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CI�"i' I�R(�JECT NO. 00969
ti�%hTER PIi�JEC`I' i�it?, i 265-b0917�496983
5�d�'�IZ Pfl�(�J�C' I' ��. 1'275-i09170U96'���
Tl(}�, I�l?. 7i1�1
�etsy Price
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��� CLIENT DEPARTMENT
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Directog-, Water De�ai-tment
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Totn Higgins
City NT�nager
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3950 Fc3ssii Creek Blvc3., Suite 204
Fvrt Worth, Texas 76137
E�G Praject Na. 12053.QQ
�FFICIAL RECQRD
CITY SECRET�#�k'X
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KHF� Na. 06101 �052
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CI'I'Y PROJECT I�IO. 00969
WATER PROJ�CT NO. P,65-609170496985
�L+'�'EK PRt)JEC1' Pd�. Y�75�70917{)O�S9��
Di�E 1��?. 745�
Betsy Price
Mayot•
'I`om Higgins
City Ivlanager
�. Frank Crumb, P.L;,
Director, Water Department
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BRENT E. LEWIS �
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'F� Firm IL�g. �o. 1221�
3950 Fassil Creek Blvd., Suite 204
Fort Worth, Texas 76137
EBG Project No. 12053.00
�" '� Kimley-Horn
_ and Assc�ciate�, lnc.
Texas Registered �ngineering Firm F-923
ICHA No. 061018052
000000- 1
TA[3LE OF CONTENTS
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SECTION 00 00 00
TABLE OF CONTENTS
Division C0 - General Conditions
00 OS 10 Mayor and Council Coimnunication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Biddeis
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compli�nce to State Law Nonresident Bidder
00 45 11 Bidders Prequalifications
00 45 12 Prequalification SYateinent
00 45 13 Bidder Prequalifcation Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division O1 - Generat Requirements
O1 11 00 Sununary of Work
Ol 25 00 Siibstihrtion Procedures
Ol 31 19 Preconstruction Meeting - Modifier!
O1 31 20 Project Meetings
O1 32 16 Construetion Progress Schedule
O1 32 33 Preconstruction Video
O1 33 00 Submittals - Mo�iifred
O1 35 13 Special Project Procedures - Modifred
O1 45 23 Testing and Inspection Services
Ol 50 00 Temporary Facilities and Conh�ols
O1 55 26 Street Use Permit and Modifications to Traffic Conh�ol
01 57 13 Storm Water Pollution Prevention Plan
Ol 58 13 Temporary Project Signage
O1 60 00 Product Requirements
O1 66 00 Product Storage and Handling Requirements
O 1 70 00 Mobilization and Remobilization
O 1 7 I 23 Co��struction St�lting and Survey - Modifred
O1 74 23 Cleaning
O 1 77 19 Closeout Requirements
O1 78 23 Operation and Maintenance Data
Ol 78 39 Project Record Documents
C(TY OF FORT WORTti
STANDARD CONSTRUCTION SPECfFfCAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Parts 6 �C l2 — White Settlement Bridge
\��ater and Sanitary Sewer Relocations
City Project No. 00969
000000-z
TAQLE OF CONTENTS
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Technical Specifications whicl� have been modified b,y the Engineer s�ecifically for this
Project; l�ard copies are included in the Project's Contract Documents
Division 33 - Utilities
33 O1 31
33 04 44
33 OS 10
33 OS 16
33 OS 22
33 OS 24
33 OS 26
33 OS 27
33 OS 28
33 OS 41
33 OS 42
33 OS 43
33 OS 45
Closed Circuit Television (CCTV) Inspection
Settlement Monitoring
Utility Trench Excavation Embedn�ent and Bacl�ll
Concrete Water Vaiilts
Steel Casing Pipe
Installation of Carrier Pipe iii Casing or TLmnel Liuer Plate
Utility Marlcers/Locators
Open Shield Pipejacking
Pilot Tube Microhinneling
Shaft Excavation and Support
Water Control for Shaft and Tumlel Construction
Portal Stabilization
Contact Grouting
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
htps://project��oint. buzzsaw.con�/client/fortworth�ov/Resources/02%20-
%20Construction%20Doctiments/S��ecifications
Division 02 - Existing Conditions
02 41 13 Selective Site Demolition
02 41 14 Utility RemovaUAbancionnlent
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low StrengYh Material (CLSM)
03 34 16 Concrete Base Material for Trench Replir
Division 31 - Earthworlc
31 25 00 Erosion and Sediment Control
Division 32 - �xterior Improvements
32 Ol 17 Permanent Asphalt Paving Repair
32 O 1 29 Concrete Paving Repair
32 12 16 Asphalt Paving
32 13 13 Concrete Paving
32 13 20 Coucrete Sidewallcs, Driveways and Barrier Free Ramps
32 13 73 Concrete Paving Joint Sealants
32 16 13 ConereYe CLirb aild Gutters and Valley Giltters
32 17 23 Pavement Markings
32 31 13 Chain Lii�lc Fence and Gates
CITY OF FORT WORT[1
STANDARD CONSTRUCT(ON SPECIF[CAT[ON DOCUMGNTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Settlement E3ridge
Water and Sanitary Sewer Relocations
City Project No. 00969
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TAC3LE OF CONTENTS
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32 91 19 Topsoil Placeinent and Finishing o£Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
Division 33 - LTtilities
33 O1 30 Sewer and Manhole Testing
33 03 10 Bypass Pun�ping of Existing Sewer Systems
33 04 10 Joint Bonding and Electrical Isolation
33 04 1 I Corrosion Control Test Stations
33 04 12 Ma�iesium Anode Cathodic Protection System
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 OS 12 Water Line Lowering
33 OS 13 Frame, Cover and Grade Rings
33 OS 17 Concrete Collars
33 OS 20 Auger Boring
33 OS 30 Location of Existiilg Utilities
33 11 OS Bolts, Nuts, and Gaslcets
33 11 10 Ductile Ircn Pipe
33 11 11 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Presstue Pipe
33 11 13 Co��crete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type
33 11 14 Buried Steel Pipe and Fittings
33 12 10 Water Services 1-inch to 2-inch
33 12 20 Resilient Seated Gate Valve
33 12 25 Connection to Existing Water Mains
33 12 30 Combination Air Valve Assemblies for Potable Water Systems
33 12 40 Fire Hydrants
33 12 50 Water Sample Stations
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 31 50 Sanitaiy Sewer Service Connections and Service Line
33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
33 39 60 Epoxy Lineis for Sanitary Sewer Structures
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
33 49 10 Cast-in-Place Manholes and Jlinction Boxes
Division 34 - Transportation
34 71 13 Traffic Control
Appendix
GC-4.01
GC-4.02
GC-4.06
GG5.04.D
GC-6.06.D
GG6.07
GC-16.08
GR-O 1 60 00
Availability of Lands
Substu�face and Physical Conditions
Hazardous Environmental Condition at Site
Fort Worth and Western Railroad Right of Entry and Insurance Requirements
Minority Business Enterprise Goal
Wage Rates
Trinity River Vision — Vendor Participatiou Form
Product Requirements
�ND OF S�CTION
CITY OF FORT WORTH
STANDAI2D CONS7'RUCTION SPECIFICATION DOCUMEN'TS
Revised December 20, 2012
TRV — Parts 6& 12 — 4Vhite Settlement E3ridge
Water and Sanitary Sewer Relocations
City Project No. 00969
M&C Review Page 1 of 3
�
CITY COUNCIL AGENDA
UFricial si�e or ihe City of Forl UVorth, 1 exas
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- -- -- - - - -- ,
COUNCIL ACTION: Approved on 8/13/2013 - Ordinance Nos. 20865-08-2013 & 20866-08-2013
�---- ---------------
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_ . _-- ---- - -- - -- -- -- -�
DATE: 8/13/2013 REFERENCE NO.: C-26394 LOG NAME: 60TRVP612-
CONATSER
CODE: C TYPE: CONSENT HEARING: NO
SUBJECT: Authorize Execution of a Contract with Conatser Construction, TX, LP, in the Amount of
$3,982,719.00 for Water and Sanitary Sewer Main Relocations for the Trinity River Vision
- Central City Project and the Trinity Uptown Service Area Phase 1- Bridge and Channel
Relocations, Parts 6 and 12, White Settlement Road Bridge Water and Sanitary Sewer
Relocations, Authorize Additional Expenditure for Project Cos#s for a Project Total in the
Amount of $4,175,519.00, Consistent with the City's Limit of $26.6 Million on
Expenditures for the Trinity River Vision Project and Adopt Appropriation Ordinances
(COUNCIL DISTRICTS 2 and 9)
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RECOMMENDATION:
It is recommended that the City Council:
1. Adopt the attached Appropriation Ordinance increasing the estimated receipts and appropriations
in the Special Trust Fund, Trinity River Vision Project in the amount of $2,136,691.42 from
available funds;
2. Authorize the transfer of $2,136,691.42 from the Special Trust Fund (Trinity River Vision Project)
to the Water Capital Projects Fund;
3. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in
the
Water Capital Projects Fund in the amount of $2,136,691.42 from available funds; and
4. Authorize the execution of a contract in the amount of $3,982,719.00 with Conatser Construction,
TX, LP, for Water and Sanitary Sewer Main relocations for the Trinity River Vision - Central City
Project and the Trinity Uptown Service Area Phase 1- Bridge and Channel Relocations, parts 6
and 12, White Settlement Road Bridge water and sanitary sewer relocations.
DISCUSSION:
On April 15, 2008, (M&C C-22765) the City Council authorized the City Manager to execute an
Engineering Agreement with Kimley-Horn and Associates, Inc., for Water and Sanitary Sewer Main
Relocations for the Trinity River Vision - Central City Project and the Trinity Uptown Service Area
Phase 1- Bridge and Channei Relocations.
The overall Trinity River Vision (TRV) Project includes construction of the White Settlement Bridge
over a future bypass channel between the Trinity River and Clear Fork Trinity River.
This project, Parts 6 and 12, provides for the installation of water and sanitary sewer mains on
Harrold Street, Viola Street, Commercial Street, Kansas Street and Greenleaf Street to accommodate
the proposed bridge. The project also includes the replacement (non-TRV related) of a deteriorated
water main on Northside Drive to provide increased water efficiency and delivery to customers north
of the Commerce Street/Northside Drive intersection.
l�ttr��//ar�r�c rf�x�»at nrR�rrnm�i� r�an�rA4/mn rc���io�v nor�7TTl-1 Q�.G(1R..,...,....:1.7..+.-4/1 2/'l(11'� O/'ll /7l11']
M&C Review
Page 2 of 3
The projecf was advertised for bid on April 18, 2013 and April 25, 2013, in the Fort Worth Star-
Teleqram. On May 23, 2013, the following bids were received:
Conatser Construction, TX, LP
Southland Contractors, Inc.
S.J. Louis Construction of Texas, Ltd
ARK Contractina Services. LLC
982,719.00 330 Calendar
329,678.00
584, 777.00
544, 086.00
In addition to the contract amount, $68,000.00 (water: $60,000.00; sewer: $8,000.00) is required for
construction staking, project management, material testing, inspection and $124,800.00 (water:
$117,000.00; sewer: $7,800.00) is provided for change order contingencies.
Of the $3,982,719.00 construction cost associated with this contract, $2,845,501.00 is considered
TRV-related while the remaining $1,137,218.00 is considered non-TRV related. With approval of this
Mayor and Council Communication, the City will have contracted for a total amount of $26.6 million in
City funds with actual expenditures of $19.2 million (as of May 31, 2013) on the TRV project for
design and construction activities associated with water/sewer utilities and roadway/bridge activities.
In order to not exceed the City's $26.6 million commitment, $2,136,691.42 of the iRV-related portion
of this contract cost ($2,845,501.00) will be paid for using Tarrant Caunty Reirnbursements received
for th� TRV Project, while the remaining $708,809.58 will be paid for using City Water C�pital
Revenue to complete the City's $26.6 million commitment to TRV. Since 2009, Tarrant County has
provided the City of Fort Worth with annual reimbursements for bridge and utility work associated with
the TRV Project.
M/WBE Office - Conatser Construction, TX, LP, is in compliance with the City's BDE Ordinance by
committing to nine percent MBE participation on this project. The City's MBE goal on this project is
seven percent.
This project is located in COUNCIL DISTRICTS 2 and 9, Mapsco 62Q and 62Y.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies funds are available in the current capital
budget, as appropriated, of the Sewer Capital Projects Fund and that upon approval of the above
recommendations, and adoption of the attached appropriation ordinances, funds will be available in
the current capital budget, as appropriated, of the Water Capital Projects Fund and the Special Trust
Fund.
TO Fund/AccountlCenters
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FE72 451970 006231701000
�
FE72 538070 060231701000
2&3�
P265 472072 609170096988
2&�
P265 541200 609170096988
FROM Fund/Account/Centers
$2,136.691.42 � $3,904,792.00
P265 541200 609170096988
$2,136,691.42 275 541200 709170096988 $���92�•00
$2,136,691.42 �
FE72 538070 006231701000 �2.136,691.42
$2,136,691.42
Submitted for City Manager's Office b�
Ori inating Department Head:
Additional Information Contact:
Fernando Costa (6122)
S. Frank Crumb (8207)
Liam Conlon (6824)
Mark Rauscher (2446)
httb://anbs.cfwnet.or�/council nacicet/mc review.a,�n7T1�=1 RhS�Rr.crn�ncilriatP=R/1 �/�(11 � R/� t/�flt �
M&C Review
ATTACHMENTS
60TRVP612-CONATSER MAP.pdf
60TRVP612-Conatser Rec1(7.25.13 .doc
60TRVP612-Conatser Rec3{7.25.13 .doc
L�
I'I
Page 3 of 3
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�IjEI�IDUIVI N(�. 1
C.IT�' OP F.0�2.T W()RTH
WATER DCPA1tTMENT
WAT�R &�ANITARY S�WER RELOC.ATTONS F�JR T%IE
TT�tINTT�' RIVER VISTON - CENTRAL CTI'I' p1ZU,TECT
& 'I'R1IVITY UPTO'��VN SER'�ICE AREA,
pHAS�S 1& 2A- BRIDGE & CHANNE� I�EY,QCA'TIONS
PARTS G& 12 - WL�TTE 5ETTtiEM�NT I3RlDGE
WAT.EI7 &. SANTI'A�Y S�W.�;R R�LOCA7'IONS
City� Piro,jeci.No. p0969
Water Project Na. P265-60917009698$
Sewe'r ProjecY No. P275-7Q9170096988
DO�.; Na. 7051
Ac�dendum No. 1-:Issue llate: iViay 6, 2013
Revised Bid Ree�ipt Date: Ma;�� 23, 2013
'This addendum forms part.of the contra�t.d����u�ents re%reuced avove and modi�es tlle brigi�al Contract
bocuments. .A.ckixowledge rec�ipt of this addendum by signiug and attachin� it to tlie Co.utraet bo,cuinents
(Ynside). Note receipt �f th� .Ad�iendum in the Bid Pr�posal arid oz� th� oi.iter envelo.pe of yotu• bid.
PROJECT 1l�ANUAL
Revise Section 00 11 1� Itt�itatiox�. to Biddei�s
• The }iid opei�ing date is herel�y changed t.o 1VIay 23, 2013.
E111 other provisions of the co»tract .documents, draiuings and project manual shall reniai�i nncl�anged.
:F'ailure to return a signed copy of the addenduin ��ith the Proposal shall be. grou�ids for rer�dering the bid
nona�esponsive. A signed copy of this adc�endum shall be placed into the Pr�posal at the tit��e of bid
suUmittal,
RECETPT A WLED �
BY, '�{ p � 6�`
- Gompany: ���,��, r CancCl�n, vf f�TX� Na
A.11ll.ENDUM NO. 1
��Vater Department
S. Fr1i1k Cruinb, P,E,
Di�•eciur f[ � }
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�3y: i l.� �1„c.� r,y";} ji ,a. �` PL;.
Ton,y SholoIa, P:E: .�-
Erigineerin� ARailagez• (Vi�ater .Dept.)
1 �t' l
.�� �, �
�r'1"Y OF FOR:T WOI2TI�
WATEl2. DEPARTMEP+IT
W.A.TER & SAIV�'T'A�RY SEW�It RELOCATIONS �`OR T1FI�
TRIIVITY RIVER VISTUN — CEl'�TTRAL CITY P'ROJ'ECT
& TR;IIVITY UI'Ta'WN SERVICE AItEA
PI�ASES 1& 2A — BRIDGE & CHA1V'NEL R��,,pCA'�IONS
PART� 6& 12 — VVFIITE SETTI,EIVI�NT BRIDGE
'WATER �a SANiTARY SE'WER RELUCATIOIV:S
City Praje�t No. Qp969
VVater Project No. P265-GD9170096988
Sewer Project Na. P275-709170096988
DOE No. 7051
Addendum Na. 2- Yssue.Date: 1VIay 10, 2013
Bid Reeeipt Date; 1VIay 23, 2013
This addendurr� forms �art of the eon�ract documents referenced above and mo'difies the original Coniract
Documents. Acknowledge reeeipt of`this ad'dendum by sigriing and attaclurig it to the Coritract Documen�s
(inside), Note receipt of fhe Addendum in the Bid Proposal and on the outer envel+�pe of your bid.
PROJECT MANUAI,
� Remove the Project Manual in its entiret� and replace with the attae�ed Projact Manual,
FR.O.JECT DRAWINGS
� Remo�e the Project Drawings in its entire.�.y and replace w'tth the attached Proj�ct Drawings.
All other provisions of the coniract documents, drawings and praject manual shall rernain unchanged.
Failure to return a signed copy af the addendum with tlre Praposal sha(1 be grounds for rerrdering the bid
non-responsive. A signed copy of this addendum shall be placed into tha Proposal at the time of bid
submittal.
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• �. Iii� �i�.L� /.- i� •
Water Department
S. Frank Crumb, P.E.
I)irectar
.---
By: O � � o
Tony hol a, P.E,
Engineering Manager (Water Dept.)
