv vv L� \1_11J. FLAGGING REQUEST FORM To be completed by FWWR Job name For questions, scheduling, and Sub/M.P. cancellation: TWC or Restricted? FWWR Job Number I Cancellations must be made by phone (no Brief Description I voicemail) 24-hours in advance. Est. calendar duration Larry Hopkins Agreement name, National Railroad Safety Services parties, effective date (m) 214.417.7400, (o) 817-275-6777 CSJ if applicable Submit form by email to: Bill Parker, Dir. Planning, wrp@fwwr.net Current flagging information • Flagger required when within 25' of center line of track with men, material or equipment • Flagger may be required at any time work is performed by a third party in FWWR right-of-way • $140.00/hour, eight -hour minimum per day = STANDARD RATE • Terms: Net 30 days, outstanding balances after 30 days will be charged a $25 dollar late fee and finance charge of 1.5% per month. • Requesting party shall be liable for all attorney fees and costs necessarily incurred to collect overdue amounts • Flagging day (8-hour minimum) includes travel time, job briefing time, flag set up time • Rates include all applicable taxes; flagging billable monthly, Net 30 basis, billed per oroiect agreement • $210.00/hour (1 '/2 time) from eight to twelve hours = OVERTIME RATE • Projects with a flagging day up to 12 hours per 24-hour period require a single flagger* • Projects with a flagging day from 13 to 16 hours per 24-hour period require two eight -hour flagger shifts • Projects with a flagging day from 16 to 24 hours per 24-hour period require three eight -hour flaggers shifts • Flagging should be scheduled no less than 10 days in advance • Cancellations must be made by phone (no voicemail) 24-hours in advance To be completed by Requestor ***************MUST COMPLETE "BILL TO PARTY" OR REQUEST WILL BE DENIED*************** Company Name Contact Name/Title Phone numbers Email Address Fax Number Mailing Address for Invoices, This the "BILL TO PARTY" Brief Description of Planned Work. Note portions within 25' of center line. Recommend attaching exhibit with submittal of this form. R.R. M.M. or Xing Estimated Duration Is T.R.O.E. done ? FWWR 010 238 01/5/2015 FORT WORTH & WESTERN RAILROAD COMPANY Application for Temporary Right of Entry onto FWWR Property Important: Attach a $500.00 application fee to this request and send with engineering specifications, shoring plans and maps to: Fort Worth & Western Railroad Company Tax ID: 75-2267711 Attention: Patsy Hayes 6300 Ridglea Place, Suite 1200 Fort Worth, TX 76116 Date of Application: Applicant's Name: Applicant's Address: Applicant's Tax ID or SS No.: Contact Person for Application: Phone Number: Email Address: Type of Crossing Requested: 0 Overhead (Aerial) Crossing 0 Grade Crossing 0 Private/Agricultural 0 Commercial 0 Underground Crossing 0 Petroleum Pipeline ( 0 Oil 0 Water Line 0 Sewage Line 0 Electrical Line 0 Communications Line 0 Other (Explain below) Size of Pipe Applicant is a: 0 Public Utility 0 Municipality 0 Water District 0 County of State 0 Common Carrier 0 Individual 0 Private (For Profit) Corporation 0 Gas 0 Other) Line Voltage No. of Lines Page 1 Temporary Right of Entry Application (Continues) BRIEFLY DESCRIBE THE INTENDED USE OF THE CROSSING: Contact information for individual signing Temporary Right of Entry Agreement Name Address Phone Number Project Location: City County State Railroad site location information: Mile Post Subdivision Other pertinent location details Time period for beginning and ending of the project. - Start Date: End Date: Will you be working within 25-feet of the center of track? ( ) No ( ) Yes (If yes, a flagman will be required. The cost is $125.00 an hour to you.) Will there be any excavation involved? ( ) No ( ) Yes (Must comply with AREMA standards) Application okayed by. - Date application okayed: IMPORTANT: Application fee, engineer specification(s), shoring plans and maps must be attached. Application without these items will be returned to you and not considered by Fort Worth & Western Railroad Company until supplied. Engineer specification and shoring plans will be sent to Chief Engineer for approval. Allow 10 days for processing FWWR 010 227 8/11 Page 2 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 FORT WORTH City of Fort Worth Business Equity Division INSTRUCTIONS TO BIDDERS ABOUT THE BUSINESS EQUITY GOAL Bid number: 00969 Business Equity Goal: 17 % It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal is established for a bid, it means that the City of Fort Worth believes that there are Business Equity Firms available that can provide goods or services requested by the bid. The Business Equity Goal for Bid number 00969 is 17 %. This means that the City believes that there are available Business Equity Firms that can provide goods or services required by this bid and therefore, 17 % of the Bidder's awarded amount must be spent with a Business Equity Firm. All requirements and regulations stated in the City's current Business Equity Ordinance #25165-10-2021 apply to this bid. Definitions are at the end of this document. Because a Business Equity Goal has been established for this bid, in order for your bid to be considered, a Bidder must satisfy one (1) of the conditions below. A. Commit to Meet or Exceed the Business Equity Goal Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount with the Business Equity Firm(s). Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following two (2) forms: a. Utilization Plan b. Letter(s) of Intent B. Prove a Good Faith Effort Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful. This can occur in two (2) ways: 1) Bidder proposes a smaller Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Epuity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following three (3) forms: a. Utilization Plan b. Letter(s) of Intent c. Good Faith Effort 2) Bidder proposes a 0% Goal Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of Certified Firms Form" located at the City of Fort Worth's Business Epuity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance &20-370 (a) page for requirements of an acceptable Good Faith Effort. C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project as the Prime Contractor Bidder must show that the Bidder is providing all of the goods and services through their own company and that there are no goods or services provided by a third party or an affiliate. Bidder will not purchase any supplies or inventory from a third party. Step 1: Must submit Prime Contract Waiver Form D. Create a Joint Venture with a Business Equity Firm At least one or both of the firms must be a Business Equity Firm Step 1: Must submit Joint Venture Form DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS Bidders must submit sealed bids to be opened at the date, time, and place stated in the solicitation for the public opening of bids. Faxed copies will not be accepted. FREQUENTLY ASKED QUESTIONS 1. If I am Business Equity Firm, can I count my performance of the bid? Answer. A Business Equity Prime Contractor can count its self -performance towards meeting the Business Equity Goal for the assigned North American Industry Classification System (NAICS) commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE) certification. 