ADU�I�1I3iTM NC). 2 1 of 1
�DDEI�IDUM IV�. 3
CITY QF FORT WORTi3
Wr�'�'EIt I]EPARTNI�I�IT
WATEIt & SAl�T�'T'.A�� SEi'VER RELOCATIpNS FOR THE
TRINTI'Y k�.i'V�R VISION - CENTRAL CITY PRO.T�CT
& TRIl�TIT'Y UP�UWi�T SERVICE A�REA
PFIA,SES 1& 2A- BR:ID��E & C13.ANNEL RELOCATIUNS
PARTS 6& 12 - WHITE SETTLEI`VIENT BRIDG�
i�ATER & SANIT:�1Ry SEWER REL�JCATIQNS
City Projeet No. 009G9
Water Project No. P265-609170096988
Sewer Pr.ojeci No. P275-709170096988
DCiE Na. '7QS1
A.dd�endwm No. 3- Issue Date: Ma.y 21, 2013
Bid Receipt Date: 1Viay 23, 2013
T$is aiidendum forms part of the contract documents referenced above and modifies the original Contract
Docurnents. Acknowledge receipt of this acidendum by signing and attaeliing it to the Coritra�t Docuinents
(inside). Note reeeipt of the :�cddevduin in the Bid Proposal and on the out�r envelope of your bid
PROJECT M�NUA,I,
e Remwe Seetion 00 42 43 Proposal Fi�rm and replace wiih the attaehed 5ection 00 42 43 Proposal
Form - Acidendum 3: The electronic version can be dawnloaded from Buzzsaw
� Add the following Paragraph to Section 33 OS 41 - Shaft E�avation and Support, Section 1.2,
Paragraph A:
3. Addidonal D�pth for vertical shaft exc�ation and support for vertical shafts associate.d
with trencliless utiliiy erossing under the proposad bypass channel.
a. IvIeasurement:
1) MQa.surement for added depth beqond the depth shown in the IDirawings will be
� per veitical foot. I-ivwever, no payment shall be made for the first fnot of depdi
below the desig�► grade.
b. Payment
lj The r�cork performed and materials furnished in aceordance with this Item and
measured as prc�ided under "Measwrement" shall be paid at the unit price bid
per vertical foot for "Extra Depth �;rtical Shaft E�ccavation" consfructed for:
a) Shaft diameters as ident'ifed in the Drawings
c. The price bid shall include:
1) Site grading
2) 'I�mporary aec. ess inad construction
3) Safety fencing and signage
4) Construction staging areas
5) Design aud consfruction of shaft excavations and eaccavation support systems
6) Ma#erial Disposal
'� Ground Impr�vement
S) Proteetion, suppart a�id/or reloeation of existing utilities
9) Control and disposal of groundwater, Surface v�aCer, and eonstruction wate�
AI�1��NDUM IdO�. 3 1 of 2
��� � i
10) Tunnel portal sYabilization
11) Remonral, backfilling, and abandoning of shafts
12) Site restoration
PRQJE.CT DR:AWINGS
@ Remwe sheets 20, 61 and 64; aizd replace with the attached sheets 20R, 61R and 64R.
All other provisions of the contract docurnents, drawings and proJect mauUa] shali remain unchanged.
Failure to return a sign�d copy of the adclendum wifh the Propo5al sliall b'e gioun�ls for rendering the liid
non-responsiye. A signed copy of this addeudum shall be placeci into the Proposal at the time of Bid
submiftal,
RECEIPT . OWLED ED •
By� " .�s� ___.
P i }C �.,� Q
Company: �t��a-l�orC'o�r-.1-y.�.�-f6r�T�c� t,�o
A�I�LI�IDLTM N4�. 3
Water Department
S. Frank Gruinb, .P,E..
Director
By: l7 i 'l v c�
Tony Sholola, P. E.
Engineering Manager (Water Dept.)
2 of 2
001113-I
INV[TATION TO QIDDERS
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SECTION 00 11 13
INVITATION TO BIDDERS
R�CGIPT OF BIDS
Sealed bids for the coustruction of Trinity River Vision, Parts 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations, City Project No. 00969 will be received by the City of
Fort Worth PLirchasing Office:
City of Fort Warih
Purchasing Division
1000 Throckmorton Street
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, Ma,y 23, 2013, and bids will be opened publicly and read aloud
at 2:00 PM CST in the Council Chambeis.
G�N�RAL D�SCRIPTION OF WORK
The major worlc will consist of the (approxiniate) following:
Section A- Water Line Improvements:
2 BA Vertical Shaft Excavation
2 EA Access Vault
87 VF 36" Steel Water Carrier Pipe — Vertical Shaft
677 LF 36" Steel Water Carrier Pipe
639 LF 60" Casing By Other Than Open Cut
225 LF 42" Casing By Other Than Open Cut
25 LF 30" Casing By Other Than Open Cut
38 LF 24" Steel AWWA C200 Water Pipe by Open Cut
225 LF 24" Water Carriei� Pipe
25 LF 16" Water Carrier Pipe
715 LF 24" Water Pipe, CSS Backfill (Restrained Joints) by Open Cut
250 LF 16" DII' Water Pipe, CSS Bacicfill by Open Cut
�14 LF 16" DIP Water Pipe, CSS Bacl�ll (Restrained Joints) by Open Cut
815 LF 16" Water Pipe, CSS Bacl�ll by Open Cut
909 LF 16" Water Pipe, CSS Bacicf'ill (Restrained Joints) by Open Cut
205 LF 12" Water Pipe, CSS Bacicf'ill by Open Cut
168 LF 12" DII' Water, CSS Backfill by Open Cut
674 LF 8" Water Pipe, CSS Backfill by Open Clit
382 LF 8" DIP Water, CSS Backf'ill by Open Cut
Section B- Sanitary Sewer Line Improvements:
458 LF 8" Sanitary Sewer Pipe, CSS Backfill by Open Cut
PR�QUALIFICATION
The iinprovements included in this project, wluch require prequalification, imist be perfornled by
a contractor who is prequalified by the City at tlie time of bid opening. The procediues for
qualificatioil and preqilalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
BIDDERS.
CITY OF FORT N�ORTH
STANDA2D CONSTRUCTION SPEC(}�ICATION DOCUMENTS
Revised November 27, 2012
TRV — Parts 6& 12 —\4�hite Selllement k3ridge
4Vater and Sanitary Sewer Relocations
City Praject No. 00969
0011 13-2
INVITATION TO [31DDERS
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DOCUM�NT ��AMINATION AND PROCUR�M�NTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasuig Division website at littp://�vww.foi•tworth�;ov.or�/purchasin�/ and
clicicing on the Buzzsaw linlc to the advertised project folders on tlle City's Bilzzsaw site. The
Contract DocttmenYs may be downloaded, viewed, and printed by iuterested contractors and/or
suppliers.
Copies of the Biddiiig and Contraet Docttments m�y be piirchased fi•oui Kimley-Horn and
Associates office, 801 Cherry Street, Unit 11, Suite 950, Fort Worth, TX 76102.
The non-refiindable cost of Bidding and Contract Docuulents is:
Set of Bidding and Contract Documents with full size drawulgs: One Ht�ndred do111rs ($100).
Set of Bidding and ConYract Dociiments with half size (if available) drawings: Sixty dollais
($60).
PR�SID CONF�R�NC�
A prebid conference m1y be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS �t the folLowing location, date, and time:
DATE: May 1, 2013
TI1VI�: 2:00 PM CST
PLACE: Fort Worth City Hall, 1000 Tlu•ockniorton Street
Fort Worth, Texas 76102
LOCATION: Water Department Conference Room, 2"`� Floor, Room #225
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the riglrt to waive irregularities and to accept or reject bids.
INQUII2I�S
All inquiries relative to this procurement should be addressed to the following:
Attn: Mr. Liam Conlon, City of Fort Worth
Email: Liam.Conlon@fortwortl�texas.gov
Phone: (817) 392-6824
AND/OR
Attn: Mr. Ryan Owen, P.E., Kimley-Horu and Associates
Email: Ryail.Owen@1dn11ey-horn.conl
Phone: (817) 335-6511
ADV�RTISEMENT DATES
April 18, 2013
April 25, 2013
43 �ND OF SECTION
C(TY OF F02T bVORTIi
STANDARU CONSTRUCTION SPECIFICAT[ON DOCUMENTS
2evised November 27, 2012
TRV — Parts ( S 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
002113-i
INSTRUCTIONS 'I'O I3IDDERS
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SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
l. l. Terms used in these INSTRUCTIONS TO BIDDERS, which 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 a�-e applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, compauy, associarion, or corporation actiilg
directly through a duly authorized representative, submitting a bid for performing
the work contemplated uncler the Contract Doc�iments.
1.2.2. Nonresident Bidder: Any person, fir►n, partnership, company, association, or
corporation acting directly through a duly authorized representative, subn�itting 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 i�or Engineer shall assume any responsibility for errors or misinterpretarions
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. Ciry and Engineer in making copies of Bidding Doc�ul�ents available do so only for the
puipose of obtaining Bids for the Worlc and do not auehorize or confer a license or grant
for any other use.
3. Prequali�cation of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and theii• subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received from contractois who are
not prequalified (even if inadvertently opened) shall not be considered.
3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
seven (7) calenclar clays prior to Bid openiug, the documentation identified in SecCion 00
45 I 1, BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questioi�s related to prequalification should be addressed to
the City contact as provided in Pa��agraph 6.1.
CITY OF iORT \VORTH
STANDARD CONSTRUCTION SPCCIPICAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Pmts 6& l2 — White Settlement Bridge
Water and Sanitary Sewer Relocations
Ciry Project No. 00969
002� i3-2
INSTRUCT[ONS TO BIDDERS
Page 2 of 9
I 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low
2 bidder(s) for a project to submit such additional information as the City, in its sole
3 cliscretion may require, including but uot liulited to manpower aud equipment records,
4 informatioil about lcey persounel to be assigned to the project, and coi�structioll scheclule,
5 to assist the City in evaluating alid assessing tl�e ability of the apparent low bidder(s) to
6 deliver a ql�ality product and s�iccessfully complete projects for tlle anlolu�t bid withiu
7 the stipulated tinie fi•ame. Based �ipou the City's assessmeut of the submitted
8 information, a recommendation regarding tl�e award of a cont��act will be made Co the
9 City Council. Fail�u�e to submit the additional information, if requested, may be gro�mds
10 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
11 notified in writing of a recommendation to the City Council.
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13 3.4.In addition to prequalification, additional requirements for qualification may be required
14 withi�� various sections of the Contract Documents.
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I6 �. �,xamination of Bidding and Contract Documeuts, Other Related Data, and Site
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18 �.1. Before submitting a Bid, eacl� Bidder shall:
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20 4. I.1. Eaamiue and carefully study the Contcact Documents and other related data
21 identified iu tl�e Bidding Documents (iucl�iding "technical data" referred to in
22 Paragraph 4.2. below). No infornlation given by City or any representative of the
23 City other than that contained in the Contract Documents and officially
24 promulgated addeuda thereto, shall be bindii�g upon dle City.
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4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site coilditions tl�at may affect cost, progress, perForn�ance or furnishing of the
Woi'k.
4.1.3. Consider federal, state aud loca] Laws and Regulations that n�ay affect cost,
progress, perfortnance or furnishing of the Work.
33 4.1.4. Stucly all: (i) reports of explorations ancl tests of subsurface conclitions at or
34 contiguous to the Site aud all drawings of physical coilditions i•elating to existing
35 surface or subsurface structures at the Site (except Undergrou��cl Facilities) that
36 have been identified in the Contract Documents as containing reliable "technical
37 data" and (ii) reports and drawings of Hazardo��s Environment�l Couditions, if any,
38 at tl�e Site that have been identified i�� the Contract Doc�unents as containi�lg
39 reliable °tecl�nical data."
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41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
42 the ii�formation wl�ich the City will ftu�nish. All additional information and data
43 which the City will supply after promulgation of the formal Contract Documents
44 shall be issued in the form of written addenda and shall becoine part of the Contract
�45 Documents just as tho�igh such acldenda were actually written into the original
46 Contract Documei�ts. No informatioii given by the City other than that contaii�ed iu
47 the Contract Docluuents ancl officially pro�llulgated addenda thereto, sliall be
48 binding upon the City.
49
CITY OI' �ORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPCCIFICATION DOCUMENTS Water and Sanitm'y Sewer Relocations
Revised December 2Q 2012 City Project No. 00)69
0021 13-3
INSTRUCTIONS TO BIDDGRS
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4.1.6. Perforn� inclependent research, investi�ations, tests, borings, and such othei• means
as .nay be necessary to gain a complete knowledge of the conditions which will be
encountered during the construction of the project. On 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 iormer
conditions upon completion of such explorations, investigations, tests ai�d studies.
4.1.7. Determine the difficulties c�f the Work and all �ttendiug circumst�nces affecting the
cost of doin� the Work, time required for its completion, and obtain all information
required to imake a proposal. Biddeis 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 undeistood that the submission of a proposal is prima-facie evidence tllat the
Bidder has made the invesrigation, examinations ai�d tests herein required. Claims
for additional compensation due to variations between eonclitions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.8. Promptly notify City of all conflicts, enors, ambiguiries or discrepancies in or
between the Con�act Documents and such other related documents. The Cont�actor
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.
42. 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 clata shown is representative of
conditions which actually exist.
4.2.2, those drawings of phys'rcal 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 clata" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been icientified
and establisheci in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsible for any iuteipretation or conclusion drawn from any °technical data" or
any other data, interpi•etations, opinions or ii�formation.
CITY OF ('ORT WORTH
STANDARD CONSTRUCT[ON SPHCIFICATION DOCUMENTS
Revised December 2Q 2012
TRV — Parts 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
City Piaject No. 00969
0021 I3-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
2 that Bidder has complied with every requirement of t�is Paragraph 4, (ii) that without
3 exception the Bid is prelliised upou performin� and furnishing the Work required by the
4 ConCract Documents aud applying the specific means, methods, techniq��es, sequences or
5 proced�u�es of consti•uction (if any) that may be shown or indicated or expressly requii•ed
6 by the Contract Documents, (iii) that Bidder has given City written notice of all
7 conflicts, en�ors, ambiguities and discrepancies in the Contract Docu►nents and the
8 wi•itten i•esolutions thereof by City are acceptable to Bidder, and wheu said couflicts,
9 etc., have not beeu resolved through the interpretations by City as described in
10 Paragraph 6., and (iv) that the Contract Bocuments are geilerally sufficient to indicate
11 and convey understanding of all terms aild conditions for performing and furnishiug the
l2 Work.
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14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
15 biphenyls (PCBs), PeCroleum, Hazardous Waste or Radioactive Material covered by
16 Paragraph 4.06. of the General Coilditio►1s, unless specifically identified ii1 the Contract
17 Documents.
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19 5. Availability of Lauds for Work, Etc.
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21 5. L The la��ds �ipon which the Work is to be performed, rights-of-way ai�d easements for
22 access thereto and odler lands desigilated for use by Coutractor in perfornling the Work
23 are identified in the Contract Docuiileuts. All additional lands and access thereto
24 required for temporary eonstruction facilities, consti•uction equipment or storage of
25 materials and equipment to be incorporated iu the Work are to be obCaii�ed and paid for
26 by Coi�tractor. Easeillents for permanent sCrtictures or permanent changes iu existing
27 facilities are ro be obtained and paid for by City unless otherwise provided iu the
28 Contract Documents.
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30 5.2. O�rtstanding rigl�t-of-way, easenlents, and/or permits to be acquired by the City are listed
31 in Paragraph SC 4.01 of the Suppleu�eutary Conciitions. In tl�e event the necessary right-
32 of-way, easen�ents, and/or pernlits are �1ot obtainecl, the City reserves the right to cancel
33 the award of coutrlct at any time before the Bidder begins any construction work on the
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pro�ect.
5.3. The Bidder sliall be prepared to con�lilence construction without all executed rigl�t-of-
way, easements, and/or permits, and shall submit a schediile to tl�e City of how
construction will proceed ii� the other areas of the project that do not require pern�its
and/or easeme��ts.
CITY OF ['ORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMGNTS Water and S�nitary Sewer Relocations
Revised December 2Q 2012 City Project No. 00969
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6. Interpretations and Addenda
0021 13-5
[NSTRUCTIONS TO RIDDERS
Page 5 of 9
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City ii� writing on or before 2 p.m., tl�e 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 q�lestions will be issued by Addei�da
delivered to all parties recorded by City as having received the Biddiug Docwnents.
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
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Mr. Liam Conlon, City of Fort Worth
Fax: (817) 392-8195
Email: Liarn.Conlon@fortworChtexas.gov
Phone: (817) 392-6824
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
6.3. Addenda or clarifications may be posted via Buzzsaw at:
la�ttps://projectpoirlt.bi.rzzsaiv.com/cliendforhvort/��gov/I�ifi�astrirctl���re Projects/00969 -
Tri�tt�ty Rdt�er Vision, Pnrfs 6& 12, Wl�ite Settle»�ent Wnter ar�d Smiitaiy Sewe�/GerTeral
Contract Doc�n��e�zts a�1d S��ecific�ttions/10 — Addenda
6.4. A prebid conference will 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 enco�u�aged to attend and participate iu the conference. City will
transmit to all prospective Bidders of record such Addenda as City consideis 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 Bid Bond made payable to Ciry in an atnount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety n�eeting
the requirements of Paragraphs 5.01 of the General Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Norice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
AgreemenC within 10 days after the Notice of Award, Ciry may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final contract execution.
CITY OF PORT R�ORTIi
STANDARD CONSTRUCTION SPGCIF ICATtON DOCUMENTS
Revised December 20, 2012
TRV — Pa�ts 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
0021 f3-6
INSTRUCTIONS TO BIDDGRS
Page 6 of )
1 8. Contract Times
2 The number of days withiu which, or the dates by which, Milestoues are to be achieved in
3 accordance with the Gei�eral Rec�uirenients and the Work is to be completed and ready for
4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
5 attached Bid Form.
7 9. Liquidated Damages
8 Provisious for liq�lidated damages are set forth in the Agreemeut.
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10. Substitute aud "Or-Equal" Items
The Coi�tract, if awarded, will be on the basis of niaterials and equipn�ent clescribed in the
Bidding Documents without consideration of possible substitute or "or-equal" iteins.
Whenever it is inclicated or specified in the Biciding Documents that a"substitute" or "or-
equal" ite«� of tnaterial or equipnient may be f��rnished or used by Conh�actor if accepCable Co
City, application for such acceptance will not be considered by City uutil after tlle Effective
Date of the Agreemei�t. The procedure for submission oi' any suc(z application by Contractor
and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General
Conditions and is supplemeilted in Section 01 25 00 of the General Req��irements.
11. Subcontractors, Supplie�s and Others
ll.l. In accordance with the City's Busiuess Diversity Enterprise Orclinance No. 20020-
12-2011 (as ai�lended), the City has goals for the participatioi� of minority business
and/or small business enterprises in City contracts. A copy of the Ordinance cau be
obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
SBE Utilizatioil Form, Subcontractor/S�ipplier Utilization Forul, Prime Contractor
Waiver For�1� and/or Good Faith Effort Form with docu�ilentation aud/or Joint
Ventlu�e Fornl as appropriate. The Focros inclucliug documentation must be received
by the City no later than 5:00 P.M. CST, five (5) City busiuess days after the bid
opening date. The Bidder s11a11 obtain a receipt from the City as evidence Che
documentation was received. Failure to comply shall rencler the bid as non-
responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other peison
or organization against whom Contracror has reasonable objectio��.
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12.1. The Bid Form is i��cluded with the Bidding Documei�ts; �dditional copies may be
obtained fi�om the City.
12.2. All blauks on the Bid Form u�ust be completed by prii�ting ii1 inlc and the Bid Form
signed ii� inlc. Erasures or alterations shall be initialed iu ii�k by the persoii signing
the Bid Forn�. A Bid l�rice shall be indicated for each Bicl item, altecnative, and unit
price iteu� listed therein. In the case of optional alternatives, the words "No Bicl,"
"No Change," or "NoC Applicable° may be entered. Bidder shall staCe the prices,
written in ink in both words aild numerals, for which the Bidder proposes to clo the
work contemplated or furnish materials required. All prices shall be writteil legibly.
In case of disccepancy between price in wriCteu words and the price in written
nuillerals, the pcice in writteil words s11a11 govern.
C[TY Of rORT WORTH TRV — Parts 6& 12 — White SetUement Bridge
STANDARD CONST2UCTION SPGC[FICATION DOCUMGNTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 00)6)
00 21 13 - 7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
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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 authoriry to
sign. The corporaCe 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
partiler, 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 e;:�c�;ted in the name of Che 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.
12.7.
12.8.
12.9.
Bids by individuals shall show the Bidder's name and official address.
Bids by joint vent�ues shall be executeci by each joi�lt venturer in the mani�er
iildicated on the Bid Form. The official address of the joint venture shall be shown.
All names shall be typed or printed in ink below the signahue.
The Bid shall contain an acknowledgement of receipt of all Addenda, the uumbers 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.
12.1 I. Evidence of authority to conducC business as a Nom�esident Bidder in the staCe of
Texas shall be provided in accordance with Section 00 43 37 — Veudor Compliance
to State Law Non Resident Bicicler.
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place i��dicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the Ciry Project Number, Project title, the name and address of Bidder, and
accompanied by the Bid security anci other required documents. If the Bid is sent through the
mail or other clelivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation 'BID ENCLOSED" on the face of it.
14. Modi�cation and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriaCe doeun�ent ciuly exeeuteci in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids. After all Bids not requested for withdrawal are
opened and publiely read aloud, tlle Bids foi• which a withdrawal request has been
properly filed may, at the opCion of the City, be returned u��opened.
CITY OF PORT WORTH
STANDARD CONST2UCTION SPGCI['ICAT[ON DOCUMGNTS
Revised December 20, 2012
TRV — Parts 6& t2 — White Settlement Bridge
Water and Slnitary Sewer Relocations
City Project No. 00969
00 21 13 - S
INSTRUCTIONS TO BIDDGRS
Page 8 of 9
1 14.2. Biddeis may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read alo��d publicly at the place where Bids are to be submitted. An
6 abstrlct of the amounts of the base Bicls and ulajor alternates (if any) will be mac�P. available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptauce
10 All Bids wiil reulaiu subject to acceptance for the time period specified for Notice of Award
1 1 and execution ancl delivery of a complete Agi•eeir�ent by Successf�ll Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
14 17. Evaluatiou of Bids and Awacd of Coutract
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17.1. City reseives the right to reject any or all Bids, including without limitation the rights
to reject any or all uoncoufori11ii1g, nonrespousive, unbalailcecl or couditional Bids
and to reject the Bid of any Bidder if City believes tl�at it would not be iii the best
interest of the Project to make an award to that Bidcler, whether because the Bicl is
not responsive or the Bidder is �inqualifieci or of doubtful financial ability or fails to
meet any other pertinent sta��dard or criteria established by City. City also reserves
the cight to waive informalities not involving price, contract time or changes in the
Worlc with the Suecessful Bidder. Discrepancies between tl�e multiplication of units
of Work and unit prices will be resolved in favor of the unit prices. Disci•epancies
between the iudicated s�uu of any column of fig�u�es a�1d the correct sum thereof will
be resolved iu favor of the correct suin. Discrepancies between words �nd figures
will be resolved in favor of the words.
17. I.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among tl�e Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be eugageci in litigation,
Bidder is in arrears on any existii�g contract or has defa�ilted on a previous
conri�act, Bidder has performed a prior contract in an wlsatisfactory manner, or
Bidder has �incompleted work which in the judginent of the City will prevent or
hiuder the prompt completiou of additional work if awarded.
17.2. City u��y consider the qualifications and experiei�ce of Subcontcactors, Suppliers, a��d
other persoils ancl organizations proposed For those portions of tlle Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations il�ust
be submitted as provided in the Contract Doannents or upon the request of the City.
City also iilay consider the operating costs, mai��tenance requirements, performance
data and guarantees of major items of materials ancl equipment proposed for
iucorpoi•ation in the Work when such clata is required to be submitteci prior to the
Notice of Award.
46 17.3. City may conduet such investigations as City deems necessary to assist in the
47 evaluation of auy Bid and to establish the responsibility, q��alifications, and financial
48 ability of Bidders, proposed Subcouh�actors, Suppliers and other persons aiid
49 organizatioils to perfoi•m and furuish the Work in accordauce with the Co�ltcact
50 Documents to City's satisfactioil within the pceseribed tiule.
51
CITY O� FORT WORTH TRV — Parts 6& 12 — White SetUement Bridge
STANDARD CONSTRUCT[ON SPECI�ICAT[ON DOCUMCNTS Water ancl Sanitary Sewer Rclocations
Revised December 20, 20I2 City Project No. 00)69
0021 13-9
INSTRUCT[ONS TO BIDDGRS
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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 appi•oved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder wh�se evaluation by City indicates that the award wil] be in the
best interests of the City.
17.6. Pursuant ro Texas Government Code Chlpter 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 whicli the nonreside��t'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. U�on the contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with tlle requirenlents may result in rejection of Bid.
18. Siguing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counteiparts of the Agreement. Witl�in 14 days thereafter
Contraeror shall sign and deliver the required number of counteiparts of the Agreement to
City with the required Bonds, Certificates of Iusurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
c�Tl or roaT woaTx
STANDARD CONSTRUCT[ON SPECIFICAT(ON DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Setdement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
00 35 13
BID FORM
Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This a�davit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www. ethics.state.tx. us/forms/CI Q, pdf
httq://www. ethics.state.tx. us/forms/CIS. pdf
�
❑
�
0
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
BIDDER:
Conatser Construciton TX, LP
PO Box 15448
Fort Worth, Texas 76119
By: Jerry Con er
__------�--- _.
-�.
Signature:
0 Tit . Presidnet
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Copy of 00 35 13_00 41 00_00 42 43_00 43 13_00 43 37_00 45 12 Bid Proposal Workbook
00 41 00
BID FORM
Page t of 3
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.:
UnitslSections:
1. Enter Into Agreement
Water and Sanitary Sewer Relocations for the Trinity River Vision — Central City Project &
Trinity Uptown Service Area, Phases I& 2A — Bridge & Channel Relocations,
Parts 6& 12 — White Settlement Bridge & Channel Relocations
11•.•
Section A- Water Line Improvements
Section B- Sanitary Sewer Line Improvements
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement witn City in the form inciuded 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 D�cuments.
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, wili do so pending contract award, and wili provide a valid
insurance certificate meeting ali requirements witnin 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 directiy 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 indirectiy, 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
Form Revised 20120327 Copy of 00 35 13_00 41 00_00 42 43_00 43 13_00 43 37_00 45 12 Bid Proposal Workbook
ooa� o0
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowiedges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Water Distribution, Urban and Renewal, 12-inches diameter and smaller
b. Water Transmission, Urban/Renewal, 42-inches and smaller
c. Sewer Collection System, Urban/Renewal, 12-inches and smaller
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 330 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, 5ection 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
n. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Totai 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. Oniy this figure will be read pubiicly 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.
Total Bid:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Copy of 00 35 13_00 41 00_00 42 43_00 43 13_00 43 37_00 45 12 Bid Proposal Workbook
00 41 00
BID FORM
Page 3 of 3
7. Bid Submittal
This Bid is submitted on
Respectfully
By:
Jerry Conatser
(Printed Name)
Titie: Presidnet
Company: Conatser Construciton TX, LP
Address: PO Box 15448
Fort Worth, Texas 76119
State of Incorporation:
Emaii: jerry@conatser.com
Phone: (817) 534-1743
Texas
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
May 23, 2013
by the entity named below.
Corporate Seal:
END OF SECTION
Copy o( 00 35 13_00 41 00_00 42 43_00 43 13_00 43 37_00 45 12 Bid Proposa� Workbook
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00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 ot 1
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 nonresidenYs principal place of business is located.
The appropriate blanks in Section A must be fiiled out by ail 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 B�ank , 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. �
�� ;
Conatser Construciton TX, LP
PO Box 15448
Fort Worth, Texas 76119
0
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 Copy of 00 35 13_00 41 00_00 42 43_00 43 13_00 43 37_00 45 12 Bid Proposal Workbook
Date: cQ,3 1�_
004511-I
BIDDERS PREQUALIFICA'I'IONS
Page 1 of 3
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SECTIOii100 451i
BIDDERS PREQUALIFICATIONS
1. Summary. All contractors are required to be prequalified by the City prior to subnutting
bids. To be eligible to bid the contractor inust 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, Bidder
Prequalificatioil Application in accordance with the requirements below.
The prequalification process will establish a bid linut based on a technical evaluation and
financial analysis of the contractor. The information must be submitted seven (7) days prior
to the date of the opening of bids. For example, a contractor wishing to submit bids on
projects to be opened on the 7th of April must file the information by the 31st day of March
in order to bid ou these projects. In order to expedite and 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 firin's organizational documents (Corporate Charter, Articles
of Incorporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The firm's Texas Taxpayer ldentification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification
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. Fi�2ancial SZate»lents. 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.
CPl'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
TRV — Parts 6& 12 — White Setdement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
1
2
3
4
5
6
7
004511-3
BIDDERS PREQUALIPICATIONS
P2ge 3 of 3
d. If a contractor has a valid prequalificaeion letter, the contractor will be eligible to bid
the prequalified work types until the expiration date stated in the letter.
END OF S�CTION
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
TRV — Parts 6& 12 — White SetHement Bridge
Wuter and Sanitary Sewer Relocations
City Project No. 00969
00 45 12
BID FORM
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to compiete 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 Contractor/Subcontractor Company Name Prequalification
Expiration Date
Water Distribution, Urban and
Renewal, 12-inches diameter Conatser Construction TX, LP 4/30/2014
and smaller
Water Transmission,
Urban/Renewal, 42-inches and Conatser Construction TX, LP 4/30/2014
smaller
Sewer Collection System,
Urban/Renewal, 12-inches and Conatser Construction TX, LP 4/30/2014
smaller
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
Conatser Construciton TX, LP
PO Box 15448
Fort Worth, Texas 76119
0
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120 Copy of 00 35 13_00 41 00_00 42 43_00 43 13_00 43 37_00 45 12 Bid Proposal Workbook
Date: ��J' p�, 3� ��
��—c
004526-1
CONTRACTOR CODRPLIANCE WITH WORKER'S COMPENSATION LAW
Page I of I
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMP�NSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 00969. Contractor further certiiies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Lbn�.�, e � �p�ns-�n,�. c:�; o,� 'UC .�1�
Company
P 0. �o n 1 �'-�'� �
Address
(��rt l.�o{ �� . T� `7� I I�i
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
/��C C� i c� A Yl -t.
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
v v'C �I ['�-�lCt.• �P� , known to me to be the person whose name is
subscribe to the foregoing insh�ument, and acknowledged to me that he/she executed the same as
the act and deed of �D�rlc�-t$Q i%� Sti�A �1 Dn'TX� Li� for the purposes and
consideration therein expressed and in the capacity therein stated. �
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3 day of
('���-------� 20�
,,,,,.,,,,,,, ' _'--- �(,t,a,,t� �
,,�o��"YP�s,�. VICKI l, OLSON ��
�:r' '•°�: Notary Public, State of Texas
;�;,� •��.,: My Commission Expires Notary Public in and for the State of Texas
���;;;;;;�° November 12, 2013
END OT SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3
Revised July I, 20ll
:
Signature:
TRV — Parts 6& 12 — White Settlement Bridge
Water and 3anitary Sewer Relocations
City Project No. 00969
�
00 45 40 - I
MWORITY AND WOMLN BUSINESS ENTGRPRIS� GOAL
Page 1 of I
1 S�CTION 00 45 40
2 MINORITY BUSINESS ENTERPRISE GOAL
4 APPLICATION OI' Pnr rCy
5 If the tota] dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
6 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
7 subcontracting goal is not applicable.
8
9 POLICY STAT�M�NT
]0 It is the policy of the City of Fort Worth to ei�sure the full and equitable participatiou by Minority
11 Business Enterprises (MBE) in the proan�ement of all goods and services. All requirements and
12 regulations stated in the City's current B�isiness Diversity Enterprise Ordinance apply to this bid.
13
14 MB� PROJ�CT GOAL
IS The City's MBE goal on this project is 7% of the total bid (Bnse bicl n�plies to Purks m�d
16 Con�mimity Seri�ices). Note: If both MBE and SBE subcontracting goals are established for this
17 project, then an Offeror must subnut both a MBE Utilization Form and a SBE Utilization Form to be
18 deemed responsive.
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COMPLIANCE TO BID SP�CIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
required to comply with the intent of the City's Busiuess Diversity Ordinance by one of the
following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Nleet or exceed the above stated MBE goal through MBE Joint Venture participation, or
3. Good I+aith Effort documentation, or;
4. Waiver documeutation.
Failure to comply with the City's M/WBE Ordinance, shall res�ilt in the Bid being considered non-
responsive. Any questions, please contact the M/WBE Office at (817) 392-6104.
SUBMITTAL OF REQUIR�D DOCUNIENTATION
The applicable documents must be received by the Managing Department, within tl�e following
times allocated, in order for the entire bid to be considered respo��sive to the specifications. The
Offeror shall deliver the MBE doc�unenCation in person to the appropriate employee of the Maiiaging
Department and obtain a date/time receipt. Such receipt shall be evidence tliat the City received the
documentation in the time allocated. A faxed copy�will uot be accepted.
1. SubconU�actor Utilization Foi-m, if goal is met received by 5:00 p.m., five (5) City business days after
or exceeded: the bid opening da[e, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Foi•m, if participation is less than the bid opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., tive (5) City business days after
Utilizatioii Form, if no MBE participation: the bid opening date, exclusive of the bid opening date.
4. Prime Coiuractor Waiver Form, if firm will received by 5:00 p.m., five (5) City business days after
�erform all subcontracting/supplier work: the bid opening date, exclusive of the bid opening date.
S. Joint Venture Fonn, if utilizing �joint venture received by 5:00 p.m., five (5) City business days after
to meet or exceed goal. tl�e bid opening date, exclusive of the bid opening date.
�Nn or s�crioN
CITY OF �ORT WORTH
STANDARD CONS'IRUCT[ON SPGCIFICAT[ON DOCUMGNTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Settlement Bridge
Water and Sanitaiy Sewer Relocations
Ciq� Project No. OOJ69
00 52 43 - i
Agreement
Page 1 of 4
S�CTION 00 52 43
�a
AGREEMENT
3 THIS AGR�EMENT, authorized on 13 August 2013 is made by and between the City of Fort
4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
5 ("City"), and CONATSER CONSTRUCTION TX LP., authorized to do business in Texas,
6 acting by and through its duly authorized representative, ("Contractor").
7 City and Contractor, in consideration of the mutual covenants hereiizafter set forth, agree as
8 follows:
9 Article 1. WORK
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Contractor shall complete all Worlc as speciiied 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 & Sanitary Sewer Relocations for Tlze Trinitv River Vision — Cemral Citv Proiect &
Trinity Uptown Service Area, Phase 1&2A-BridQe & Claannel Relocations
Parts 6& 12 — W/aite Settlement Brid�e Water & Sanitary Sewer Relocatiotrs
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 330 Calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. 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 fot� delay (but not as a penalty), Contractor shall pay
City T{aree Tltorrsand Dollars ($3,000.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
TRV- Part 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
Revised June 4, 2012 City Project No. 00969
005243-2
Agreement
Page 2 of 4
37 Article 4. CONTRACT PRIC�
38 City agt•ees to pay Contractoi• for perfoi•inance of the Work in accordance with the Contract
39 Documents an amount in current funds of THREE MILLION, NINE HITNDRED EIGHTY
40 TWO THOUSAND, S�VEN HUNDRED NINETEEN DOLLARS AND NO CENTS
41 �$3,982,719.00).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
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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 (pr•oject specific)
b. Curc•ent 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. MWBE Commitment 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.
a Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 4, 2012
TRV- Part 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
00 52 43 - 3
Agreement
�'age 3 of 4
77 Article 6. IND�MNIFICATIOlv
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f►.1 Coattract��• ct)vQ�a��tg azas# a�ti•Qe_c tr� in�l�miaifvy l�r�irl iaa�rmincc a+�xl :�,�f;;,:��5 �t sf� ,...,.,
expense, the city, its officers, servants and employees, fi•om anci against any and all
claims arising out of, or alleged to arise out of, the work and sei-vices to be perfoY•med
by the contractor, its of�cers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemniiication provisiou is specifically intended to operate
and be effective even if it is alle�ed or proven that all or some of the damages being
soi�ht we►•e causeci, in whole or in part, bv any act, omission or ne�li�ence of tl�e citv.
This iuciemnity provision is intended to include, without limitation, indemnity for
costs, expenses anci legal fees iucurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold hai•mless, at its own expense,
the city, its of�cers, servants and employees, fi•om and against any �i�d �il� loss9 dam�ge
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 ofiicers, agents, emplo,yees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specificallv intended to operate and be effective even if it is alle�ed or
proven that all or some of the dama�es being sought were caused, in whole or in �art,
by anv act, omission oY• ne�ligence of the city.
Article 7. MISCELLANEOUS
99 7.1 Terms.
100 Terms used in this Agreement which are defined in Ai�ticle 1 of the General Conditions will
101 have the meanings indicated in the General Conditions.
102 7.2 Assignment of Contract.
103 This Agreement, including all of the Contract Documents may not be assigned by the
104 Contractor withc�ut the advanced express written consent of the City.
105 7.3 Successors and Assigns.