2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the goods under the bid, can I count my performance under the Bid? Answer. If the Business Equity Prime cannot self -perform all of the work, it will be accountable for subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under the "Significant Business Presence" definition may count in the Program upon approval of DVIN-BE. 3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I complete the form? Answers: a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no later than 2:00 PM on the third business day after bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self -performed services towards meeting a Business Equity Goal. G. Non-compliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value procurement does not timely submit its Utilization Plan with the required documents, that bidder will be deemed Non -Responsive. For a low bid procurement, the City will notify the next lowest bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on the third business day after the bidder receives notification. This process will be followed until a bidder submitting the required documents is selected. DEFINITIONS Business Equity Firm means an Independent Firm that is a Certified minority- and/or women -owned business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace. Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county Marketplace; the availability of Business Equity Firms and non -Business Equity Firms in the Marketplace determined ona Contract -by -Contract basis; and the subcontracting/supplier opportunities of each project. Certified means those firms identified by the North American Industry Classification System (NAICS) that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW /MSDC), Women's Business Council -SW (WBCS), Texas Department of Transportation (TxDOT) or another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort Worth. DVIN-BE means the City's Department of Diversity and Inclusion — Business Equity Division Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as described inthe Business Equity Ordinance �20-370 (g). Joint Venture means a business entity formed by two or more independent Persons for the purpose of pursuing a common objective, such as a prime contract. The resulting business entity has additional resources and capacity, enhancing its ability to compete for larger awards. A joint venture is generally characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture, the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 % interest but in most cases, not less than 20%. Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e., Tarrant, Dallas, Denton, Johnson, Parker and Wise counties). Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance. Significant Business Presence means a Person (1) which has its principal place of business located inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but has been verified to be in existence for a minimum of 24 months and from which at least 20% of the business's workforce is based in the Marketplace; or (3) which has cumulative business receipts greater than $1,000,000 for work done in the Marketplace since January 1, 2013. Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the percentages of the work to be performed. VIOLATIONS AND SANCTIONS 1. Failure to comply with the City's Business Equity Ordinance will result in the bid being considered "Non -Responsive." 2. Failure to submit the required Business Equity forms and documentation will result in the bid being considered non -responsive and a "written warning" letter that may impact the Offeror's evaluation scoring on future City bid opportunities for up to 12 months, refer to Ordinance &20-373 on VIOLATIONS AND SANCTIONS for continued offenses or failures to comply. If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division Email: DVIN_BE@fortworthtexas.gov I Phone: 817-392-2674 City of Fort Worth ATTACHMENT 1A FORT WORTH Business Equity Utilization Form Page 1 of Disadvantaged Business Enterprise Utilization Form (Applicable if Federally -Funded) PRIME/OFFEROR/OWNER COMPANY NAME: PROJECT NAME: WATER & SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT, SECTION I: PART 10 — WATER & SANITARY SEWER RELOCATIONS, FORT WORTH CENTRAL CITY WBS No. 07.05 PROJECT NUMBER: BID DATE: City's Business Equity Goal: Offeror's Business Equity (or DBE) 00969 3/2/23 ❑ (Check if addressing DBE Goal) 17 % Commitment: Check all applicable boxes to describe ❑ Not Certified MBE WBE DBE HUB ❑VOSB Section 3 Prime/Offeror/Owner's Classification: Certifying Agency: ❑NCTRCA ❑D/FW MSDC F—]TXDOT ❑WBCS Other Ethnicity: ❑African American ❑Hispanic Caucasian Asian ❑ Native American Gender: ❑Male ❑Female 0 Non -Binary Definitions: Business Equity Firm: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise HUB: Historically Under Utilized Business VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors ALL BUSINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD Failure to complete this form, in its entirety, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. Exception: CFA. ICA. and CDBG Droiects. documents will be submitted to the Citv Proiect Manaaer if *i`* bid or to the Developer if privately bid. The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth (Exception: Developer Droiects). The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. Business Equity firms listed toward meeting the project goal must be located in the City's marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. The marketplace is the Citv of Fort Worth includina Dortions of Denton. Parker. Wise. and all of Tarrant. Dallas. and Johnson