106 City and Contractor each binds itself, its partners, successors, assigns and legal
107 representatives to the other party hereto, in respect to all covenants, agreements and
108 obligations contained in the Contract Documents.
109 7.4 Severability.
ll0 Any provision or part of the Contract Documents held to be unconstitutional, void or
111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
ll2 remaining provisions shall continue to be valid and binding upon CITY and
113 CONTRACTOR.
I ld 7.5 Governing Law and Venue.
115 This Agreement, including all of the Contract Documents is performable in the State of
116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
117 Northern District of Texas, Fort Worth Division.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
TRV- Part 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
Revised June 4, 2012 City Project No. 00969
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00 52 43 - 4
Agreement
Page 4 of 4
Other Provisions.
The Contractoi• agrees to pay at least minimum wage pei• hour foi• all labor as the same is
classified, promulgated and set out by the City, a copy of which is attached hereto and
made a pai�t hereof the same as if it were copied verbatim herein.
Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties
Contractor:
Co�tatser C
Ci
BY� `W�0
Fernando Costa
Assistant City Manager
/ '
(Printed Name)
Address: �. �. '�� lLj��
M&cc-Z�s�,
Date: � 13 - 1 3
City/State/Zip:��-~ I�QI`f'�I t � �%�P� ��
�.
Date
Form and Legality:
�., �t����_�--_--'
Douglas W. Black
Assistant City Attorney
APPROVAL RECO MENDED:
� l�^
, , UV'�`
— - - Frank Crtrnab
4F�I�IAL RECAfd� Di�cTOR,
Watef� Departn�ent
CITX �ECI��'�'�'�,'
!�1`� [�R�1� �
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 4, 2012
TRV- Part 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
00 61 13 - I
PERFORMANCr BOND
Page 1 of 2
Bond No: 022Q'+5119
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SECTION 00 61 13
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, Conatser Construction. TX, LP., knowii as "Principal" llerein and Liberty Mut.ual Insurance
Campany , a corporate surety(sureties, if more than one) duly authorized to do business in
the State of Texas, known as "Surety" l�erein (whether one or more), are held and firmly bound
unto the City of Foi-t Worth, a municipal corporation created pursuant to the laws of Texas,
known as "City" hei•ein, in the penal sum of, Three Million, Nine Hundi•ed Ei�hty T���o
Thousand, Seven Hundred Nineteen Dollars and No Cents ($3,982,719.00) 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.
16 WHEREAS, the Principal has entered into a certain wi•itten contract with the City
17 awarded the 13 day of Au�ust, 2013, which Contract is hereby referred to and made a part hereof
18 for all puiposes as if fully set forth herein, to furnish all materials, equipment labor and other
19 accessories defined by Iaw, in the prosecution of the Work, including any Change Orders, as
20 provided fot• in said Contract designated as Water & Sa��itary Sewer Re%cations for Tlre Trinitv
21 River Vision — Central Citv Proiect & Trinitv Uptown Service Aren, Phnse 1�4c2A-BridQe �
22 Clrnnnel Relocations
23 Parts 6& 12 — WJrrte Settlement BridQe Water & Snnitary Sewer Relocatiojis
24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
25 shall faithfully perform it obligations tmder the Contract and shall in all respects duly and
26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
27 specifications, and contract documents therein referred to, and as well during any period of
28 extension of the Contract that may be granted on the part of the City, then this obligation shall be
29 and become null and void, otherwise to remain in full force and effect.
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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.
CITY OF FORT WORTH TRV — Part 6& 12- White Settiement Bridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water a��d Sanitary Sewer Relocations
Revised July 1, 2011 City Project No. 00969
00 61 13 - 2
PERiORMANCE BOND
Page 2 of 2
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This bond is made and eaecuted in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, ar�d all liabilities on tllis bo��d sl�all be determined in
accordance with the provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 13 dav of Au�ust, 2013.
ATTEST:
(Principal) Secretary
PRINCIPAL:
onatser onstruc "on TX LP
�--�'
BY: % �, j �.' � —`__,.__.___
Si ai'ta`ie �� �
Jerry Conatser, President of
Conatser Manageirnnt Group, In�, GP
Name and Title
Address: P. 0. Box I5448, Fort Worth, TX 76]]9
�2Q �� ��
Witness as to Principal
SURETY:
Liberty Mut.ual Insurance Company
B Y:
Si nature
Glenna S.,Davis
Attorney-in-Fac�
Name and Title
C�o%���w
Wih�ess as to Surety
Nikki AdanLs
Address: U5 Berkeley St.reet
Bosron, MA 02117
Telephone Number: 972-233-9588
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
fi•om the by-laws showing that this person has author•ity to sign sucl� obligation. If
Surety's pliysical address is different fi•om its mailing address, both must be provided.
The date of the bond shall not be priar to the date the Contract is awarded.
CITY OF FORT WORTH TRV — Part 6& 12- White Settlement Bridge
STANDARD CONSTRUCTION SPECIPICATION DOCllMENTS Water a�id Sa�iitary Se���er Relocations
Revised July I, 20ll City Project No. 00969
00 61 14 - 1
PAYMENT E30ND
Page 1 of 2
Bond No: 022Q'+5119
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 14
PAYMENT BOND
.
KNOW ALL BY THESE PRESENTS:
7 That we, Conatser Construction TX LP., known as "Principal" herein, and
g LibertX Mutual Insurance Co�t�pan� , a co�porate surety
9 (sureties), duly authorized to do business in the258- State of Texas, known as "Surety" herein
10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
12 penal sum of Three Million, Nine Hundred Ei�hty Two Thousand, Seven Hundred Nineteen
13 Dollars and No Cents ($3,982,719.00) lawful money of the United States, to be paid in Fort
14 Woi-th, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind
15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
16 firmly by these presents:
17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 13
18 ciav of August 2013, which Contract is hereby referred to and made a pat-t hereof for all purposes
19 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as
20 defned by law, in the prosecution of the Work as provided for in said Contract and designated as
21 Wnter & Sa�iitary Setit�er Relocntions for T/te Triiritv River Vision — CerrtraC Citv Project &
22 Trin_ity Uptow�t Service Area, Phnse 1&2A-BridQe & Clra»nel Relocrrtions
23 Pnrts 6& 12 — W/tite Settle��ient Brid�e Water & Sanitary Sewer Relocations
24
25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
26 Pi•incipal shall pay all monies owing to any (and all) payment bond benefciary (as defined in
27 Chapter 2253 of the Texas Government Code, as amended) in tlle prosecution of the Work under
28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
29 force and effect.
30 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
31 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
32 accordance with the provisions of said statute.
33
CITY OF FORT WOR'I'H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
TRV-Part 6& 12 White Settlement Bridge
Water and Sanitary Se���er Relocations
City Project No. 00969
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00G114-2
PAYMENT BOND
Page 2 of 2
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authoi•ized agents and officers on this the 13 day of Au�ust, 2013 .
ATTEST:
(Principal) Secretary
� I /�/ ► ` �Ci'l.�-CJ v
Witness as to Principal
ATTEST:
(Surety) Secretaiy
Witness as to Surety
Nikki Adams
PRINCIPAL:
Conat.ser Const.ruction TX, LP �
'
BY: ��
' nature
erry Conatser, PresidenY of
Conat.ser Management Group, Inc., GP
Name anci Title
Address: P. 0. Box 15�+48
Fort Worth. TX 76119
SURETY:
Libert� Mutual Insurance Cc�anv
BY:
igna ire
Glenna S. Davis
AYtorne.�—in—FacY
Name and Title
Address: 175 Berkeley Street
Boston, MA 02117
Telephone Number: 972-233-9588
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person l�as authority to sign such obligation. If Surety's pl�ysical
address is diffei•ent fi�om its mailing address, both must be provided.
The date of the bond shall not be prior to the date tlle Contract is awarded.
END OF SECTION
CITY OF FORT WORTH TRV-Part 6& 12 White Settlement Bridge
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS Water and Sa�iitary Se�ver Relocations
Revised July 1, 2011 City Project No. 00969
00 61 19 - I
MAINTENANCE BOND
Page 1 of 3
Bond No: 022Q'+5119
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SECTION 00 61 19
MAINTENANCE BOND
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IS
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THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Conatser Consh•uction TX.LP., known as "Principal" ]lerein and Liberty Mut:ual Insurance
Campany , a corporate surety (sureties, if more than one) duly authorized to do
business in the State of Texas, known as "Surety" hei•ein (whether one or moi•e), 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" herein, in the sum of Tliree Million, Nine Hundred Ei�hty
Two Thousand, Seven Hundred Nineteen Dollars and No Cents ($3,982,719.00), lawful
money of the United States, to be paid in Fort Worth, Tarr•ant County, Texas, for payment of
which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEIZEAS, the Principal has entered into a certain written contract with the City awarded the
13 dav of Au�ust, 2013, which Contract is l�ereby referred to and a made part hereof for all
purposes as if fully set forth herein, to fi�rnish all materials, equipment labor and other accessories
as defined by law, in the prosecution of the Work, including any Work resulting from a duly
authorized Change Ordei• (collectively herein, the "Work") as provided for in said contract and
designated as Water & Sanitary Sewer Relocatioirs for Tlre Trinitv River Visiort — Central Citt�
Project & Trinit�� Uptown Service Area, Phase 1 8c2A-Brid�e � Clrannel Relocations
Parts 6& 12 — White Settlefnent Brirl�e Water 8c Sanitary Sewer Relocations; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain fi•ee from defects in materials or worlananship for and during the period of rivo (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the City of the need therefor at any time within the Maintenance
Period.
TRV- Part 6&12- White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20ll
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0061 19-2
MAINTENANCG BOND
Page 2 of 3
NOW THEREFORE, the condition of this obligation is such that if Pi•incipal shall
remedy any defective Work, for which timely notice was provided by City, to a completion
satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
fi�ll force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agi•eed that the City may cause any and all such defective Work to
be i•epaired and/or reconst�ucted witli all associated costs thereof being boi•ne by the Principal and
the Sur-ety under this Mai�itenance bond; and
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 Nortliern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in natui•e and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
TRV- Part 6&12- White Settlement Bridge
Water a�id Sanitary Se���er Relocations
City Project No. 00969
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00 61 19 - 3
MAIN"I'ENANCE IIOND
Page 3 of 3
IN WITNESS WHER�OF, the Principal and the Sui•ety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 13 dav of Au�ust, 2013.
ATTEST:
(Principal) Secretary
�-C�r1�/� NI� �,�,Q,etv
Witness as to Principal
ATTEST:
PRINCIPAL:
��naYser (;nn ' - I,P
. ,_,.
��'..--",� -�-m _"_
� � � . ---.
BY: J � -�-�----'
ignature
�rry Conatser,President of Conatser
Manageirent Group, Inc., GP
Name and Title
Address: P. 0. Box 15448
Forr Worrh TX 76119
SURETY:
Liberty Mut.ual Insurance Campany
BY:
ignature
Glenna S. Davis,
Attorne,y-in-Fact:
Nan1e and Title
Address: 175 Berkeley Stre.et
(Surety) Secretary Boston, MA 02l 17
< iy�.���-(�C�
Witness as to Surety Telephone Number: 972-233-9588
Nikki Ada�ns
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
fi�om 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 Uond shall not be prior to the date the Contract is awarded.
,,.
CITY OF FORT 1��ORTH TRV- Part 6& 12- White Settiement Bridge
STANDARD CONS"I'RUCTION SPECIFICA'I'ION DOCUMENTS Water a��d Sanitary Sewer Relocations
Revised July 1, 2011 City Project No. 00969
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
Certificate No. 55siaso
American Fire and Casualty Company Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company Peerless Insurance Company
WestAmerican Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmerican Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of
the State of Ohio, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, ihat Peerless Insurance Company is a corporation
duly organized under the laws of the Staie of New Hampshire, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein
colieciively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Carol�n Ma�; Cathy Vinson; Glenna S.
Davis; Greg A. Wilkerson; John R. Wilson
ali of the city of Fort Worth , state of TX each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge
and deliver, for and on its behaif as surety and as its act and deed, any and all untlertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall
be as binding upon the Companies as if they have been duly signed by the president antl attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF, this PowerofAttorney has been subscribed by an authorized officerorofficial ofihe Companies and the corporate sealsof the Companies have been affixed thereto this
28th d8y of September � 2012 ,
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STATE OF WASHINGTON ss
COUNTY OF KING
American Fire and Casualty Company
The Ohio Casualty Insurance Company
Liberty Mutual Insurance Company
Peerless Insurance Company
WestAmerican Insurance Company
By: � �
Gregory W. Davenport, Assistant Secretary
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On ihis 2ath day of September , 2012 , before me personally appeared Gregory W. Davenport, who acknowledged himself to be the Assistant Secretary of American Fire and
Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Company, Peerless Insurance Company and West American Insurance Company, and that he, as such, being
authorized so to do, execute the foregoing instrument for the purposes therein containetl by signing on behalf of the corporations by himself as a duly authorized officer.
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notariai seal at Seattle,;Washington, oo the day and year first above written.
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This Power ofAttorney is matle and executed pursuant to antl by authority of the following By-laws and Autfi'orizations ofAmerican Fire antl Casualty Company, The Ohio Casualty Insurance
Company, Liberty Mutual Insurance Company, West American Insurance Company antl Peerless Insurance Company, which resolutions are now in full force and effect reading as follows:
ARTICLE IV - OFFICERS - Section 12. Power ofAttorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject
to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behaif of the Corporation to make, execute, seal,
acknowledge and deliver as surety any and ali undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective
powers of attorney, shall have full power to bind the Corporaiion by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so
executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under
ihe provisions of this article may be revoked at any iime by the Board, the Chairman, the President or by the officer or o�cers granting such power or authority.
ARTICLE XIII - Execution of Contracts - SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,
and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute,
seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys•in-fact subject to the limitaiions set forth in their
respective powers of attorney, shall have full power to bind the Company by their signature a�d execution of any such instruments and to attach thereto the seal of the Company. When so
executed such instruments shall be as binding as if signed by ihe president and attested by the secretary.
Certificate of Designation - The Preside�t of the Company, acting pursuant to the Bylaws of the Company, authorizes Gregory W. Davenport, Assisiant Secretary to appoint such
attorney-in-fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other
surety obligations.
Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and biding upon the Company with the
same force and effect as though manually affixed.
I, David M. Carey, the undersigned, Assistant Secretary, of American Fire and Casuaity Company, The Ohio Casuaity insurance Company, Liberty Mutuai insurance Company, West
American Insurance Company and Peerless Insurance Company do hereby certify that the original power of attorney of which the foregoing is a fuil, true and correct copy of the Power of
Attorney executed by said Companies, is in full force and effect and has not been revoked.
IN TESTIMONY WHEREOF, i have hereunto set my hand and a�xed the seals of said Companies this 1�rl, day of A>>,o ,Gt , 20_j_3_ .
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Important Notice
TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT:
You may write to Liberty Mutual Surety at:
Liberty Mutual Surety
Interchange Corporate Center
450 Plymouth Road, Suite 400
Plymouth Meeting, PA 19462-8284
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://v�Nvw.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
Premium or Claim Disputes
Should you have a dispute concerning a premium, you should contact the agent first. If you
have a dispute concerning a claim, you should contact the company first. If the dispute is not
resolved, you may contact the Texas Department of Insurance.
Attach This Notice To Your Policy:
This notice is for information only and does not become a part or condition of the
attached document.
LMIC-3500 Page 1 of 2 Rev. 7.1.07
�
CERTIFICATE Ol' INSURANCE
TO: CITY OF FORT WORTH Date:
NAME OF PROJECT: Water cP� Sanitary Sewer Relocations for Tlee Trinity River Vision — Central
City Proiect & Trinitv Uptown Se�vice Area, P/ease 1&2A-Brid�e & Cl:annel Relocrrtions
Parts 6& 12 — W/rtfe Settlefnertt Brid�e Water & Sartitary Seiver Relocrriiojrs
PROJECT NUMBER: Water P265-60917009G988 ,Sanitary Sewer P275-709170096988
IS TO CERTIFY THAT: Conatser Construction TX LP
is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for
the type of insurance and accordance with provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE
Policy Effective Ex ires Limits of Liability
Worker's Com ensation
Comprehensive General Bodily Injury:
Liability Insurance (Public Ea. Oecurrence: $
Liability) Property Damage:
Ea.Occurrence: $
Blastin Ea.Occurrence: $
Collapse of Building or
strttchires adjacent to Ea. Occurrence: $
excavations
Damage to Underground
Utilities Ea.Occurrence: $
Builder's Risk
Comprehensive Bodily Injury:
Automobile Liability Ea. Person: $
Ea. Occurrence: $
Property Damage:
Ea. Occurrence: $
Bodily Injury:
Cont►•actual Liability Ea. Occurrence: $
Properiy Damage:
Ea.Occurrence: $
Other
Locations covered: Surrounding at Fort Worth TX
Description of operations covered: Sewer line relocation for the above contract.
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than fve (5) days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be
assu►•ed, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement
thereto attached.
The City, its officers, employees and servants shall be endorsed as an additional insured on Contractoi's insurance policies
excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy.
Agency Insurance
Fort Worth A�ent By
Title
STANDARI� GENERA� CaNI�ITIONS
Q� THE CONSTRUL 1�i�N CONTRACT
C[TY OF �ORT WOR'I'1I
STANDARDCONSTRUCTfON SPGCI[ICATION DOCUMENTS
Revision: R^ce�nber21,2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Acticle 1— Definitions and Terminology .......................................................................................................... l
1.01 Defined Terms ............................................................................................................................... l
I.U2 Ter►ninology ..................................................................................................................................6
Article2 — Preliminary Matters .........................................................................................................................7
2.01 Copies of Documents ....................................................................................................................7
2.02 Commencement of Contract Titne; Notice to Proceed ................................................................ 7
2.03 Starting the Work .......................................................................................................................... 8
2.04 Before Starting Construction ........................................................................................................ 8
2.05 Pceconstruction Conference ..........................................................................................................8
2.06 Public Meeting .............................................................................................................................. 8
2.07 Initial Acceptance of Schedules .................................................................................................... 8
Aiticle 3— Contract Documents: Intent, Amending, Reuse ............................................................................ 8
3.01 Intent .............................................................................................................................................. 8
3.02 Refecence Standards ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies .......................................................................................9
3.04 Amending and Supplementing Conh�act Documents .................................................................10
3.05 Reuse of Documents ...................................................................................................................10
3.06 Electronic Data ............................................................................................................................ l l
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l l
4.01 Availability of Lands .................................................................................................................. I 1
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Diffecing Subsucface or Physical Conditions ................................................................
.............12
4.04 Undecgj•ound Facilities ...............................................................................................................13
4.05 Reference Points .........................................................................................................................14
4.06 Hazardous Environmental Condition at Site ..............................................................................14
Article5— Bonds and Insurance .....................................................................................................................16
5.01 Licensed S�u�eties and Insurers ...................................................................................................16
5.02 Perfocmance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of [nsu��ance .............................................................................................................16
5.04 Contractor's Insurance ................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19
Article 6 — Contractor's Responsibilities .......................
6.01 Supervision and Supecintendence ..............
.................................................................................19
.................................................................................19
CITY OF FOR'I' WORTI {
STANDARDCONSTRIICTiON SPECfI=ICAT[ON DOCUMGNTS
Revision: Dzce�nber21,2012
6.02 Labor; Wocicing Hours ................................................................................................................20
6.03 Services, Materials, and Equipment ...........................................................................................20
6.04 Project Schedule ..........................................................................................................................21
6.05 Substittites and "OI•-Equals" .......................................................................................................21
6.06 Concerning Subcontractols, Suppliers, and Othecs ....................................................................24
6.07 Wage Rates ..................................................................................................................................25
6.08 Patent Fees and Royalties ...........................................................................................................26
6.09 Permits and Utilities ....................................................................................................................27
6.10 Laws and Regulations .................................................................................................................27
6.11 'I'a�es ...........................................................................................................................................28
6.12 Use of Site and Other areas .......................................................................................................28
6.13 Recocd Documents ......................................................................................................................29
6.14 Safety and Protection .................................................................................................................. 29
6.15 Safety Repi•esentative ..................................................................................................................30
6.16 Hazard Communication Programs .............................................................................................30
6.17 Emergencies and/or Rectification ...............................................................................................30
6.18 Submittals ....................................................................................................................................31
6.19 Continuing the Worl< ...................................................................................................................32
6.20 Contractor's Genecal Warra�ity and Guarantee ..........................................................................32
6.21 Indemnifcation .........................................................................................................................33
6.22 De(egation of Pcofessional Design Seivices ..............................................................................34
6.23 Right to Audit ..............................................................................................................................34
6.24 Nondiscriminatiotl .......................................................................................................................35
Acticle 7- Other Wocl< at the Site ................................................................................................................... 35
7.01 Related Wocic at Site ................................................................................................................... 35
%.�2 COOI'Cllilail011 ................................................................................................................................3�
ArCicle 8 - City's Responsibilities ...................................................................................................................36
8.01 Communications to Contractor ...................................................................................................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 [nspections, Tests, and Appi�ovals .............................................................................................. 36
8.07 L1117ti�itiO11S OIl Cliy's Responsibilities .......................................................................................37
g.�g U11CIISCIOSeCI Hc�Zat"CIOIIS EI1VlCOt1111e11i1I COIICIItfOl1 ....................................................................3%
8.09 Comp(iance with Safety Progcam ...............................................................................................37
Acticle 9- City'S O�S21'Vc�t1011 StaillS Dlll'111� COI1SifUCtl011 ...........................................................................3%
9.01 City's Pcoject Repj•esentative .....................................................................................................37
9.02 Visits to Site ................................................................................................................................37
9.03 Authorized Vai•iations in Worlc ..................................................................................................38
9.04 Rejecting Defective Worlc ..........................................................................................................38
9.05 Determinations for Worlc Performed ..........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Wocl< .....................38
Cf'I'Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIP[CAT[ON DOCUMENTS
Revision: Decembcfi21,2012
Article 10 - Changes in the Worlc; Claims; Extra Worlc ................................................................................38
10.01 Authorized Changes in the Work ...............................................................................................38
10.02 Unautho►•ized Changes in the Woi�lc ...........................................................................................39
10.03 Execution of Ch_a.nge Orders ....................................................................................................... 39
10.04 Extra Worlc ..................................................................................................................................39
10.05 Notification to Surety ..................................................................................................................39
' 10.06 Contcact Ciaims Pcocess .............................................................................................................40
Article 1 I- Cost of the Worlc; Allowances; Unit Pcice Worlc; Plans Quantity Meas�u•ement ......................41
11.01 Cost of tlle Worlc ......................................................................................................................... 41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Pcice Worlc ..........................................................................................................................44
11.04 Plans Quantity Measuretnent ......................................................................................................45
Article 12 - Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contcact Price ............................................................................................................46
12.02 Change of Contract Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
Article 13 - Tests and Inspections; Coj•rection, Removal or Acceptance of Defective Worlc ......................48
13.01 Notice of Defects ........................................................................................................................48
13.02 Access to Work ........................................................................................................................... 48
13.03 Tests and Inspections ..................................................................................................................48
13.0� UI1COVe1'lllg WOI'�C ........................................................................................................................ �9
13.05 City May Stop the Work .............................................................................................................49
13.06 Correction or Removal of Defective Work ................................................................................ 50
13.07 Correction Period ........................................................................................................................ 50
13.08 Acceptance of Defective Wo►•k ................................................................................................... 51
13.09 C ity May Correct Defective Work ............................................................................................. S 1
Article 14 - Payments to Contractoc and Completion .................................................................................... 52
14.01 Schedule of Values ......................................................................................................................52
14.02 P►•og1•ess Payments ...................................................................................................................... 52
14.03 Cont►•actor's Wa1•canty of Title ................................................................................................... 54
14.04 Partial lltilization ........................................................................................................................ 55
14.05 Final Inspection ...........................................................................................................................55
14.06 Final Acceptance .........................................................................................................................55
14.07 Final Payment ..............................................................................................................................56
14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56
14.09 Waiver of Claims ........................................................................................................................57
Acticle 15 - Suspension of Worl< and Termination ........................................................................................ 57
15.01 City May Suspend Wock .............................................................................................................57
15.02 City A��uy Terminate for Cause ................................................................................................... 58
15.03 City May Tecminate For Convenience .......................................................................................60
Ai-ticle 16 - Dispute Resolution ...................................................................................................................... 6l
16.01 Methods and Pcoceduces .............................................................................................................61
CITY OF �ORT WORTIi
S'I'ANDARD CONS'I'RUC'I'ION SPECIFICAT[ON DOCUMGNTS
Revision: Ik,ce�nl�21, 2012
Ai•ticle 17 — Miscellaneous ...................................................................
17.01 Giving Notice .......................................................
17.02 Compirtation of Tiines .........................................
17.03 Cumulative Remedies ..........................................
17.04 Survival ofObligations ........................................
17.05 Headings ...............................................................
........................................................... 62
........................................................... 62
........................................................... 62
........................................................... 62
........................................................... 63
........................................................... 63
CITY OF FORT' WORTH
STANDARD CONSTRUCTfON SPECIP[CATION DOCUM�NT'S
Revision: Dzcemt�21, 2012
00 �2 00 - i
GENERAL CONDITIONS
Page I of 63
ARTICL� 1— D�FINITIONS AND T�RMINOLOGY
1.O1 Deft��ed Tern��s
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the ineanings il�dicated whicll are applicable to both the singular and plural thereof,
and words denoting gender shall inelude the maseuline, feminine and neutec. 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 te�•m, the term shall have a meaning as defined below whethec
capitalized or italicized or otherwise. In addition to terms specifically defil�ed, terms with initial
eapital letters in the Contcact Docuinents incl�ide references to ide�ltified articles and pa�•agraphs,
and the titles of othec documents or forms.
1. Adde��da—Wcitten or g►•aphic instcu►nents isslled prior to the opening of Bids which clarify,
cor��ect, or change the Bidding Requirements or the pcoposed Contract Documellts.
2. Agreeme»!—The written instrument which is evideilce of the agreement between City and
Contractor covering the Worlc.
3. Apl�licatio�� fo�� Payn�ent—The form acceptable to City which is to be used by Conh�actor
during the course of the Worlc in requesting progress or final payments and which is to be
accompanied by such supporting docutnentation as is required by the Contract Documents.
� 4. A,sbestos—Any material that contains �noce than one pe►�cent asbestos and is fi•iable or is
celeasing asbestos fibecs into the air above curre►It action levels established by the United
States Occupational Safety and Health Administration.
5. A�var•d — Authorization by tlle City Council for the City to entec into an Agreement.
6. Bid—The offer ol• proposal of a Bidder submitted oi� the prescribed form setting fortll the
prices fol• the Worlc to be performed.
7. I3idcle�°—The individual or entity who submits a Bid dicectly to City.
8. I3icldi��g Docim�ents—The Bidding Requirements and the proposed Contract Doculnents
(including all Addenda).
9. Bidding Requi�°en�ef�ts—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
secul•ity of acceptable form, if any, and the Bid Form with any supplements.
10. I3a�a�i»ess 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.
1 l. Barzzsrnn — City's on-line, electronic document management and coliaboration system.
12. Calendar Day — A day consisting of 24 hours meas�u•ed fi�om midnight to the next midni�ht.
CIT1' OF EORT WORTH
STANDARDCONSTRUC"r10N SPGCIP[CATION DOCUMENTS
Revision: Dzce�n�i21,2012
00 �z oo - i
GENERAL CONDITIONS
Page 2 of 63
13, Chaf�ge Orde�•—A document, which is prepaced a�1d appi•oved by the City, whicll is sigiled
�y Contractor and City and authocizes a►1 addition, deletion, or cevision in th� Wor•k or an
adjustment in tlle Contract Price or the Contract Time, iss�ied on or aftec the Efrective Date
of the Agreement.
14. City— The City of Fo�t �Vorth, Telas, a home-cule municipal corporatiou, 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 requiced by
Charter to pecform specific duties with cesponsibifity for final enforcement of the contcacts
involving the City of Fort Wocth is by Chai•tec vested in the City Manager and is tlle entity
with whom Contractoc has entered into lhe Agceen�ent and for whonl the Worl< is to be
performed.
15. Cih� Attor»ey — The officially appointed City Attocney of the City of Fort Worth, Te�as, or
Ilis duly autho►•ized representative.
16. Ci/j� Cozmcil - The duly elected and qualified governing body of the City of Fort Wocth,
Texas.
17. Ci1�� Mcnurger� — The officially appointed and autllorized City Manage�� of the City of Foi•t
Worth, Te�as, oc his duly authorized cepcesentative.
18. Co»l�°acl Claim—A demand oc assection by City oc Contractor seeking an adjustment of
Contract Price or Contract Time, or both, oc other relief with cespect to the terms of the
Contcact. A demand for mo��ey or services by a third party is not a Contcact Claim.
19. Cot�l�°acd—The entire aild integrated written document between the City aild Contractor
concei•ning the Wo►�I<. The Contract cotltains the Agceenlent and all Contl•act Docu�nei�ts ai�d
supersedes prioc �iegotiations, i•epl•ese�ltations, or agceements, whether wcitten or oral.
20. Co»t�°crct Doczm�re»!s—Those ite►l�s so designated in tlle Agreement. All items listed in tfle
Agreeineilt are Contract Doeutnents. Approved Subnlittals, othec Contractor submittals, and
the �•epocts and dcawings of subs�u�face and physical conditions are not Conh•act Documents.
21. Co»t��act P��ice—The inoneys payable by City to Contractor for completion of the Wocl< in
accordance with the Contcact Docun�ents as stated in the Agcee�nent (subject to the
provisions of Paragraph I 1.03 in the case of Unit Price Wocic).
22. Cof�tr�aci Time—The number of days or the dates stated in the Agceement to: (i) achieve
Milestones, if any and (ii) complete the Wocic so that it is ceady foc Fii�al Acceptance.
23. Co»t��actor� The individual or entity witl� whom City has enteced into the Agreement.
24. Cost of the uror•k—See Paragraph 11.01 of these General Conditions for definition.
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25. Dcm�age Clain7s — A demand foi� l��oney or services arising fi•om the Project or Site from a
third pa��ty, City or Contractor exciusive of a Co►�tract Claim.
26. Day oc day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director° of A>>iatior� — The officially appointed Dii•ectoc of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, oc agents.
28. Director of Pcn•ks a��d Coi�ln�imity Se��vices — The officially appointed Director of the Parlcs
and Community Services Department of the City of Fort Worth, Texas, o�� his duly appointed
representative, assistant, or agents.
29. Dif�ector of Planni»g and Developmef�t — The officially appointed Dit•ector of the Plailning
and Development Department of the City of Fort Worth, TeYas, or his duly appointed
representative, assistant, or agents.
30. Di��ector of Ti°af�s�ortatio» Pz�blic YT�orks — The officially appointed Director of the
�� Trailsportation Public Works Depai�tnlent of the City of Fort Wortl�, Texas, or his duly
appointed representative, assistant, or agents.
31. Di�•ecto�• of T��ater Depca�b��re»t — The officially appointed Director of the Water Departinent
of the City of Foi�t Worth, Texas, or his duly appointed representative, assistant, or agents.
32. D�•cn>>i»gs—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and chai•actec of the Worlc to be performed by
Contcactor. Submittais are not Dcawings as so defined.
� 33. Effective Date of the Agf�een�es�I—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 delivec.
34. E��gi��ee��—The licensed professional engineer oc engineecing firm registered in the State of
Te�as perfo��ming professional services for the City.
35. Ext��a T��for�k — Additional work made necessaiy by changes oc alterations of the Contcact
Documents or of quantities or fo�� other reasons for whieh no prices are provided in the
Contract Doaunents. Extra work shall be �art of the Worlc.
36. Field Orde�• — A wcitten ocder issued by City �vhich requires changes in the Wock but which
does not involve a ehange in the Conti•act Price, Contract Time, oc the intent of the Engineer.
Field Orders are paid fi�om Field Orde►• Allowances incoi•porated into the Contract by fi�nded
woi•lc type at the time of award.
37. Fi�7�d Acceptance — The written notice given by the City to the Contcacto►� that the Woi•Ic
specified in the Contcact Documents has been cou�pleted to the satisfaction of the City.
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38. Fif�ad Ins�ectro» — Inspection carcied out by the City to verify that the Contractor has
completed the Worlc, and each and eveiy �iart or appurtenance thereof, fiilly, enticely, and in
coilfo��manc�e with the Contcact Documents.
39. Ge»erad Requh�ei��e��ts—Sections of Division 1 of the Contcact Documeilts.
40. Hazcn°doars Enl�ir•o��»�e��tal Caulitioi�—The pi•esence at the Site of Asbestos, PCBs,
Petrole�un, Hazardous Waste, Radioactive Material, or otl�er inatecials in such quailtities or
circ�unstances that may present a substantial danger to persons or propecty eXposed theceto.
41. Hazar��loris Yi�aste—Hazacdous waste is defined as any solid waste listed as hazardous or
possesses o�1e o►• inoee hazal•dous characteristics as defined in the fedei•al waste regulatioils,
as anlended fi•om time to tinle.
42. Lains cmd Rega�datio».s—Any and all applieable laws, cules, ee�ulations, ordi►lances, codes,
and ordecs of any and all goveruulental bodies, agencies, authorities, and courts having
jucisdiction.
43. Liens—Charges, security interests, or encumbrances upon Pcoject fiulds, real property, oc
personal property.
44. Major� Item — An Item of worlc included in the Contt�act Docunlents that has a total cost equal
to or greater than 5% of the ociginal Contcact Price oc $25,000 whichevec is less.
45. Nlilesto»e—A principal eveni specified in the Contraet Documents celating to a►1 intel•mediate
Contcact Tin1e prior to Final Acceptance of the Worl<.
46. Nolice of A�i�cn-d—The wcitten notice by City to the Successful Bidder stating that upoii
timely compfiance by the Successfi�l Bidder with the conditions precede�lt listed the►•eiil, City
will sign and deliver the Agceement.
47. Notice !o Pr�oceed—A wcitten notice given by City to Contcactor fi�ing the date on wllich the
Contc�ct Time �vill commence to ru�1 and on wllich Contcactor shall start to perforin the
Worl< specified in Contract Documents.
48. PCBs—POIj�CIlI01'Ii1�ii�Cl blpllellylS.
�9. Pedrolez�n�—Petroletim, including crude oil or any fi•actioil theceof whicll is liquid at standard
conditions of temperatuce and pressure (60 degrees Fahcenheit and 14.7 poiulds per squace
inch absolute), such as oil, petcoleuin, fitel oil, oif sl�idge, oil refuse, gasoline, I<erosetle, and
oil mixed with other non-Hazacdous Waste and ccude oils.
50. Pla��s — See definition of Drawings.
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51. Project Schedzile—A schedule, prepared and maintained by Contractor, in accordance with
���� the Generai Requiretnents, describing the sequence and duration of tl�e activities comprising
the �oiitractor's plan to accomplish the Work within the Contract Time.
52. P�°oject—The Worl< to �e performed under the Contract Documents.
53. Pr•oject Rep�°esef�tative—The authorized j•ep�•esentative of the City who will be assigned to
the Site.
54. Pi�blic Meeti»g — An ann�unced meeting eonducted by tlle City to facilitate public
participation and to assist the public in gai�iing an informed view of the Project.
55. Radioacti>>e Mate�°iad—Source, special nuclear, or bypi•oduct ►naterial as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regarlar� i��o��kif�g Hoan�s — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excludiil� legal holidays).
57. San�ples—Physical eaamples of materials, equipment, or worlananship that are
cepresentative of some po►-tion of the Work and which establish the standards by which such
portion of the Worlc will be judged.
58. Schedzile of Sz�b»�ittals—A schedule, prepaced c117CI maintained by Contracto►•, of required
subtnittals and the time requirements to support scheduled performance of related
construction activities.
59. Schec�ule of i�alzres—A schedule, prepared and maintained by Contractor, allocating poctions
of the Contract Price to various portions of the Worlc a��d used as the basis for reviewing
Contcactor's Applications for Paytnent.
60. Site—Lands or areas indicated in the Contract Documents as being fiarnished by City upon
which the Wocic is to be performed, including rights-of-�vay, permits, and easements foi•
access thereto, and such other lands fi�rnished by City which ace designated for the use of
Contractor.
61. Specrficatio��a• That pa��t of the Contract Documents consisting of written rec�uireme��ts for
materials, eauipment, systems, standards and workmanship as applied to the Worl<, and
certain administrative requirements and procedural matters applicable theceto. Specifications
may be specifically made a part of the Contract Doctiments 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.
62. Si�bcoi�tractor An individual oc entity having a direct contract with Contractor or �vith any
othel• Subcoi�tractor for the performance of a part of the Worlc at the Site.
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63. Szibn�ittals—All dcawings, diagrams, iliustcations, 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 Worlc.
64. Sa�ccessfirl I3ic�de��� Tlle Bidder submittin� the lowest and most responsive Bid to whom City
malces an Awacd.