rn" Certified means those Business Equity Firms, located within the Marketplace, that have been determined to be a bona -fide minority or women business enterprise by the North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council -Southwest (WBCS). If hauling services are utilized, the Prime/Offeror will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be used on the contract. The Business Equity firms may lease trucks from another Business Equity firm, including Business Equity owner -operated, and receive full Business Equity credit. The Business Equity firm may lease trucks from non -Business Equity firms, including owner -operated, but will only receive credit for the fees and commissions earned by the Business Equity as outlined in the lease agreement. Federally -funded Projects (ONLY), Counting DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies towards the goal. If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a DBE neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases, the Prime/Offeror is responsible to identify the amounts to be used toward the committed DBE goal. Note: For DBE Goals, 60% of the services count towards the goal. Effective 01/01/2021 Updated 03/24/2022 FORT WORTATTACHMENT 1A WORTH - WO Business Equity Utilization Form Page 2of4 Please note that only certified Business Equity firms will be counted to meet the Business Equity goal. Prime/Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Business Equity firms and non -Business Equity firms. Prime/Offerors must identify by tier level all subcontractors/suppliers. Tier: means the level of subcontracting below the Prime/Offeror i.e. a direct payment from the Prime/Offeror to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. Business Equity firms are to be listed before non -Business Equity firms. The Prime/Offeror is responsible to provide proof of payment of all tiered sub-contractors/suppliers identified as a Business Equity firm and counting those dollars towards meeting the contract committed goal. Certified Business Equity Prime/Offeror Contractors counting their self -performance towards meeting the contract goal, must be certified within those NAICS commodity codes with a certifying agency acceptable by the City of Fort Worth. Certified Business Equity Prime/Offeror counting self -performing services towards the goal, the service(s) to be performed should be listed first on the Utilization form. Check this box nif certified Prime Contractor services will be counting towards the Business Equity contracting goal. Please list services first below. Please list certified Business Equity firm names as listed on their certification, including DBA names. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS Business Name: (Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: 'hone: :mail: .ontact Person: TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Specify Tier Certification Agency Name 1st Tier Certified By: /FW MSDC FINCTRCA ❑TXDOT F_]WBCS ❑Other: Certified By: 11DFW MSDC F-INCTRCA _JTXDOT ❑WBCS ]Other: Certified By: ]DFW MSDC 7NCTRCA ❑WBCS Gender and Ethnicity: 11 Male Female ❑ Non -Binary African American ❑ Hispanic Asian Caucasian ❑Native American Male D Female Non -Binary African American Hispanic Asian Caucasian ❑ Native American Male Female ❑ Non -Binary African American 1-1 Asian Caucasian ❑ Hispanic Native American Effective 01/01/2021 Updated 03/24/2022 FORT WORTH Business Equity Utilization Form Please include multiple copies of this page if needed to list all contractors and suppliers. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: Business Name: Address: Phone: Email: Contact Person: TYPE OF SERVICES/SUPPLIES Specify Tier PROVIDED (NAICS Required) Name 1st Tier ype of Service/.Supplies: S Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: NAICS Code: $ AMOUNT: Type of Service/Supplies: CS Code: $ AMOUNT: ATTACHMENT1A Page 3 of 4 Certification Agency Gender and Ethnicity: Certified By: ❑ Male ❑ Female ❑ Non -Binary ' ]D/FW MSDC African American ❑ Hispanic (NCTRCA ]TXDOT ❑WBCS []Asian ]Other: Caucasian Native American I Certified By: ❑ Male Female ❑ Non -Binary ]DFW MSDC African American NCTRCA Hispanic :�ITXDOT ❑WBCS ❑Asian ]Other: ❑ Caucasian ❑ Native American i Certified By: Male ❑ Female Non -Binary ]DFW MSDC ❑African American Hispanic ]NCTRCA ❑WBCS I ❑Asian ❑TXDOT Other: ` Caucasian Native I American Certified By: I ❑Male ❑Female ❑Non -Binary DFW MSDC ]NCTRCA ❑African American Hispanic :]TXDOT ❑WBCS ❑Asian Other: ❑ Caucasian Native American Effective 01/01/2021 Updated 03/24/2022 FORT WORT H Business Equity Utilization Form Total Dollar Amount of Certified Prime/Offeror Services towards contract goal $ Total Dollar Amount of Business Equity (or DBE if applicable) Subcontractors/Suppliers $ Total Dollar Amount of Non -Business Equity Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS $ ATTACHMENT 1A Page 4 of 4 The Prime/Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Business Equity Division through the submittal of a Request for Approval of Change/Addition online. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Prime/Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including non -Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Prime/Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Authorized Signature Title Company Name Address City/State/Zip Code Department of Diversity and Inclusion - Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Ph: 817-392-2674 Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Effective 01/01/2021 Updated 03/24/2022 FORT WORTH City of Fort Worth Business Equity (M/WBE) Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: PROJECT NAME: WATER A SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CRY PROJECT, SECTION I: PART 10-WATER A SANITARY SEWER RELOCATIONS, FORT WORTH CENTRAL C a City's MBE Project Goal: 17 Offeror's MBE Project Commitment: ATTACHMENT 1B Page 1 of 1 Check applicable block to describe Prime �]L— MM/BE NON-MWBE — UB DATE _ 3/2/23 PROJECT NUMBER 00969 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if bQih answers are yes. Failure to complete this form in its entirety and be received by the Purchasinq Division no later than 2:00 D.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including certified M/WBE(s) on this contract, the payment thereof and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participatinq in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Business Equity Division Rev. 3113/2022 Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817)392-2674 FORT WORTH® City of Fort Worth ATTACHMENT 1C Business Equity Division Page 1 of 4 Good Faith Effort Form PRIME/OFFEROR COMPANY NAME: PROJECT NAME: WATER 8 SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CITY PROJECT, SECTION I PART 10- WATER & SANITARY SEWER RELOCATIONS, FORT WORTH CENTRAL C Q Check applicable box to describe Prime/Offeror's Certification �Tusiness Equity Non -Business irm �❑ I Equity Firm BID DATE 3/2/23 Business Equity Goal: Offeror's Business Equity Goal Commitment: PROJECT NUMBER 17 Rio % 00969 If the Offeror did not meet or exceed the Business Equity Goal for this project, the Prime/Offeror must complete this form. If the Prime/Offeror's method of compliance with the Business Equity Goal is based upon demonstration of a "Good Faith Effort", the Prime/Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Prime/Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if publicly bid or to the Developer if privately bid. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a Business Equity firm or non -Business Equity firm. (DO NOT LIST NAMES OF FIRMS). On all projects, the Prime/Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Effective 03/15/2022 ATTACHMENT1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity subcontractors and/or suppliers from the City's Business Equity Division. Yes ❑ No Date of Listing 3.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes, attach list to include name of Business Equity firm, ep rson contacted, phone number and date and time of contact.) ❑ No 4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are opened? Yes (If yes, attach list to include name of Business Equity firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the NO GFE non -responsive.) 5.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? ❑ Yes (If yes, attach email confirmation to include name of Business Equity firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the NO email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non -responsive.) NOTE: The three methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Prime/Offeror must document that either at least two attempts were made using two of the three methods or that at least one successful contact was made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru 5. 6.) Did you provide plans and specifications to potential Business Equity firms? Yes No 7.) Did you provide the information regarding the location of plans and specifications in order to assist the Business Equity firms? Yes No Effective 03/1512022 ATTACHMENT1C Page 3 of 4 8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their skill set? ❑ Yes (If yes, attach all copies of quotations.) ❑ No 9.) Was the contact information on any of the listings not valid? (if yes, attach the information that was not valid in order for the Business Equity Division to address Yes the corrections needed.) ❑ No 10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Prime/Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain Business Equity firm participation on this project. The Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years. Effective 03/15/2022 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the Business Equity firms listed was/were contacted in good faith. It is understood that any Business Equity firms listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's Business Equity Division. Authorized Signature Title Company Name Address City/State/Zip Business Equity Division Email: DVIN_BEOffice@fortworthtexas.gov Phone: (817) 392-2674 Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Effective 0311512022 FORT WORTH Joint Venture Page 1 of 3 CITY OF FORT WORTH M/WBE Joint Venture Eligibility Form All questions must be answered; use "NIA "if not applicable. Name of City project: WATER A SANITARY SEWER RELOCATIONS FOR THE FORT WORTH CENTRAL CRY PROJECT, SECTION I: PART 10—WATER RAL A SANITARY SEWER RELOCATIONS, FORT WORTH CEHTCRYW&S No. 07.05 A joint venture form must be completed on Elk project UP/Bi&?urchasing Number: 00969 1. Joint venture information: Joint Venture Name: Joint Venture Address: (I. f applicable) Telephone: Facsimile: I E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MAYBE firm I Non-M/WBE firm name: name: Business Address: Business Address: City, State, Zip: Telephone Facsimile Cellular Certification Status: Name of Certifying Agency: E-mail 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MIWBE: City, State, Zip: Telephone Facsimile Cellular E-mail address Describe the scope of work of the non-MIWBE: Rev. 2/13/19 Joint Venture Page 2 of 3 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Business Equity Division will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's Business Equity Division immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's Business Equity Ordinance 25165-10-2021 . Rev. 2/13/19 Joint Venture Pape 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. - ---------------------------------------------------------------------------------------------------- Name of MBE firm Name of non -MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date bate Notarization State of County of On this day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires Office of Business Diversity Email: mwbeoffice@fortworthtexas.gov Phone: (817) 392-2674 (sea[) Rev. 2/13/19 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV — Section 1: Part 10 — Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO. 07.05 City Project No. 00969 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TRV— Section 1: Part 10— Water & Sanitary Sewer Relocations Fort Worth Central City WBS NO.07.05 City Project No. 00969 FORT WORTH Note: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST diameter shall be aooroved for use basis. for Updated: 03/29/2022 I I Water & SewC" - Manholes * Bases/Components 3339-10 (Rev 2/3/16) 1 1 ;K- I - 07/23N7 1301 13 Urethane HW—hilic Waternoo Asahi Kogvo K K Adeka Ultra -Seal P-201 ASTM D22400412/13792 04/26/00 33 05 13 Offset Joust for 4' Diam. MH Hxnsan Concrete Products D—Atia No. 35-0048-001 0426100 1315 13 Profile Gasket for d' Diam. MH. Press -Sal Gasket Corp 250-4G Gasket ASTM C-443/C-361 SS MH 126/99 33 05 13 HOPE Manhole Miustm-t Rings Ladlach, Inc HOPE Adiustment Rhrk Traffic and Nmrtraffic era 5/13/05 3305 13 Manhole External Wrap Canna -CPS WraoidSal Manhole Encapsulation Svstem Wa_ter_&Sew,.