65. Sii�e��ii�tei�def�t — The cepresentative of the Contractor who is available at all times and able
to ceceive inst�•uctions fi•om the City and to act for the Contcactoc.
66. Sa�Pplenae��ta��� Co��ditro»s—T(�at �art of tlle Contcact Docu�nents which a►ne��ds or
supplements these General Conditions.
67. Sa��pliei•—A manufacturer, fabricator, suppliei•, dist�•ib�ltor, matel•ialman, oc vendoc Ilaving a
direct contcact with Contractor oc with any Subcontractor to fiu•nish nlaterials oc equipment
to be incorporated in the Worlc by Contractoc or Subcontractor.
68. Unde�g�°oi�f�d Facilities—All underground pipelines, conduits, ducts, cables, wires,
ulanholes, vaults, tanl<s, Cunne(s, oc other such facilities or attachinents, and any encasements
containing such facilities, including but not limited to, those that convey electcicity, gases,
steanl, liquid �etroleum prod��cts, telephone oc other co�ninunieations, cable television,
water, wastewatec, storn� water, other liquids oe chemicals, or traffic or other contcol syste►ns.
69. Uf�it Price Wo�•Ic—See Pacag►•aph 11.03 of these Genecal Conditions foc definition.
70. Weel�ei�d YT�o�•king Hoin�s — Houcs beginning at 9:00 a.m. �nd ending at 5:00 p.m., Sahlcday,
Sunday or legal lloliday, as approved in advance by the City.
71. Yi�or•%The entice construction or the various sepacately identifiab(e parts theceof requiced to
be provided under the Contcact Doaunents. Worlc includes and is tlle result of perfocming oc
pcovidi�Ig all labor, services, and documentation necessacy to prod�ice such construction
including any Change Order or Field Ocdec, and furnisl�ing, ii�stal(ing, and incorpocating all
�natecia(s and equipment into such construction, all as cequired by the Contract Documents.
72. Wo���ki»g Dcg� — A woelcing day is defined as a day, not including Sat��cdays, Sunclays, oe (ega(
Ilolidays authorized by the City for contcact purposes, in which weatller oc othec co►lditions
not under the control of the Contractoc will permit the performance of the pcincip�l iu�it of
work underway foc a continuous peciod of not less than 7 ho�us between 7 a.m, and 6 p.m.
1.02 Tern�inology
A. The woi•ds and terms discussed ii1 Paragcaph 1.02.B thcough E are not defined but, when used in
the Bidding Requirements oc Contract Docun�ents, have the indicated meaning.
B. b�tei�t of Cer•tai» Te�•n�s oi° Acljectives:
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The Contract Documents include the terms "as allowed," "as app��oved," "as ocdered," "as
directed" or terms of lilce effect or import to authorize an e�ercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of lil<e effect oi• impoct ace used to describe an action or determination of City as to
the Worlc. It is inte��ded that such e�ercise of professional judgment, action, oc detei�mination
will be solely to evaluate, in genel•al, the Worl< for compliance with tlle information in the
Contcact Documents and with the design concept of the Pcoject as a fiinctioning 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 "Worlc," refers to Worlc that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Co��tract Documents; or
b. does not meet the cequirements of any applicable inspection, reference standai•d, test, or
approval ►�eferred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Fii��nis1�, Instcrdl, Pe�fot�nl, Pt°ovide:
� 1. The word "Furnish" or the word "InstalP' or the word "Pei-focm" or the word "Pi•ovide" or
the word "Supply," oc any combination or simila►• directive or usage thereof, shall mean
fiarnishing and incorpocating in the Work including all necessary laboc, materials, equipment,
atld everytlling necessa�y to pei•form the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contcact Documents, wocds or phrases that have a well-Icnown
� technical oc constt�uction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICL� 2 — PRELIMINARY MATTERS
2.01 Copies of Docanne»ts
��� City shall fiicnish to Contractor one (1) ociginal e�ecuted copy and one (1) e(ectronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
fiirnished upon request at the cost of reproduction.
2.02 Cof�7nae»cenle»t of Co��tract Time; Notice to Proceed
The Contract Time wil( cominence to cun on the day indicated in the Notice to P►•oceed. A Notice to
Pcoceed may be given at any time within l� days after the Effective Date of the Agreement.
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2.03 Stcn�ti»g t1�e T�io�°k
Conh�actor shall stact to perfocm the Wocl< on the date wl�en the Contract Tin1e commellces to run.
No Work shall be done at the Site pcioc to the date on which the Contract Time comnlenees to r�in.
2.04 I3efoi�e Startil�g Const��a�ction
I3asedine Schedaides: Submit in accordance with the Contract Docunlents, and prior to starting tlle
Worl<.
2.05 Preconsl�•zrctioi� Co»fer�ence
Before any Woci< at the Site is started, the Contractor shall attend a Pceconstcuction Conference as
specified in the Contt•act Documents.
2.06 Pt�blrc A�Ieelii�g
Contcactor may not mobilize any equip�l�ent, ►l�ate�•ials or resources to the Site pi•ioi• to Conti•actoi•
attending the Public Meeting as scheduled by the City.
2.07 b�itial Acceptance of'Schedi�les
No progress payment shall be made to Contcactor w�til acceptable schedules are submitted to City in
accocdai�ce with the Sehedu(e Specification as provided in the Coiltcact Documents.
ARTICL� 3— CONTRACT DOCUMENTS: INT�NT, AIVI�NDING, R�USE
3.01 I»tenl
A. The Contract Documents ace complementacy; what is cequiced by one is as binding as if ►•equired
by all.
B. It is the intent of the Contract Documents to describe a functiona(ly coi��plete p►•oject (oc pai•t
tl�e►�eo� to be constcucted in accordance with the Contract Documents. Any labo�•,
docutnentation, secvices, materiafs, oc equipment that ceasonably n�ay be inferred fcom the
Contract Documents or fi•om prev�ili�lg custom oc trade usage as being cequired to pcoduce the
indicated i•esult will be �rovided wllether or not specifically called foc, at no additional cost to
City.
C. Clai•ifications and intecpeetations of the Contract Docu�nents sllall be issued b}� City.
D. The Specifications may va�y in foi�m, format and style. Some Specification sections may be
weitten in va�ying degrees of streamfined or declarative style and some sections may be
relatively nacrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in confot�mity with," "as shown," oi• "as specified" are intentional in streamlined
sections. Omitted words and phrases shal( be supplied by inference. Similar types of provisions
may appeac in vai•ious parts of a section or articles within a part depending oi� tlle format of tlle
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section. The Cont►•actor shall not tal<e advantage of any variation of foi�m, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
�ections include but are not necessarily limited to:" and elsewhere witllin each Specification
section is p►�ovided as an aid and convenience to the Conti•actoi•. The Contractor shall not rely on
tlle ccoss refe��eneing provided and shall be responsible to coordinate the entire Worl< unde►• the
Contcact Documents and provide a complete Project whether or not the cross eeferenei»g is
provided in each section or whether or not the cross referencing is complete.
3.02 Refere��ce Stcr��da��ds
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, oe to Laws or Regulations, whether such reference be specific or
by implication, shall mean the staiidard, 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 Contcact Documents.
2. No provision of any such standard, specification, manual, oc code, oc 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 einployees, fi�om those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directocs, members, partners, etnpfoyees, agents, consultants, or subcontractors, any
duty or author•ity to supervise or direct the �erfoi•mance of the Work or any duty or authority
to �mdeitake responsibility inconsistent with the provisions of the Contract Doeuments.
3.03 Repo�•ting a»d Resoh�iJ7g Discrepa��cies
A. Repoi•ti»g Disc�•eper»cies:
Co»tracto�•'s Revieli� of Contract Docunae»ts I3efor�e Sla�°ting Yirork: Before undertaking each
part of the Wock, Contractoi• shall careful(y study and compare the Conh�act Documents and
checic and verify pertinent figures therein against all applicable field measurements and
conditions. Conh�actoc shall promptly report in writing to City any conflict, ecror, ambiguity,
oc discrepancy which Contractor discovers, or has actuai Icnowledge of, and shall obtain a
written interpretation oc clarification fi�om City before proceeding with any Work affected
thereby.
2. Co»tractor's Reviei�>> of Co»tract Docza��re»ls Dan�ii�g Pe�fo�°r��af�ce of i�Ttorlc; If, during the
performance of the Wol•k, Contcactoi• discovers any conflict, error, atnbiguity, or disci•epancy
within the Contract Docume��ts, or between the Cont��act Docunlents and (a) any applicable
Law ot• Regulation ,(b) any standard, specification, manual, or code, oe (c) any instcuction of
any Suppliei•, then Coi1t►•actor sllall p►•omptly report it to City in writing. Conti•actor shall noi
proceed with the Woi•k affected thereby (e�cept in an emergency as t�equiced by Paragraph
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6.17.A) until an amendment or supplenlent to the Contract Doc�iments has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractoc shall not be liable to City for failure to report any conflict, eccor, ainbiguity, or
disccepancy in the Contract Documents unless Cont�•actoi• had actual la�owledge thereof.
B. Resolvi»g Di,rcrepcmcies:
1. EYcept as may be otllecwise specifically stated in tlle Contract Doc�unents, the provisions of
the Contract DocumenTs shall talce precedence in resolving any conflict, error, anlbiguity, or
discrepancy between the pr•ovisions of the Contcact Documents and the provisions of any
standard, specification, manual, or the instruction of any Supp(ier (whether or not specifically
incorpoi•ated by ceference in the Contcact Documents).
2. In case of discrepancies, figuced di�llensions shall goveril over scaled dimensions, Plans sha(f
govecn over Specifications, Supplementacy Conditions shall govern over Genecal Cotlditions
ancl Specifications, and quantities shown on the Plans shall govern over those sl�own in the
proposal.
3.04 Anae��di��g a��d Sir��plen��e��li»g Co»h•act Doczm7ef�ts
A. The Contcact Doc�unents may be amended to provide fot• additions, deletions, and revisions in
the Worl< ot• to modify the terms and conditions theceof by a Change Ocdec.
B. The requirements of tlle Contl•act Docutnents may be supplemented, and minor variations and
deviations in the Wocic not i►lvolving a change in Contc�ct Pcice or Contract Time, may be
authorized, by one or �noi•e of the following ways:
l. A Fie(d Order;
2. City's ceview of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpcetation or clarifieation.
3.05 Relise of Doczmte»ls
A. Contractoc and any Subcontcactoc or Supplier shall not:
1. have oc acq�iice any title to or ownership rights in any of the Dcawings, Specifications, oc
othec documents (or copies of any tlleceo� pj•epared by or beacing the seal of Engineer,
including electronic media editions; o►•
2. ceuse any such Dcawings, Specificatio�ls, other docutnents, or copies thereof on e�tensions of
the Pcoject or any other peoject without written consent of City and specific writte�i
vecification or adaptation by Engineer.
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B. The p►•ohibitions of this Paragraph 3.05 will survive final
Contract. Nothing herein shall preclude Contractor from
� Docu�nents for record purposes.
3.06 Edect�°o»ic Data
payment, or termination of the
retaining copies of the Contract
A. Unless otherwise stated in the Supplementary Conditions, the data fiirnished by City or Engineer
ro Contcactor, or by Contractor to City or Engineer, that may be relied upon are limited to the
pritlted copies included in the Contract Documents (also Iolown as hard copies) and othec
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
foi•mat of text, data, graphics, or othec types are fucnished only fo►• the convenience of the
receiving party. Any conclusion or information obtained or derived fi•om such electronic files
will be at the user's sole rislc. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govecn.
B. When tcansferring documents in electronic media format, the transferring pat�ty makes no
representations as to long term compatibility, usability, or readability of documents cesulting
from the use of software application pacicages, ope►•ating systems, or computer hardware
differing fi•om those used by the data's creator.
ARTICL� 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS �NVIRONMENTAL CONDITIONS;I2�F�12�NCE POINTS
4.01 Avcridc�biliry of La»ds
A. City shall fiu�nish the Site. City shall notify Cont��actor of any encumbrances oc �•estrictions not of
general app(ication but specifieally related to use of the Site with which Contcactor must comply
in perforn�ing the Work. City will obtain in a timely manner and pay for easelnents foi•
pernlanei�t stcuctures or permanent changes in e�isting faci(ities.
1. The City has obtained or anticipates acquisition of and/or access to cight-of-way, and/or
easements. Any outstanding right-of-way and/or easements a��e anticipated to be acquired in
accordance with tl�e schedule set focth in the Supplementa�y Conditions. The Pcoject
� Scl�edule submitted by the Contractor in accordance with the Conh�act Documents must
consider any outstanding right-of-way, and/oc easements.
�� 2. The City has oc anticipates removing and/oc relocating utilities, and obstructioils to the Site.
Any outstanding removal or relocation of utilities or obstri�etions is anticipated in accordance
with the schedule set forth in the Supplenlenta�y Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be cemoved, adjusted, and/or relocated by otheis.
B. Upon reasonable written cequest, City sllall fiirnish Contractor with a cucrent statement of record
legal title and legal description of the lands upon which the Worl< is to be performed.
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C. Contractoc shall provide for a(1 additional (ands and access thereto that m�y be requiced for
constructio�i facilities or storage of materials and equipment.
4.02 Sirbsiaface cn�d Physical Co»ditioi�.s
A. Repo��ts a»�l n��cnvi»gs: The Supple►1�entary Conditions identify:
1. those reports 1<nown to City of explo��ations and tests of subsurface conditions at or
contiguous to the Site; and
2, those drawings lalown to City of physical conditions relating to e�isti�Ig surface oc
subsurface structuces at the Site (e�ce�t Undergi•ound Facilities).
B. Linaited Relicrnce Uy Co��t�•crctor o�� Tecl���ical Data A�iithorized: ContcacYor may rely upo�1 the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
dcawings are not Contcact Doc�une�Its. Sueh "technical data" is identified in the Supplementaly
Conditions. Contcactoc may �1ot �1lalce any Conti•act Claim against City, or any of theic officers,
dicectocs, members, partners, employees, agents, consultants, or subcontractors with respect to:
l. the completeness of such ceports and dcawings for Contractor's purposes, incfuding, but not
liinited to, any lspects of the means, methods, tecl�niques, sequences, and procedures of
consh��letion to be e�nployed by Contractor, and safety precautions and progcams incident
thereto; or
2. other data, interpretations, opinions, and infornlation contained in such cepocts or shown or
indicated in such dcawings; or
3. any Contcactoc inlerpretation of or concfusion drawn fi�oin any "technical data" or any such
other data, i��terpretations, opinions, or i��formation.
4.03 D�erii�g S�ubszn face o�° Physical Conditiof�s
A. Notice: If Contractor believes that any subsucface or physical condition that is uncovered or
cevealed either:
I. is of such a natuce as to establish tllat �ny "tecllnical data" on �vllich Contractor is entitled to
cely as provided in Paragraph 4.02 is matecially inaccucate; oc
2. is of such a nature as to requice a change in the Contract Documents; or
3. differs n�atecially Fi�om that show�l or indicated in the Contract Doc��ments; or
4, is of an unusual nature, and differs materially fi•om conditions ordinacily encountered and
genecally recognized as inhei•ent in worl< of the chacactel• pcovided foc in the Contract
Documents;
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STANDARDCONSTRUCT[ON SPGC[F[CATION DOCUMENTS
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then Contracto�• shall, �comptly after becoming aware theceof and before fiu•ther dist�n•bing the
�� subsurface or physical conditions or perfo�•ining any Work in connection therewith (except in an
einergency as cec�uired by Paragraph 6.17.A), 1lotify City in writing about such condition.
B. Possrbde Pr°ice a�7d Time Adjaist��nef�ts
Contractor shall not be entitled to any adjustment in the Contract Priee or Contract Time if:
' 1. Contt�actor I<new of the e�istence of such conditions at the time Contractor made a final
��� commitment to City with cespect to Contract Price and Contract Tiine by the submission of a
Bid or becoming bound undec 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 Docu►nents or the Site; oc
3. Contractor failed to give the written notice as i•equired by Paragl•aph 4.03.A.
4.04 U�de�•gr•ous�d Facilities
A. Sho1>>r� or Indicated: The information and data shown or indicated in the Contract Documents
with respect to eYisting Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owne�s of such Underground
Facilities, including City, or by others. Unless it is otherwise eapressly provided in the
Supplementacy Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information o►• data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have fiill responsibility fo►•:
a. reviewing and checfcing all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Worlc with the ownecs of such Underground
Faci�ities, inc(uding City, during construction; and
d. the safety and pl•otection of all such Underground Facilities and repairing any damage
thereto i•esufting from the Worl<.
B. Not Sho���f� o�� I��dicated:
�� L If an Undergi•ound Facility which confliets with the Wocl< is �u�coveced or revealed at oc
contiguous to the Site whicl� was not shown or indicated, oc not shown or illdicated with
��� reasonable accuracy ii1 the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before fiu�ther disturbing conditions affected thereby or performing any
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Woelc in connectioil thel•ewith (except in an ei�1e►•gency as requiced by Paragraph 6.17.A),
identify the owner of such Undecgco�ind �acility and give notice to that owner and to City.
City will ceview the discoveced Undergl•ound Facility and deterinine the extent, if any, to
which a change may be req��iced in the Contcact Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contcactor shall be
responsible for the safety and protection of such discuvered Unde��gcound Facility.
2. If City concludes that a change in the Conteact Documents is required, a Cllange Ordec may
be issued to f�eflect and doc�unent such consec�uences.
3. Vecification of existing utilities, structul•es, and secvice lines shall include notification of all
utility companies a �ninitn�un of 48 hours in advance of construction includiilg e�plocatory
e�cavation if necessa�y.
4.05 Refe��e��ce Poi»ts
A. City shall provide engineecing surveys to estab(ish cefecence �oints for construction, which in
City's judgment are necessary to enable Contcactoi• to proceed with the Wo►•I<. City will provide
construction stalces or other customary method of marlcing to establish line and grades for
roadway and uti(ity construction, centerlines and benchmarfcs foc bridgeworlc. Contractor shall
protect and presecve the established refecence points and pcoperty monuinents, and shafl mal<e �lo
ch�nges or celocations. Contractoc shall ceport to City whenever any refecence point oc pcopecty
monument is lost or destroyed or requires refocation because of necessary changes in gcades oc
locations. The City shall be cesponsible foc the replacement or relocation of t•efe►•ence points oi•
pcoperty monuments not cacelessly or willfi�ily destcoyed by the Contractor. The Contcactor shall
notify City in adva��ce and with sufficie��t tiine to avoid delays.