-M_anhdesAtBaesFib ass3339-13(1/8/I31 6/99 3 FihsM FluidCosinsicurrent.InNon-traLc w123016j ASTM 3753 are I U8/ 3339 Fberaa Manhole L.F. Manufantunna Nen-tnffic Brea Water & Se s C -Manholes &, Bases/Frames & Covers ectanvular 33-0543 (Rev 2/3/I • IM-hole Hxvs 3305 13 Frames and Covers Westc- Iron Work,, Hass & Foundry 1001 24"x40" WD J Water &Sewer - Maolvoles At Bases/Frames & C�..(Stsndsrd (Round) 3341513 (R#,X 2)3/161 I I • 3305 13 Manhole Frames and Cores Western Irou Works, Bass At Hava Foundry 30024 24' Ina. • 33 05 13 Manhole Frame and Covers McKhdav Into Works Inc. A 24 AM 24" Dia. 0824118 33 05 13 Manhole Frames and Corers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24' Dia. 0821111 3311113 Manhole Fames and Covers Nmnah Foundry R- 165-LM (Raked) ASTM A48 & AASHTO M306 24" Dia. 0824/IS 33 05 13 Manhele Fame and Cocas Neenah Fouodry NF 1274 ASTM A48 & AASHTO M306 30, Dia 08/24/18 33 OS I3 Manhole Frames and Cosecs Neenah Foundry R-1743-LM (Hiaked) ASTM A48 & AASHTO M306 30" dia. 33 01 13 Manhole Frames and Corers Sirm err Corporation MH-144N 3305 13 Manhole Frames and Covets Sngrua Corporation MH-143N I I 3305 13 Manhole Frames and Cocas Pont-A-Momaon GTS-STD 24- dies. 3305 13 Manhole Frames and Covers Neenah Casting I I� 24' des 10/31/06 3305 13 Manhok Fames and Cotes (H raged) Poka'sel thnked Ductile It., Manhole I ASTM -36 24" Dia lY 725103 3305 13 Manhole Fames and Corers Saint-Gobain Picelina (Pamrex/rexus) RE32-R8FS 30' Dia. 01,31106 33 05 13 30" Dia MH Rine and Cosxr East Jrdan Iron Works IJI V 1432-2 and V 1483 Designs AASHTO M306-04 30' Dia. I 11/02/10 3305 13 30' Dia MH Rick and Cover Shama C rooriticn MH1631FWN & M1116502 I 30' Dia 07/l9/l l 33 05 13 30' Dia MH Runt and Cava Star Pine Products MH32FT WSS-DC I 30" Dia I O8/10/11 33 OS 13 30' Dia. MH Rine.4 Corer Acroucast 220700 Haw Duty with Gasket Rink 30" Dia 30" ERGO XL Assembly 10/14/13 33 OS 13 30" Den MH Rina end Conn, (Husked & Lockable) F. ]orlon non Works with Cam Lock/WIC/T-Gasket ASSHTO MI 05 & ASTM A536 30' Dia I 06101/17 3405 13 30" Ore. MH Rina and Cover (Hinged & Lockable) Cl SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONF-30-FTW, Composure- w/ Look ..16119 33 OS l3 30' Dia. MH Rink and Cover Comooaile Access Products. L R w/o Hirt 30" Dia. IOp721 34 05 13 I30' Dia. MH Ring and Cover I Trumbull Manufactu ink 32"(30") Fra— and Cover I 30" D a. i Water _& Sewer - Manholes At Bases/F_rames & CoversNVater Tivht & Pressure Tinht 3)j-05-13 (Rev 2f3/16) • 33 05 13 Manhole Fames and C , a Pont-A-Mousson Pamtiaht y 24" Die. 1 • 33 05 13 Manhole Famesand Cacers Neenah Camino, 24" Dia. • 33 05 13 Manhole Frames and Corers Westem Iron Works,Bass & Hays Fo urdrr 300-24P 24' Die. • 33 05 13 Manhole Frames and Corers Mcyinlev han Works too. WPA24AM 24" Dia. I 03/08/00 3305 13 Manhole Fames and Cm'ers Aceucust RC-2100 ASTM A 48 24' Dia. 041-0101 33 05 0 ivJaahole Frames and Covers (SIP)Seramoore Industries Private Ltd. 300-24-23,75 Rink and Cover ASTM A 48 24" Dia. I (Water & Sewer - Manhoks & Bases/P_ r_e_ east Concrete (Itev 1/_11fl_31 1 I • 33 39 10 Manhole, Precast Coucrete Hydro Conduit Com SPL Item 949 ASTM C 478 48' • 33 39 10 Manhole. Precast Concrete Wall Concrete Pius Cc Inc ASTM C-443 48" I 0923/96 3339 10 Manhole, Precast Concrete Concrete Product Inc 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" W32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner C--v 48". 60" I.D. Manhole w/ 32" Cane ASTM C 478 48', 60" 10 -7/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D Manhok w/ 24" Cone ASTM C 478 48' Diavr w 24" Rip¢ I 06/09/10 3339 10 Manhole, Precast (Reinforced Polvma)Conerete US Composite Pi- I Reinforced Polymer Concrete ASTM C-76 48" to 72" I 09/06/19 33 3920 Manhole, Precast Concrete Fort—. Pice and Precast 60" & 72" I D. Manhole w/32" Cant ASTM C-76 60"At 72" I 10/07/21 32 39 20 Manhole, Precast Concrete Fort— Pice and Precast 48" LD Manhole w/32" Cone ASTM C-77 48" 1010721 33 3920 Manhole, Precast (Reinforced Polvma) Concrete Aramrock 48" & 60' I.D. Manhole w/32" Cana 48" & 60" IW07/21 I I 33 39 20 Manhole• Precast (Hvb.4) Polymer & PVC Prc& Svstems I 48- & 60' I D Manhole w/32- Cane - yyyl 48" & 60" Nan Traffi. Areas ester & Sewer - Manholes & Bases/Rehab Svstems/Cgpentitious II • El-I4 Manhole Rehab Svatams Oad- I 042310I E I-14 Manhole Rehab Svelems Standard Cement Materials, Inc Ralina MSP EI-14 Manhole Rehab Svstems APM Permaform 420/01 EI-I4 Manhole Rehab System Strona Com — Strong Seal MS2A Rehab S naam 5/l2/03 E I-14 Mam aahole Rehab Svst(Liner) Poly-lriolex Technologies MI.1—ir modwt to stop infiltration ASTM D5813 I 08/30/06 General Concrete Ravin, FlexKrete Tachini fires Vinyl Polveste, Reap Product M .. Use Water & Srwe -Manholes & Bases/ltehab Svstenas/NonCementitioua I 0520/96 E1-14 ManIs a It ; Svslem, Smavron. Smav Wall Polyurethane Coating ASTM D639ID790 • EI-14 Manhole Rehab Svstems Sun Coast I For Exterior Casting of Concrete oalA I2114/01 Coarok for Corrceran motection(Exterior) ERTECH Saws 20230 and 2100 (A-hahc Emulsion) Shnc Only 01/31/06 IC-tiaaa for Corrosion Protection _ _ Chesterton Arc 791, S IHB. S I. S2 _ Acid Resistance Test Sawa Aooliatiens 8282006 ICoetiras for Corrosion Protection Wart -Environmental Sd01 andM 301 Sewer And ieations I 11/30A 6 Carina, for Corrosion Protection Citadel SLS-30 Solids Erpty 7I Smarr A� licati—s I 33 05 16, 33 39 10, Lou- RR&C Dampproofi g Non-Fibered Spray For Extawr Coating of Concrete 03/19/18 331920 for Con'oaian mptanon(Exterior) Shemin Williams Grade(Aeohetrc Emulsion) Structures Only • From Original Standard Products list CITY OF FORT WORTH FORT WORTH., WATER DEPARTMENT —� STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer oiDe larizer than 15 inch diameter shall be am2roved for use b the Water De artment on a roject s ecific basis. Special bedding may be re mired for some cities. Approval Spec No. Classsification Manufacturer Model No. National Spec Size 4W.akt&Secrer_Mw*oltIns-is:rField Operations jOW(Iigv213/161 f 4 • 33 OS 13 Manhole nsert Knutson Enterprises Made W Order - Plastic ASTM D 1248 For24' di.. I 33 0 13 Manhole lusert South Western Packaania Madc to Order - Plastic ASTM D 1248 For 24' die. I I • 1101 13 Manhole Insert Notlow-Inflow Made W Order - Plastic ASTM D 1248 For 24' die 09/23/96 33 OS 13 Manhole iirsert Southwestern Packing & Seals, Inc. LAS— - Stainless Steel For 24" &a. 09/23N6 33 05 l3 Manhole Inert Southwcstem Packing & Seals, Inc TethaLok - Stainless Steel For 24" die I I Water & S4wver- Pine Ca-smi Sowers 33_._05-24 (0.7101/131 j I 11114112 Sicel Band Casing Spacers Ad—cd ProdwU and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/97 Stainless Steel Casing Spacer Advanced Products and Svscros, Inc. Stainlass Steel Spacer, Model SSI 04/12/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Sorel Casing Spacer Pipeline Seal and inaulalor Stainless Steel Casing Spacer Up to 48' 09/14/10 Coated Steel Casm Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48' (5110/11 Stemless Steel Casing Spacer Powersaw 4810 P.werchock Up to 48" 03/19/IS Casing Spacers BWM SS-12 Casing Spacer(Stainlew Steel) o3/19itx Casing Spacers Bp^.• FB-I 2 Cuing Spem(Coetcd Caab. S-0 Ij t'or Non_prc—c Pipe sod Grouted Casng 03/29/22 I 33 05 I3 ICasing Spacers I CCI Pipeline System. CSC 12, CSS 12 I [Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/131 I I • 33 I1 10 Ductile Iron Pipe Griffin Pipe Products, Ca. Super Bell -Tile Ductile Iron Pressure Pipe, AW WA CI50, CIS 1 3" thou 24' 08/24/IS 33 11 10 Ductile Ism Pj�e Amu'ican I)u:nle Iran Pipe Co. American Fastite Pip� (Bell SppI pQ AW WA C 150, C 151 4' thou 30' I 08 24/1 B 33 11 10 Ductile Iron Pope American Ductile Iron Pipe Co. American Fles Ring (Reatramed lomt) AW WA C I50. C151 4" it— 30' I • 33 11 10 Ductile Iron Ape U S. Pipe and Foundry Cc AW WA C150, C151 • 3311 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150. C 13 1 I I Water & Sewer - Utility Line Marker (08/24/2018) I I I [ II Sewer- Coatinzs/Enoiv 33-39-60 (01/08/131 1 02/25/02 Ecesv Lining Svstem Seuereraerr. Inc S—Gard 21ORS LA County #210-1.33 IIJ14101 Eposv Lining Svstem Ertech Technical Coatings Ertcch 2030 and 2100 Series [ 04/14/05 Interior Ductile Iron Pipe Casing Indwon Protect. 401 ASTM B-117 Ductile Iron Pipe OniV I I 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, 81. S2 Acid Resistance Test Sewer Applications I 8/28/2006 Coatings for Corrosion Protectioa Warren Enwo.nmental S-301 and M-301 Sewer Applications I I Sewer -C ti /Pohwedme I I [Sewer - Combination Air Valves I+ 05/25/l8 33-31-70 IAh fteleese Valve I A.RI. USA. Inc. I 1302511P72(Comp as Bode) I Brower - Pines/('pnerels I • EI-04 Cone. Pice. Reinf cad Wall Concrete Pipe C.. Ina. ASTM 111 I E I-0/ Conc. Pi— Remfwced Hvd o Condwl Corporation Class III T&G, SPL Item M77 ASTM C 76 I I E I-04 Conc Pice. Reinforced Hanson Concrete Products ASTM C 76 I I EI-04 Conn Pine Reinforced Concrete Pice & Prodwaa Co. Inc. ASTIvf C 76 I I I Sewer - Pine Enlarpment Svstem (Method)3.331-23 (01 — — /IS/13 I I PBvf Svstem PIM Corporation Polvethvlenc P M Co p . Pisuta Way. N.1. App oved Pe ou lv McConnell Svslcros Mdat Cunsuuction Polyethylene Honig —Texas Approved Previously [ TRS Svslcros Trenchless Replacement Svstem Polvathvlene Catgarv, Canada A--i Reviously I { ISewer-P!7veAgberer[aeaReinforced Pioe3Ml-13(t/811.j1 [ I I 712IN7 3331 13 :,ant. Cast Fibwglus FRP Hobas Pia USA; Inc. Hobas Pice Mon-Presswe) ASTM D3262/1)3754 03/22/10 33 31 13 Fiberglass Pine (FRP) Amason Bondstrand RPW Pice ASTM D3262/D3754 I 04/09/21 Glass -Fiber Reuforced Polymer Poe (FRP) Thompson Pim Groua Thomnson Proc (FTownte) ASTM D326203754 I 4/14/03 Pop mar M.'idied Concrete Pine Amiteah USA Mever Pohcrete Pice ASTM C33, A276, F477 8" to 102". Class V [ 06109/10 EI-9 ReinforceA Polymer Concrete Pipe US Composite Pice Reinf roil Polymer Concrete Pice ASTM C-76 I Sewer -Pi es PE33-31-230M31 • Fhghdensim nalycthvlenc dire Phillips ai—im, Inc Onticure Ductile Polvelhvlene Roe ASTM D 1248 8' • High -density pobethvlene pia Plexm Inc. ASTM D 1249 8' I IHiandensim nolethOme nice Poll, Pi -Inc. ASTMD 1248 8' I1ba-denim oolvethvlene ripe CSR Hydra Conduit/nmlme Svslcros McConnell Pine Enlargement ASTM D 1248 I Sewer_-P eVC/PrPliurrwS�gver)33_41-12(4/U_l3l l2/02/II 33-11-12 DR-ia wVC Pr ppe Pipehfe letstrcxm PVC Presawe Pipe AWWA C900 I 4"thou l2" 10/22/14 33-11-12 DR-14 PVC Presswe Pipe I Rural Bwlding Products Royal Seal PVC Pesswe Pipe AW WA C900 4" Uini 12" • From Original Standard Products List 2 FORT WORTH: "ra",r CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: O/29/2022 I Sewer - PiDCS/PVC• 33-31-20 PA/131 I _ _ I 33-31-20 PVC Sewer Pine J-M Manufacturing Co , Inc (JM Eagle) SDR-26 ASTM D 3034 4' - IS" I 1223N7' 33-31-20 PVC Sewer Fire Diamond Plastics Corporation SDR-26 ASTM D 3034 4^ thin 15' [ 33-31-20 PVC Sewn Ptce Lamson Vvlm Pim ASTM F 799 4' Ouv 15" I I 01/18/18 33-31-20 PVC Sewaa Pine Vinvlwh PVC Pine Gravity Sewer I ASTM D3034 4'thm 15" I 11/13N8 33-31-20 PVC Sawe P tie Diammd Plastics Como atim "S" Gravity Sewer Pipe ASTM F 679 1S' 0 27' I a 33-31-20 PVC Sewer Pine J-M Mangy eturiuq Co. Inc. OM Eagle) I SDR 26/35 PS 115/46 ASTM F 679 18" - 28" I 09/11/12 33-31-20 PVC Sewer � Pi life Jet Stream SDR-26 and SDR-35 ASTM F679 I8" I 05/06A5 33-31-20 PVC Solid Wall Pipe Diammd Plastic Corporation SDR 26/35 PS 115/46 ASTM F679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fatiogs Hare. SDR-26 mid SDR-35 Gasket Fittut¢s I ASTM Dd034, D-1784, etc I 4" - 15" • 33-31-20 PVC Sees Fittings Plastic Trends, Ina(W.d ke) Gaak ded PVC Sewer Main Fittings ASTM D 3034 fly 3/192018 33 31 20 PVC Sewer Pine Pinelife Jet Stream SDR 35 ASTM F679 18"- 24' 3/I92018 33 31 20 PVC Sewer Pre Roelife Jet Stream SDR 26 I ASTM D3034 I 4"- IS" I 3/292019 33 31 20 Gasketed Fittings (PVC) GPK Products. Inc SDR 21 I ASTM D3034/F679 I 4"- 15' I021" I 33 31 20 PVC So— Pine NAPCO(Westlake) SDR 26 I1 ASTM D3034 I 4' - 15' I 1022no2o I 33 31 20 PVC Seuer Pine Sanderson Pine Corp. SDR 26 1 ASTM D3034 10212020 I I 333120 PVC Sewer Pace NAPMWestlake) SDR 26/35 PS 115/46 li ASTM F679 I IS"-36" l 3331-12 t0I/18/131 jSewer -Pao j-11 in place CmaimPlainPiaInsrtuform Texark, Inc ASTM F 1216N39Cured I in Place Ptce I Ntional E—miechOronoNatioml Iftevnolds Liner, (SPL) Item 027 ASTM F-I216/13-5813 0529N6 Cmni in Place Pine Inall litter Tech..I v (luhner USA) Inliner Teehnolom ASTM F 1216 li I 1 - Sewer-Pine31Reh2lVF0ld&Form _ _ .' • Fald and Form Pine Cullum Pine Systems. Inc I 11/03/98 Fold and Form Pine Insituform Technologies, Inc. Insitutbrm "NuPloe" ASTM F-1504 Fold and I— Pine American Pine & Plashes. Inc. Dame. Pumose Onlv I I 12/04/00 Fold and Form Pine Ultraliuer Ultraliner PVC Alloy Pireliner ASTM F-1504, 1871, 1967 06/09/03 I Fold and Form Pice Miller Pioaline Coin EX Method ASTM F-1504. F-1947 Up to I8" diameter I er- Pines/eyien Profile LatAe Diameter, I 0926N1 EI00-2 