B. Whenever, in the opinion of the City, any reference point or �noi�ument has been carelessly oc
willf�illy destroyed, distucbed, or removed by the Contractor or any of his employees, the full
cost for ceplacing such points plus 25% will be charged against the Coiltractor, and the fiiff
amount will be deducted fi•otn payment due the Conti•actor.
4.06 Hazar�do�us Ei�vi�rom�nef7fal Co»ditiof� al Site
A. Repo��ts a»d Dr•aN�i»gs: The Sup�lementary Conditions identify tf�ose cepocts and drawi�lgs
laiow�� to City celatin� to Hazardous Environnlental Conditions that have been identified at the
Site.
B. Lil��ited Relicn�ce l�y Co�7tr•acto�• oi� Tech»ical Data Aaitl�or�ized: Contcactor �nay rely upon the
acc�n•acy of the "technical data" coiltained in such eeports and drawings, but such ceports and
drawings are ilot Contract Documents. Such "technical data" is identified in the Supplementary
Conditio�ls. Contcactor may not malce any Contcact Claim against City, or any of their officers,
directors, membe►s, partnecs, employees, agents, consultants, or subcontcactocs with respect to:
1. the completeness of such ceports and drawings for Contractor's pucposes, including, but not
li►nited to, any aspects of the means, methods, techiiiques, sequences and procedui•es of
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construction to be employed by Contractoc and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and infocmation contained in such repocts oc shown or
indicateu in such drawings; or
3. any Contractoc interpretation of or conc(usion drawn fi•om any "technical data" or any such
other data, interpretations, opinions or informatio��.
C. Contractor sha11 not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown oc indicated in Drawings or Specifications or identified
in the Contract Docu�nents to be within the sco�e of the Work. Cont►�actor shall be cesponsible
for a Hazardous Environmental Colldition created with any nlaterials brought to the Site by
Cont►�actoc, Subcontractors, Supplie►•s, oi• anyone else fo�• whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contj•actoc is cesponsible creates a Hazardous Envii�onmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Worlc in connection with
such condition and in any area affected thereby (except in an emergency as requiced by
Paragraph 6.17.A); and (iii) notify City (and pro�z�ptly thereafter confirin such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or talce
corrective action, if any.
E. Contractor shall not be required to resume Worlc in connection with such condition or in any
affected acea 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 oc has
been rendeced suitable for the cesumption of Worlc; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such wcitten notice Conti•acto►� does not agree to cesume such Worlc based on a
reasonable belief it is unsafe, or does not agree to resume such Worl< under such special
conditions, then City may oeder the portion of the Worlc that is in the area affected by such
eondition to be deleted from the Woi•fc. City may have such deleted poetion of the Worlc
performed by City's own forces or others.
G. To the fiillest exie�7t per°n�itted by Lm�>>s a»d Regulalio��s, Cof�t��acto�• shall inden7h� a»d hold
ha��n�less City, fi•om a��d agai��st all cdcrrf��s, costs, losses, cn�d dan�ages (r»clardi»g bait not lirnited
to all fees and charges of engineers, at°chitects, atto��»eys, a��d other p�°ofessio»als cmd al1 cozn�t
o�� cn�bit��ation oi� othe��• dis�z�te i°esolirtioi� costs) arisi�g oi�t of or f�elating to a Hazar�c�oars
Ef�viro»mental Co»ditio�� created by Corrb�acto�° or by a»yo��e for 1�>>ho�n Co»tr•actor is
r•espo»sibde. Nothi»g in this Pcrrcrgraph �.06.G shall obligaie Co�atraeto�° to if�dei��n�� a»y
i»di��idiral or entity fi�on� and against the co»seqare��ces of that i»dividzral 's or e»ti/y's o�>>>�
negligerrce.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition u�lcovered o�� revealed at the Site.
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ARTICLE 5— BONDS AND INSURANC�
5.01 Licei7sed Szn�eties a»d b�sa�r�ers
All bonds and insucance required by the Contract Doc�unents to be pucchased and maintained by
Contractor shall be obtained fi•om sucety oi• insucance companies tl�at are duly licensed oi• authorized
in the State of Te�:as to issue bonds or insu�•ance policies for the limits and coverages so 1•equired.
Such surety and insurance companies sllall a(so meet such additional cequireineuts and quaiifications
as may be provided in the Supplementary Conditions.
5.02 Performcn�ce, Pa�n��e»l, and Mai»tei�af�ce Bof�d.s
A. Contcactoc shall furnish performanee and p�ynlent bonds, in accordanee with Texas Government
Code Chapter 2253 or successoc statute, each in an amount equal to the Contract Pcice as
sec��rity for the faitl,fiil performance and payment of al( of Contractoc's obligations �ulder the
Contract Documents.
Q. Contractor shall furnish maintenance bonds in an amo�ult equai to the Contract Price as sec�u•ity
to protect the City against any defects in any portion of the Work dese�•ibed in the Contcact
Documents. Maintenance bonds shall cemain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form pcesccibed by the ConCract Documents e�cept as provided
otherwise by Laws or Regulations, and shal( be exec�rted by such sureties as are named in the (ist
of "Companies Holding Certificates of Authority as Acceptable Sureties o�l Federal Bonds and
as Acceptabfe Reins�u�ing 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 ageilt or attoriley-in-fact must be accompanied by a sealed and dated power of attoeney
which shal( show that it is effective on the date tl�e agent or atiorney-in-fact signed each bond.
D. If the sucety on �ny bond fiu•nished by Contractor is declared ban(ccupt or becomes insolvent or
its right to do business is tet�miilated in the State of Te�.as or it ceases to meet the requicements of
Paragraph 5.02.C, Contractor shall promptly notify City and sha(I, �vithin 30 days after the event
giving rise to such notification, p�•ovide another bond and s��cety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Cerlificales ofl»si�rcn�ce
Contcactoc sll�ll deliver to City, witll copies to each aclditional insured and loss payee ide��tified in
the Suppfementacy Conditions, cectificates of insurance (and other evidence of insurance requested
by City or any othec additional i�lsured) which Contractoc is cequiced to p��rchase and maiiltain.
1. The cel•tificate of insurance shall docuulent the City, and all identified entities nained in tlle
Supplementary Conditions as "Additional Insured" on all liabifity policies.
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2. The Contcactor's general liability insurance shall include a, "pec pi•oject" or "pel• location",
endocsement, which shali be identified in the certificate of insur�ance provided to the City.
3. The certificate shall be signed by an �gent authol•ized to bind coverage on behalf of the
insured, be complete in its entirety, and show coinplete ins�lrance cacrier names as listed in
the curre��t A.M. Best Prope�•ty & Casi�alty Guide
4. The insurers for all policies must be licensed and/or appcoved to do business in the State of
Texas. EYcept foc worlcer�s' compensation, all ii�sucel�s must have a minimum rating of A-:
VII in the ciu�rent A. M. Best Key Rating Guide oc have reasonably equivalent financial
stcength and solvency to tlle satisfaction of Risl< Manageinent. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waivei• of Subrogation (Rights of Recovery) in favor
��� of the City. In addition, the Contractor agrees to waive all rigllts 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 fi�om evidence that is
provided sha11 not be construed as a waiver of Contractor's obligation to maintain such lines
of insui•ance coverage.
7. If insurance policies are not written for specified covecage limits, an Umbrella or E�cess
Liability insurance for any diffecences is required. Excess Liability shall follow form of the
prima�y cove��age.
8. Unless otherwise stated, all required insurance shall be written on the "occurcence basis". If
coverage is under�vritten on a elaims-made basis, the i•etroactive date shall be coincident with
or pt�ior to the date of the effective date of the agreement and the certificate of insurance shal l
state that the coverage is claims-made and the cetroaetive date. The ins�uance covei•age shall
be inaintained for the duration of the Contcact and for three (3) years following Fi��a(
Acceptance provided under the Contract Documents or foi• the warranty peciod, whichever is
longer. Ai� annual certificate of insurance submitted to the City shail evidence such
insucance coverage.
9. Polieies shall have no e�.clusions by endorsements, which, neithec n�illify oi• amend, the
eequired lines of coverage, nor decrease the limits of said coverage unless such endocsements
are approved in writing by the City. In the event a Conh�act has been bid or e�ecuted and the
e�clusions are detecinined to be unacceptable or the City desires additional ins�u•ance
cove►•age, and the City desires the contr�cror/engineer to obtain such covel•age, the contraet
pcice shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in e�cess of $25,000.00, affecting cequired insurance
coverage shall be approved by the City in regards to asset value and stocicholders' equity. In
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lieli of tcaditional insucance, altei•native cove�•age illaintained through insurance pools oi• ►•isl<
retention gcoups, must also be approved by City.
1 I. Any deductible in e�cess 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, resecves the right to review the i►lsurance requirements and to
malce ceasonable adjustments to insurance coverage's and theic litnits when deemed
necessacy and prudent by the City based upon changes in statutory law, cottrt decision or the
claiuls history of tlle industry as well as of the contcacting party to the City. The City sliall
be required to provide prioc notice of 90 days, a�ld the insurance adjusttnents sl�all be
incocporated into the Wo►•I< by Change Ordec.
13. City sh�l( be entit(ed, upon written request and witl�out expense, to receive copies of policies
and endorsements tllereto a►ld ►nay malce any ceasonable cequests for deletion oc cevision or
modifications of particulac policy terins, conditions, limitations, or eaclusions necessaly to
conforin tlle policy and endo�sements to tlle requirements of the Contract. Deletions,
cevisions, oc modifications shall not be requii•ed where policy provisions are established by
law or ceg�ilatioi�s binding upon eithec party or the �ulderwciter on any such policies.
14. City shall not be responsible foc the direct payment of insucance premium costs for
Contractor's ins�u•ance.
5.04 Co��tractor's b�sZn�cmce
A. i�Tto�°kers Co»�pe»satio» cn�d E»�pdoyers' Liability. Cont�•actor shall purchase and maintain such
insucance coverage with limits consistent �vith statutory benefits outlined in the Texas Wocl<ers'
Compensation Act (Te�as Labor Code, Ch. 406, as amended), and minimum limits for
Emp(oyers' Liability as is appcopriate foc the Wot�lc being pecfocmed and as will pcovide
protection from claims set forth below which may arise out of oc result fi•om Contractoc's
pecformance of the Wocl< a�1d Contractor's other obligations under tlle Contcact Docuinents,
whethec it is to be �erformed by Contractor, any Subcontcacto�• or Supplier, or by anyone directly
or indicectfy employed by any of them to perforin any of the Worlc, oc by anyone for whose acts
any of them may be liable:
1. claims �inder worl<ers' eompensation, disability benetits, and otller similar employee benefit
acts;
claims for damages because of bodily injucy, occupational sicicness or disease, or death of
Contractor's employees.
B. Co»�n�ercicrl Ge��er�al Liabilily. Coverage shall include but not be limited to covering liability
(bodily injucy oc property damage) a►•ising fi�om: premises/operations, independent contcactois,
pcodlicts/completed opet�ations, pecsoilal i�ljucy, and liability undec an insured contcact. Insurance
shall be pcovided on an occurcence basis, and as comprehensive as the current Insurance Setvices
OfFice (ISO) po(icy. This insucance shall apply as primacy insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no e�clusions by endorsements that would alter of nullify premises/opecations,
peoducts/completed operations, contractu�l, petso��al injury, or advertising inj�u�y, which are
normally contained with the policy, unless the City appcoves such e�c�usions in writing.
For consteuction projects that present a substantial completed operation e�posure, the City may
�•equire the contractor to maintain completed operations coverage for a minimum of no less than
� three (3) years following the co�npletion of the project (if identified in the Supplementaly
� Conditioi�s).
� C. Auton�obide Liability. A commercial business auto policy sl�all provide coverage o►� "any auto",
defined as autos owned, hired and non-owned and provide indemnity for c(aims for damages
because bodily injury or death of any person and oc property damage acising out of the worlc,
maintenance or use of any motor vehicle by the Contractor, any Subcontracto►• or Supplier, oc by
anyone directly or indirectly e�nployed by any of theln to perfortn any of the Worlc, or by anyone
for whose acts any of them may be liable.
D. Railroad Pr�oteetive Licrbiliry. If any of the worl< or any wareanty worlc is within the limits of
cailroad ►•ight-of-way, the Contractor shall comply with the reguirements identified i�1 the
Supplementary Conditions.
E. Notification of Policy Ca»cellatio»: Contractoc shall immediately notify City upon caneellation
or other loss of insurance covecage. Contractor shall stop worlc until ceplacement insurance has
been procured. Thece shall be no time credit for days not worl<ed puisuant to this section.
5.05 Accepiai�ce of I3o��ds ca�d b�szn-ance; Optioi� to Replace
If City has a�1y objection to the covel•age afforded by or other provisio��s of the bonds oc ins�icance
required to be purehased and maintained by the Contractor in accordanee with Article 5 on the basis
of non-conformance with the Contract Docuinents, the City shall so notify the Contractoi• in writing
within 10 Business Days after receipt of the cei•tifcates (or othei• evidence cequested). Couh�actor
shall provide to the City such additional info�•mation in respect of insurance provided as the City may
reasonably request. If Contractoc does not purchase or maintain all of the bonds and insu►�ance
required by the Contract Documents, the City shall notify the Contractoi• in writing of such failure
prior to the start of the Worlc, or of such failure to maintain prioc to any change in the eequired
coverage.
ARTICL� 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Si�pervisioi� arrd Sai�eri��tender�ce
A. Contractoc shall supecvise, inspect, and direct the Wocl< competently and efficientiy, devoting
� such attention thet�eto and a,�plying such sl<ills and expertise as may be necessary to perform the
Worlc in accordance with the Contract Documents. Contractoe shall be solely responsible for the
means, methods, techniques, sequences, and procedures ofconstruction.
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B. At all times during the progcess of the Worl<, Contractor shall assign a competent, English-
s�ealcing, Superinteildent who shall not be replaced without written notice to City. The
Superintendent will be Contcactoc's representative at tlle Site and shall have authority to act on
behaif of Contractor. Al( communication given to or received fi�om the Superintendent shall be
binding on Cotltcactor.
C. Contractor shall notify the City 24 houts prior to moving areas during the sequence of
construction.
6.�2 Labor; YYorki»gHoiirs
A. Contractor shall pcovide competent, suitab(y qualified pecsonnel to perform construction as
cequired by the Contcact Docunlents. Contcactor shall at all tinles maintain good discipline and
order at the Site.
B. Except as othe�•wise requiced for the safety oc protection of persons or the Worl< or propecty at
the Site or adjacent thel•eto, and e�:cept as otllerwise stated in the Contcact Documents, all Worlc
at the Site shall be perforilled dui•ing Re�ular Worlcing Hours. Contractoc will not pecmit the
perfoemanee of Woelc beyond Regular Worl<ing Ho�u•s oe for Weelcend Worl<ing Hou�s without
City's written consent (which will not be wu�easonably withl�efd). Wcitten request (by letter or
electconic communication) to perform Worlc
1. for beyond Regu(ar Worlcing Houis cequest must be �nade by noon at least two (2) Business
Days prioc
2. fol• Weelcend Worlcing Hours request il�ust be inade by noon of the preeeding TI1u�sday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Mate��ials, at�d Ec�zrip�ne»/
A. Unless otherwise specified in the Contract Documents, Conti•actoc shafl provide and assume full
responsibility foc all secvices, materia(s, equipment, labor, transportation, constcuction equipn�ent
and inachinery, too(s, appliances, fiiel, power, light, heat, telephone, watec, sanitaiy facilities,
temporary facilities, and a(f other facilities and incidentals necessacy for the perfocmance,
Contcactor cequired testing, stal•t-up, and comE�letion of the Wo►•f<.
B. All materials and equipment incorpocated into the Worlc shall be as specified oc, if not specified,
shall be of good qua(ity and new, e�cept as otherwise p►•ovided in the Contcact Docuinents. All
special warranties and guarantees required by the Specifieations shall expressly run to the benefit
of City. If required by City, Contractoc shall fiirnish satisfactory evidence (including cepocts of
requiced tests) as to the soucce, Icind, and q�lality of inatecials and equipment.
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C. All materials and equipment to be incorporated into the Worlc shall be stored, applied, installed,
connected, e�•ected, pi•otected, used, cleaned, and cot�ditioned in accordance with inst��uctions of
the applicable Supplier, exce�t as otherwise may be provided in the Cont��act Documents.
D. All items of standard equipment to be incoeporated into the Worlc shall be the latest mode( at the
time of bid, unless otherwise specified.
6.04 P�•oject .Sched�a�le
A. Conh�aetor shall adhece to the ProjecC Schedule established in accordance with Faragraph 2.07
and the Gene►�al Requirements as it may be adjusted fi�om time to time as provided below.
���� 1. Contractor• shall submit to City for acceptance (to tlle e�tent indicated in Paragraph 2.07 and
� ttle General Requireinents) proposed adjustments in the Project Schedule tllat will �1ot result
in changing the Contract Time. Such adjustments will comply with any E�rovisions of the
� General Requirements app(icable thereto.
2. Contractor shall submit to City a►nonthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification O1 32 16.
3. Proposed adjustments in the Pcoject Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Al•ticle 12. Adjustments in Contract Ti�l�e
may only be made by a Change Orde�•.
6.05 Szrbstitutes ancl "Or-Eqzials "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietaiy item or the name of a patiiculac Supplier, the specification oc
description is intended to establish the type, function, appearance, and quality requii•ed. Unless
the specification or description contains or is followed by words ��eading that no like, equivalent,
or "oc-equal" item or no substitution is perniitted, other ite�ns of inaterial or equipment of other
Suppliers nlay be submitted to City for review under the circumstances described below.
l. "Or�-Eqaral" Itei��s: If in City's sole discretion an item of matecial or equipment proposed by
Contractor is fiinctiol�ally equal to that named and sufficiently siinilar so that no c�lange in
celated Worlc will be requiced, it may be consideced 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 co�npiianee with some or ail of the req�lirements for approval of
peoposed substitute items. Foc the purposes of this Paragraph 6.OS.A.1, a proposed item of
inaterial or equipment will be considered fimctionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in �1�aterials of coilstruction, quaiity, dul•ability, appeara�lce,
stcength, and design characteristics;
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2) it �vil( reliably pei•form �t least eq�tally well the filnction and achieve the results
iillposed by tlle desibn concept of the completed Project as a fuilctioning wllole; a�id
3) it has a proven cecord of pei•focmance and availability of responsive service; and
b. Contcactoc certifies that, if approved and incorporated into the Worlc
1) there will be no increase in cost to the City oc inere�se in Contract Time; and
2) it will confocro substantialiy to the detailed requirements of tlle item named ii1 the
Coiltract Docuinents.