PVC Sewer P®e, Ribbed La— Vvlm Pim Carlin Vvlm H.C. Closed Profile Pioe. ASTM F 679 48" 0926/91 E100-2 PVC Sewer Pim, Ribbed Extension Technolog es. Inc. Ultra -Rib Ow Profile Sewer Pim ASTM F 679 18" to 48" I E100-2 PVC Ss—Pim, Ribbed Uoonor ETI Comwnv I I 11/10/10 (E 100-2) Pohvrowlene (PP) Sewer Pim, Double Wall Advanced Drainage Svstema (ADS) SaniTite HP Double Wall (C.rr.gan d) ASTM F 2736 24"-30' I I 11/10/10 (E I00-2) Potvuromlene (PP) Sewer Pim, Triple Wall Advanced Draucaue Svstems (ADS) SaniTite HP Triole Wall Pioe ASTM F 2764 30" to 60" I I 05/1&11 ]Steel Reinforced Polwilrylene Pim CmTech Construct- Products Dmsmxx ASTM F 2%2 24" to 72" I I Witter -Annurkpnan_ j3342-10(07/0.1113) I 01/I8/18 33-12-10 Double Strao Saddle Roma. 202NS Nylon Coated AW WA C800 1'-2" SVC, no to 24' Prce 0828/02 Double Stoat, Saddle Smith Blair #317 Nv(m Coated Double Stran Saddle I 07/23/12 33-12-10 Double Strao Service Saddle Mueller Commnv DR2S Double (SS) Strao DI Saddle AW WA C800 V-2' SVC, w to 24" Pitt I 10/27/87 Crab Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and V I 1027/87 Curb Stone -Ball Mena Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M IV? and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 52520IS 33-1240 Curb Stom-Ball Meter Valves Ford Meter Box Co.. Inc. L22-77NL AW WA C800 2" FB600 &NL, FBI4006NL, FV23666-W- 5/252018 33-1110 Curb Stone -Ball Meta Valves Ford Meter Box Co.. roc. NL, L2266NL AW WA C800 FB6004-NL, FB1600-4-NL, BI Id44-WR- 52520IS 33-12-10 Curb. -Ball Meter Valves Ford Meter Box Co.- Inc I NL-B22444-WR-NL, L2844NL AWWA C800 I" I I B-25000N, B-24277N-3, B-2020ON-3, H. AW WA CSM. ANSF 61, 5252018 33-12-10 Curb St —Ball Meter Valves Mmeer Co., Ltd. I5000N, , H-1112N, H141276N ANSUNSF 372 2" I I 8-25000N, B-20200N-3, B-24277N,30- AW WA C800, ANSF 6), 525/201S 11424. ICurb Stow -Ball Meter Valves Mmller Co, LW 15000M H-14276N, H-15525N ANSUNSF 372 1-1/2" B-25000N, B-20200N-31l-I5000N, H- AW WA CS00, ANSF 61, 5252018 I 33-12-10 Curb Stone -Ball Meter Valves I Mueller Co.. Ltd 15530N ANSUNSF 372 1' I 0126/00 ICmted Tennant Saddle with Double SS Straw I I I JCM Industries, Inc I #406 Double Baud SS Saddle I 1'-2' Tam on on to 12' I I 01112 2 33-12-25 Sleeve (Coated Steel) CM Industrilac 112 Tannin, Sleeve ESS AW WA C-223 Up to 30" w/12" Out032922 l 33-12-25 ITaroing Tanning Sleeve (Coated or Stainless Steel) JCM Indwtries, ins 415 Tanning Sleeve I AW WA C-223 I Concrete Pine 0nly I I 05/10/I I I Tanning Sleeve (Stainless Steel Powerseal I 3490AS (Flanµe) & 3490MJ 4"-8" and i6" I 02/29/12 I 33-12-25 ITamin¢ Sleeve (Crated Steel) _ Romse I FTS 420 AW WA C-223 U o to 42" w24" Out 02/29/12 I 33-12-25 ITaminq Sleeve (Stainless Steel) I Roma. I SST Stainless Steel AW WA C-223 11I Un to 24" w/12' Out I I 0229/12 33-12-25 ITamina Sleeve (Stainless Steel) Ij Rome. I SST III Stainless Steel AW WA C-223 to to 30" w/IT Out [ I 05110/l 1 Iloint R—ir Clam. I Po —seal I 3232 Bell Joint Renoir C1amo 4" to 30' I ]Plastic Meter Box w/Comnovte Lid I DFW Plastics In. I DFW37C-12-IEPAFFTW t I II'lastic Meer Box w/Comowite Lid I DFW Plastics In. I DFW39C-12-IEPAFFTW I [ I 08/30/06 I IPlastic Meter Box w/Comowite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW I I Class "A" I rjConcrete Miler Box Bass & Have CMB37-B12 1118 Lin-9 1j I IConere a Md.-Box Bass & Have I CMB-I8-Dua1 1416 LID-9 I [Concrete Meter Box Bass & Hnvs CMB65-B65 1527 LID-9 I I I I I Water - Bolts, buts. and Gaskets 3341-05 (01/08/13) f I • From Original Standard Products List 3 FORT WORTH Note: All water or sewer CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/2912022 than 15 inch diameter shall be aooroved for use by the Water Deoartment on a uroiect specific basis. Special beddine may he reouired for some clues. _ au wusaanuou F u - rou . • EI- 1 Combnaton Arr eau she • EI-11 Combination An Release Valve • EI-II Combination /or Release Valte Wafer - Dry lklyrel Fire Flvdrants 33-1240 (011151141 IUPoIt87 E-1-12 Ay Barrel Fire Hydrant 039/31/88 E-I-12 Dry Barrel Fire Hvdrant 09/30/87 E-1-12 Dry Barrel Fare Hvdront 01/12/93 E-1-12 Dry Barrel Fire Hydrant 0824/88 E-I-12 Dry Barrel Fire Hvdrant E-1-12 Dry Barrel Fire Hvdrwt 0924t87 E-I.12 Dry Bartel Fire Hvdrant 10/14/81 E-1-12 ➢Jv Barrel Fire Hydrant 01/ 5/88 E1-12 Dry Banal Fire Hydrant 10/0987 E-1-12 Dry Barrel Fare Hvdrant 09/16l87 E-1-12 Dry Barrel Fire Hydrant 08/12/16 33-12-40 DN Barrel Fire Hydrant E 1 02Po5/93 1 E101ti Detector Check Met.,08/05/04 M-6. D ri a Vertical Turbine ater-Pineate'VC tPre me, Watrrl33-31-70 (01/081131 01/18/18 33-11.12 PVC Pressure Pine 3/19/2018 33 It 12 PVC Pressure Pine 3/19/2018 33 1 112 PVC laurre Pice 52520I8 33 11 12 PVC Pressure Pice 5252111 33 11 12 PVC Pressure Pipe 12/6/2018 33 11 12 PVC Pressure Pipe 12/62018 33 11 12 PVC Pressure Pipe GA lu tonnes, Inc. Empire At, and Vacuum Vale. Mode1935 ASTM A 126 Clan B, ASTM A 1' & 2' 240 -Boat. ASTM A 307 -Corer Bolts Multiptex Mangy 'raring Co. Valve said Primer Corp. Amerieap-Darlina Valve American Darling V,1 e Claw Corporation Americas AVK Companv Clow Corporation ITT Kemtedc Valve M&H Valve Compenv Mueller Companv Mueller Company U.S. Pipe & Foundry wort—. ComPwsv EJ (East Jordan iron Works) Ames Company Hersey Vinvl,eoh PVC Pine hostile Jet Stream Pipelife Jet Stranm Diamond Plastics Corporation Diamond Plastics Corporation J-M Manufaeurire Co., Inc &%% JM Eagle 14.4 Marrided ring Ca. Inc dMa JM F.gle Crispin Air end Vacuum Velvcs, Model No. APCO 4143C. f 145C and 9147C Drawing Nos. 90-18608, 94-18560 Shoo Drawing No 94-18791 Shoo Drawing No D-19895 Model 2700 Drawings D20435, D20436, B20506 Shoo Drawing, No, D-80783FW Shop Drawing No. 13476 Shop Drswinga No. 6461 A-423 Centwton Shop Drawing FH-12 A-423 Super Centurion 200 Shoo Drawing No. 960250 Shoo Drawing No. SK740803 WaterMaster SCD250 I MaIeI 1000 Detector Check Vahe Magnetic p�ita Vertical DR14 DR14 DRIB DR 14 DR 18 DR 14 DR 18 9/62019 33 1112 PVC Pressure Pipe Underground Solutions Inc. DRI4 Fusible PVC 9/62019 331112 PVC Pr —Pipe NAPCO(Westlaka) DRIB 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Wastlake) DR14 9/62019 33 1112 PVC Pressure Pipe Sanderson Pipe Corp DR14 Water -pines awes & Fitdngs/lluctilelFnn FittW 33-11-11 fQ1 rp.31 07123/92 -El 7 Ductile Iron Fittings tar pe Products Inc Mechanical Joint Fittings • EI-07 Ductile Iron Fitrinm Grill Pine Products. Co. Mechanical Joint Fituar s EI-07 Ductile Iron Fibrins MCWainvTvIer Pine/ Union Utilities Division Mechanical Joint Fittings, SSB lass 350 08/11/98 E I-07 Ductile Iron Fittinas Sigma, Co. Mechanical Joint Fittings, SSB Class 351 02/26/14 El-07 MJF,nings Acoucast Class 350 C-153 MJ Fittings f OS/14N8 EI-07 Ductile Iron Joint Restraints Ford Meter Box C../Um-Flange Uni-Flange Series 1400 05/14/98 E 1-24 JPVC Joint Restraints Ford Meter Box Cc /Uni-Flange Uni-Flange Series 1500 Circle -Lack 11N9Po4 EI-07 Irte[iI Iron loin[ Resraivts Doe Bolt. Inc. One Bolt Restrained Joint Fitting 0229/12 33-11-I1 Ductile Iron Pice Mechanical Joint Restraint EBAA Iron. Inc. Megalug San. 1100 (for DI Pipe) 0229112 33-11-11 IPVC Pice Meelmricnl Joint Restraint E13AA Iron, Inc. Megalug Series 2000 (for PVC Pipe) 08/05/04 El-07 IMchanical Joint Retainer Glands(PVC) Sigma, Co. Sigms One-l.ok SLC4 - SLCIO 03/O6/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma Co. Silicas One-Lnk SLCS4 - SLCS 12 08/05/04 E I-07 11viecharrical Joint Retainer Glands(PVC) Sites, Co. Sigma O..-Lk SLCE 98/10/98 I..I"t17 M7 FininrallliPl Sutra. Co. Sigma One-Lok SLIDE 10/12110 El 24 Interior Restrained Joint System _ S & B Techncia) Products Bulldog Sys am (Diamond Lok 21 & JM 08/16Po6 EI-07 —rur -Joint Fittings SIP Indunnes(Seramooe) Meahunical Joint Fnurgs 11107/I6 33-1141 Mechanical Joint Retainer Glands Star Pitt Products. Inc PVC Stai gnp Serves 4000 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc DIP 8-grip Series 3000 03/19/le 33-II-11 Mechanical loin, Retainer Glands SlP lnduatnes(Sersmpore) EZ Grip Jowt Itcanunt(EZD) Black Far DIP 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Induariea(Serarnppre) BZ Grip Joint RoarrDR14 P tC Red for C900 DR 14 PVC Ape Pipe 03/19/18 33-11-11 Mechanical Joint Retaipa Glands SIP Itsd,w^d(Serampore) EZ Grip Jain, Rceheiut (EZD) Red for C900 DRIB PVC Pipe 1/2', 1' & 2" 1",2"&3' AWWA C-502 AVMA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C550 AW WA C701, Class I AWWA C900, AWWA C605, ASTM D1784 AWWA C900 AW WA C900 AWWA C900 AWWA C900 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C153 & C 110 AWWAC 110 AWWA C 153,C 110, C III AWWA C 153, C 110, C 112 AW WA C153 AWWA C I I I/CI53 AWWA CI I/C153 AWWA CI I I/C116/C153 AWWA Cl I I/C 116/C 153 AWWA C I I I/C 116/C 153 AWWA C II I/C153 AWWA CI I I/C 153 AWWACII I/CI53 AW WA C 153 ASTM F-1624 AWWAC153 ASTM A536 AW WA C I I I ASTM A536 AW WA C 111 ASTM A536 AW WA CI I I ASTM A536 AW WA C III ASTM A336 AWWA CI I I 4' - 10' 3/4a - 6" 4"-12" 4'-12" 16'-24' 4"-12" 16"-24" 4--28' 16'-24' 4' - 8' 16" - 24' 4'- 12' V. 12' 4"-l2' 4" to 36" 4- to 24" 4" to 12" 4" to 42" 4- to 24" 4". 10" 4" to 12" 12' to 24" 4" - 24' 4" to 12" 4" to 24" 3"-48' P-l2" 16'-24" • From Original Standard Products Ust 4 CITY OF FORT WORTH FORTWORTH, H, WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Water - PIDCS)ValVeS & FlttinEs/Resilient Seated Gate Valve* 33-12-20 (05113115) 1_ I _... _...I. Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing 9 94-20247 16' I 12/13/02 Resilient Wedae Gate Valve American Flow Control Series 2530 and Sen. 2536 AW WA C515 30' and 36" I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94.20255) AW WA CS15 20" and 24' I 03/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AW WA C515 16' I 1024/00 EI-26 Resilient Wedae Gate Valve American Flow Control Series 2500 (Dueule Iron) AW WA C515 4" to 12' 01V05/04 Resilient Wedae Gate Valve American Flow Control 42' and 48" AFC 2500 AW WA C515 42' and 48' I 05/23/91 EI-26 Resilient Weiss Gate Valve American AVK Companv American AVK Resilient Scaded GV AW WA C509 4" to 12" I 0124102 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller • Et-26 Resilient Seated Gate Valve Kennedy 4" - 12" I EI-26 Resilient Seated Gate Valve M&H 4' - 12" • EI-26 Resilient Seated Gate Valve Mueller Cc 4' -12' I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AW WA C515 16' I 0123/03 Resilient Wedge Gate Valve Muctler Co. Sen. A2360 for I8'-24- (SD 6709) AW WA C515 24' and smaller 05/13005 Resilient Wedge Gate Valve Mueller Co. Mueller 30' & 36'. G515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. I Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedae Gate Valve Clow Valve Co. AW WA C509 4'- 12" 10104194 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C315 16' 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Vsly, Cc, Clow RW Valve (SD 1}216521 AWWA C515 24' and smaller I 1I/29J04 Resilient Wedge Gate Valve Clow Vatic Co. Clow 30' & 36' C-515 AW WA C315 30" and 36" Mote 3) I 11/30/12 ResAimt e Gate Valve Clow Valve Co. Close Valve Model 2638 AW WA C515 24" to 48"Pole 3) 15111191 E I-21 Resilient ted Gat, Valve Stockbsm Valves & Fittings A W WA C 509, ANSI 420 - stem, 4" - A817M A 276 Type 304 - Delta & I EI-26 Resilient Seated Gate Valve U.S Noc and Fomrdry Co Mch W 250, requirements SPL 474 3" to 16" l0/26/16 33-12120 Resilient Seated Gate Valw EJ (I" Jordan Iron Works) EJ Fi—Meater Gate Valve & Hoene 1124111 Mateo Gate Valve Mateo -Norco 225 MR AW WA/ANSI C115/Aa21. 15 4" to 16" I Water -PineaFfalve4 & Fittinos/Rubber Seated Butte Valve 33-12.21(07/10/141. j EI-30 Seated Buterflv Valve Hemv Pratt Co AW WA C-504 24' I E I-30 IJRnbbar Rubber Seated Butterfly Valve Mueller Cc. AWWA C-504 24'and smaller I 111119' E 1-30 Rubber Seated Butterfly Valve Dezurik Valves Cc. AW WA C-504 24' and larger I 06/12/03 E I-30 Valmabc American Butterfly Valve Valenatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04"M E 1-30 JR,11-, Seated Butterfly Vale M&H Valve M&H Style 45W & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industnes (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30'-54" I lVatr3-Polye _ �eEucavemtmt33-1144(0110R/13l 05/12105 El-l3 Polyethylene Eneasmrnt F1-.I Packaging Fulton En uprises AW WA CI05 8 m 1 LLD I 05/12, EI-13 P.Ivetbvlcm Eacasmeut Mam gin Statea Plash., (MSP) and AEP LsS. Standard Ha dware AW WA C 105 8 it LLD I 05/12, E 1-13 Pohcthvlmm c Eneasmt AEP Industries Bullstrong by Cant— Bolt & Gasket AW WA C 105 8 mil LID I 09N6/19 33-11-I 1 Polve hvlrne Evw mrnt No htoun Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD I . ,. water - aS S .. _ 31127% I Water Sampling Station Water Plus B20 Watu Sampling Station Water- Autnmatic Flusher HG6-A-IN-2-BRN-L?RR(Poatable) 10/2120 Automated Flushing System Mueller Hvdroanard HG2-A-IN-2-PVC-0IS-LPLG(Pemlanenp 04/1921 Automated Flushing System Kupferle Foundry Company Eclipse 119800wc 04/0921 Automata Flushing System Kupfale Foundry Compam Eclipse N9700 (Portable) ' From Original Standard Products Ust