2. Saib,stita�te Ite���s:
a. If in City's sole discretio�l an itein of inaterial oi• equipinent proposed by Contl•actoc does
not qualify as an "or-equal" item �uider Paragraph 6.OS.A.1, it may be submitted as a
proposed substihrte item.
b. Contractoc shall submit sufficient information as provided below to allow City to
detecnline if the item of material or equipmeat proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for ceview of proposed substitute
items of matecial or equipment will not be accepted by City from anyone other than
Contractor.
a Contcactor sha(l n�al<e written app(ication to City foc review of a proposed substitute itein
of matecial or equipment that Contcactoc seelcs to furnish oc use. The application shall
comply with Section O1 25 00 and:
1) shal( certify that tlle p��oposed substitute itein will:
a) pecform adequately the f�inctions and achieve the 1•esults called for by the geneca(
design;
b) be similar ii1 substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the eatent, if any, to which the use of the proposed substitute item will pcejudice
Contraetor's achievement of final completion on time;
b) wl�ether �ise of the proposed substitute item in the Worl< will t�equire a change in
any of the Contcaet Documents (or in the provisions of any other dicect contract
with City for otl�ec worlc on the Project) to adapt the design to the proposed
substitute item;
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c) whether incor�oration or use of the �roposed substitute item in connection �vith
the Worl< is subject to payment of any license fee or royalty; and
3) will identify:
a) all vat•iations of the proposed s�tbstitute item fi�om that specified;
b) available e��gineering, sales, maintel�ance, repaic, and �•eplacement secvices; and
4) shall contain an itemized estiinate of all costs or credits that will result directly or
indicectly fi•om use of such substitute item, including costs of redesign and Damage
Claims of othec contracto�s affected by any resulting change,
B. Si�bstitarte Constriictiof� Method,s or P��oced�arres: If a specific means, method, technique,
seqt�ence, or procedure of construction is expcessly required by the Conh�act Documents,
Contractor may fiu•nish or utilize a substitute means, method, technique, sequeilce, or proced�n•e
of construction appcoved by City. Contcactor shail submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that e�pressly
called fo�• by the Contract Documents. Contractor shall make wcitten application to� City for
ceview in the same manner as those provided in Paragcaph 6.OS.A.2.
C. Cit}�'s Evalz�atioi�: City will be allowed a reasonable time within which to evaluate eaeh
proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may cequire
Contcactor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "oc-equal" or substitute wili be ordered, iilstalled or utilized until City's review
is compiete, which will be evidenced by a Change Order in the case of a substitute and an
acce�ted Submittal foc an "or-equal." City will advise Contractor in writing of its determination.
D. Special Ga�crrai�tee: City may requii•e Contractor to fiirnish at Contractoc's e�pense a special
perfor�nance guarantee, warranty, or other sui•ety with cespect to any substitute. Co��t�•acto�° sl�all
i»denln�� at�d I�old harn�less Cit}� af�d a»yo»e c�i�•ectly o�° i�directly en�ployed by thefn fi��om arrd
agair�st crny and all clai»7s, dal��ages, losses and expenses (i��clardi»g attorf�eys fees) arisi��g o�ait
of the i�,se of sirbstitzrted »�ater°ials o�� equi�naerrt.
E. Cit}�'s Cost Rein�bin•se»�ent: City will record City's costs in evaluating a substihtte proposed or
submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such pcoposed substitute. Contractoc may also be required to
ceimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting fi�om the acceptance of each proposed
substitute.
F. Cor�tr�acto�•'s E��e»,se: Contractor shall provide all data in suppol�t of any proposed sl�bstitute o��
"o►•-equal" at Cont��actor's expense.
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G. Cih� Sa�bstitz�te Rei»7biirsen�ei�t: Costs (savings or chacges) attributable to acceptance of �
substitute shall be incoi•porated to the Conti•act by Change Orde�•.
H. Tin7e Exte»sio»s: No additiona( tilne will be gcanted for substit�rtioils.
6.06 Co»ce��f�i»g S�ubcoi�h•crctors, Sz�ppliers, a»d Othe��s
A. Contraetor shall perform with his own organization, worlc of a vafue not less tllan 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Conti•actor s11a11 not employ any Subconh�acto►�, Supplier, or other individual o►• entity, whethel•
initially oc as a ceplacement, against whom City may have reasonable objection. Contcactor s}�all
not be requiced to employ any S�Ibcontractor, Supplier, or other individual or eutity to fiu•nish oi�
perform �ny of the Woi�lc against wllo�n Contractor has reasonable objection (e�cluding those
acceptable to City as indicated in Pal•agcaph 6.06.C).
C. The City il��y fi�om ti�ne to time requii•e the �ise of cectain Subcontractoi•s, Suppliers, or otller
individuals or entities on the project, and wifl provide such requirements in the Supplementacy
Conditions.
D. Mi��o��i�j� B�a�si»ess Ei�te�l�r�ise Con�plia»ce: It is City policy to ensuce t11e fiill aild equitable
participation by Minority Business Enterprises (MBE) in the procurement of goods and services
on a contractua( basis. If the Contract Documents pcovide for a MBE goal, Contractor is requiced
to comp(y with the intent of the City's MBE Ordinance (as amended) by the following:
1. Contcactor shall, upon request by City, pcovide complete and accucate information regacding
actua( wocl< pei•formed by a MBE on the Contract and payment therefoc.
2. Contractor will not malce additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a n�ateriaf bceach of
Contcact and may result in debacment in accocdailce with the pcocedures outlined in the
Ordinance.
3. Contraetor shall, upon rec�uest by City, al(ow an audit �nd/oe exan�ination of any boolcs,
recol•ds, oc files in the possession of the Contractor that will substantiate tlie actual worl<
performed by an MBE. M�terial nliscep►•esentation of any nature will be grounds for
termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be gcounds fo►• disqualification of Contractoc to bid on Futuce
contracts with tlle City for a period of not less than th��ee ye�cs.
E. Contractor shall be fully cesponsible to City for a(l acts and onlissions of the Subcontracto�s,
Supp(iers, and other individuals or entities pecfot•ming or fut•nishing any of the Wocl< just as
Contractoc is cesponsible for Contractoc's own acts and omissions. Nothing in the Contract
Documents:
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1. shall ereate for the benefit of any such Subcontractor, Supplier, oc other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall cceate any obligation on tlie pact of City to pay or to see to the payment of any moneys
due any such Subcontractol•, Supplier, or other individual or entity except as may othecwise
be requiced by Laws and Regulatio��s.
F. Contractor shail be solely responsible for schedulil�g ai�d coordinating the Wol•lc of
Subcontractors, Suppliers, and other individuals or entities pecforming oi• fi�rnishing any of the
Worlc w�der a direct oc indireet eontract with Contcactor.
G. All Subconh�acto�s, Suppliers, and such othei• individuals or entities performing or fiu•nishing any
of the Worlc shall communicate with City through Contractor.
H. All Work performed foc Contractor by a Subcont►-actor oc 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. Diity to pay Pre��aili»g 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 Co�u�cil 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 Contcact
Documents.
�� - B. Pe»alt�� fot° Violatior�. A Contractor or any Subcontractor who does not pay the p�•evailing wage
shall, upon demand made by the City, pay to the City $60 for each worlcer empioyed for each
�� calendar day oc pact of the day that the wol•lcer is paid less than the prevailing wage rates
stipulated in these contract documents. This pena(ty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complai��ts of Violatio»s and Cit�� Dete��mi»atio» of Good Cairse. On ►•eceipt of informatioi�,
including a complaint by a worl<er, concerning an alleged violation of 2258.023, Te�as
Government Code, by a Contractor or Si�bcontl•acror, the City shall malce an initial
detei•mination, before the 31st day aftec the date the City receives the information, as to whether
good cause exists to believe that the violatio�l occurred. The City shall notify in writing tlle
Contractoc or Subcontractor and any affected worl<er of its initial detei•mination. Upon the City's
determination that there is good cause to believe the Co�ltcactor or Subcontractoc has violated
Chapter 2258, the City shall retain the full amounts clai�ned by the eiaimant or claimants as the
diffecence between �;�ages paid and wages due under the prevailing wage cates, such amounts
being subteacted fi�om successive progress payments pending a final detecmination of the
violation.
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D. Ar��bitraliof� Reqi�ired if Violatio» Not Resoh�ed. An iss�ie relating to an alleged violation of
SPction 2258.023, Teaas Governnlent Code, i��cluding a penalty owed to the City or an affected
woi•lcer, sha(f be submitted to binding arbit��ation in accordance with the Te�as Genecal
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected woc(<ec does not cesolve the issue by agceement before the I Sth day after the date the
City malces its initial determination puisuant to Paragraph C above. If the persons required to
arbitc�te undel• this section do not agi•ee o�1 an arbitrator befo►�e the llth day after the date that
acbitration is required, a district couct shall appoint an acbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the acbitcator is
final and bincling on all parties and inay be enfocced in any eourt of con�petent jucisdiction.
E. Record,s to be Mai»tained The Contcactor and eaeh S��bcontractoc shall, for a period of three (3)
years folfowing the date of acceptance of the worlc, maintain records tllat show (i) tl�e ila�ne and
occup�tion of each worlcec einployed by the Contractoc in the construction of the Worlc provided
foi• iil this Contract; and (ii) the actual pei• diem w�ges paid to each �vorlcer. The cecocds shall be
open at all reasonable hours foc inspection by the City. Tlle provisions of Paragi•aph 6.23, Right
to Audit, shall pertain to this inspection.
F. Pr�og�°ess Payn�ents. With each pi•ogress payinent or paycoll period, whichever is less, the
Contractoc sh�ll submit an affidavit stating t{1at tlle Contcactoc has complied with the
requirements of Cha�tec 2258, Texas Government Code.
G. Posti»g of Yiiage Rates. The Cotltraetor shall post prevailing w�ge cates in a conspicuous place at
all times.
H. Sirbcoi�t��aclor Con�pliaf�ce. The Contcactor sha(l incfude in its subcontracts and/oc shall
otherwise cequire afl of its Subcontcactors to comply with Paragcaphs A thcough G above.
6.08 Pate»t Fees a»d Royaltres
A. Contcactoc shall pay all license fees and royalties and ass�une all costs incident to the use in the
perfoi•mance of the Woi•I< or the incor�ocation in the Worlc of any invention, design, process,
producY, or device whicll is the subject of patent rigllts oc copycigllts held by othe��s. If a
pacticulac invention, design, process, product, or device is specified in the Contract Documents
for use in the pecformance of the Worl< and if, to the actual Icnowledge of City, its use is subject
to pateni rights or copycights calling �for the payment of any license fee or ►�oyalty to othei•s, tlle
e�istence of such rights shall be disclosed by City in the Contcact Doc��ments. Failuce of the City
to disclose such information does �1ot relieve the Contcactor from its obligations to pay for the
use of said fees or royalties to othe�s.
B. To tl�e ft.�llest exle»t per�»�rtted by Lcnt�s cmd Regulations, Co»t�°acto�° shall i»cle»7»�� cmd hold
ha�°mless Ci/y, fi•on� cmd agai»st adl cicri»�s, cosis, Iosse.s, a»d d�m�ages (i»clirdi»g but f�ot dir��ited
to adl.fees ai�d chcn�ge.s of e»gi»eers, a�•chitects, attor»e��s, cn�d other professio»als cmd all co�aa°t
o�• cn°bit�°crliof� o�° othe�� dispa�te resol�aitioi� costs) ar•ising oirt of or r�elating to at�y i»fi�•i»gen�ent of
patef�t f°ights or copyf°ights it�cide»t to tl�e �a�se if� tJ�e pe�fo�•n��ance of the T��or�l� or r•es°ailting fi•om
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the i»co��o��atio» in the GTtork of any inverrtioi�, desig», ��-ocess, pr•od�z�ct, o�� de>>ice ��ot specified
if� the Co»ti°act Docin��ents.
6.09 Pe�•mits a»d Utilitie.s
A. Corrti�acto�• obtaif�ed pern�its a��d licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided foe in the Supplementa�y Conditions or Contract
Documents. City shall assist Contractor, wnen necessary, in obtai�ling sueh per�nits and licenses.
Co�ltractor shall pay all governmental charges and inspeetioi� fees neeessary for the pcosecution
of the Worlc wlzich are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for pe►•mits pcovided by the City as specified in 6.09.B.
City shall pay all charges of utility ownets for eol�nections for providing permanent service to the
Worlc.
B. City obtai»ed pe�•�nits a��d lice��ses. City will obtain and pay for ail permits and licenses as
p►�ovided for in the Supplementary Co�lditions or Cont►-act Documents. It will be the Contractor's
responsibility to car�y out the pi-ovisions of the �ermit. If the Contcactor initiates changes to the
Contract and the City approves the changes, the Contractoc is responsible foc obtaining
clearances and coordinating with the appcopriate ��egulato►y agency. The City wil� not ceimburse
the Conti�actoc for any cost associated with these requirements of any City acquired permit. The
follo�ving are permits the City will obtain if requiT•ed:
1. TeYas Department of Transportation Pennits
2. U.S. Army Corps of Engineers Permits
3. Teaas Co�l�mission on Environinental Quality Pet��nits
4. Railroad Com�any Permits
� C. Oz�tsta»di��g pe��n7its ai�d licenses. The City anticipates acquisition of and/or access to permits
and ficenses. 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 Iicenses.
6.10 Lcn��s cr»d Regarlatiof�s
A. Contractor shall give all notices cequired by and shall comply with all Laws and Regulations
applicable to the performance of the Wo��l<. Except where otherwise expressiy required by
applicable Laws and Regulations, the City shall not be responsible foc monitoi•ing Contractor's
eomplianee with any Laws or Regulations.
B. If Contractor performs any Worlc la�owing or having reason to lcnow that it is contra�y to Laws or
Regulations, Contractor shall bear all claiins, costs, losses, and dainages (including but not
limited to al( fees and charges of engineers, architects, attorneys, and other professionals and all
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co�u�t or arbitration oc other dispute cesolution costs) arising out of or celating to such Wocl<.
However, it shall not be Cont►•actor's responsibility to mal<e ce�tain that the Specifications and
Dcawings are ii1 accocdance with I,aws and Regulations, birt this shall not relieve Contcactor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws oi• Regulatioils not Icnown at the ti►ne of opening of Bids IZaving an cff�ct on
the cost oc time of perforn�ance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awacded by the City, an organization which qualifies for e�emption pursuant to
Texas Ta� Code, Subchapter H, Sections 151.301-335 (as amended), tlle Coiltcactor inay
purchase, rent or lease afl inaterials, supplies and equipment used or consumed in the
perfor�l�ance of this contcact by issuing to his supplier an exenlption certificate in lieu of the ta�,
said e�emption cectificate to comply with State Comptrollec's Ruling .007. Any such e�emption
certifcate issued to the Contractor in lieu ofthe tax shall be subject to and shall conlply with the
provision of State Con�ptco(lec's Ruling .O1 l, and any other applicable ►•ulin�s pertaining to the
Texas Ta� Code, Subchapter H.
B. Te�as Ta� permits and information may be obtained fi�om:
Comptcoller of Public Accounts
Sales Ta� Division
Capitol St�tion
Austin, TX 7871 l; oc
2. http:/h�ww.�vindo�v.state.t�.us/taainfo/ta�forms/93-focros.html
6.12 Use of Sile and 0iher� Ar°eas
A. Li»�itatiof� o�a U.se of Site a»d Othe��• A�•eas:
Contractor shafl confine construction equipment, the storage of materials a��d equipment, and
tlle opecations of worl<e�s to the Site and othec areas permitted by Laws and Regulatio�ls, and
shall not unceasonably encunlbec the Site and other areas with construction equipment oc
othec materia(s or equipment. Contractor shall assume full cesponsibility for any damage to
any such (and o�• acea, or to tlle ownei• oc occupant thereof, oc of any adjacent land o�• areas
resulting fi•om t11e pel•formance of the Wocic.
2. At any time when, in the judgment of the City, the Contt�actor has obstcucted or cfosed or is
cai•iying on operatioiis in a portion of a stceet, eight-of-way, or easenlent gceater tha�l is
t�ecessary foc propet� executiol� of the Work, the City �nay cequire the Contractoc to finish the
section on which operations are in progcess before wock is commenced on any additional
area of the Site.
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3. Should any Damage Claim be made by any such owner or occupant because of the
pei•folmance of the Work, Contcactor shall promptly attempt to resolve the Damage Claim.
4. Pzn•stiaf�t to Paragi•aph 6.21, Co»t�°acto�° shall ii�denarr�� a»d hold ha�°n�lless City, fi��om and
agai��st all clain7s, costs, losses, a»d dcanages cn•isil�g oirt of o�• f•elating to cn�y claim o��
action, legad o�� eqzritable, broirgl�t b�� rn�y si�ch o�v»er or occiipa»t agairrst Ci1��.
B. Remo>>al of DeUris Dan°ii�g Pe�fo��n�1a»ce of the Wor°k: Dut•ing tlle prog�•ess of the Worl<
Contractor shall lceep the Site and other areas fi�ee from accumulations of �vaste materials,
rubbish, and othec debris. Removal and disposal of such waste materials, rubbish, and othei•
debcis shall confor�n to applicable Laws and Regulations.
C. Site Mai»te��ai�ce C'leanir�g: 24 hotu�s after �vritten 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 Contractoc
fails to correct the u��satisfactoly procedlu�e, the City may talce such dicect action as the City
dee�ns appropriate to cor��ect the clean-up deficiencies cited to the Contractor in the written
notice (by letter oc electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted fi•om the monies due or to become due to the Contractoc.
D. Fii�al Site Clea»i»g.� Prior to Final Acceptance of the Worl< Contractor shall clean the Site and
� the Worlc and malce it ready for utilization by City or adjacent pcoperty owner. At the completion
of the Worlc Contractor shall re�nove fi•om the Site ail tools, appliances, construction equipment
and machineiy, and surplus materials and shall cestore to original condition or better all property
disturbed by the Worl<.
E. Loadi��g St�°uctzir�es: Contractoc shall not load nor permit any part of any sh�ucture to be loaded
in any mannec that will endanger the structure, noi• shali Contractor subject any pai•t of the Worlc
or adjacent pcoperty to stresses or pressures that will endangec it.
6.l 3 Reco�°d Docau��ej�ts
A. Contractor shall nlaintain in a safe place at the Site or in a place designated by the Contractoc and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Oi•del•s, and written interpretations and clarifications in good ordec and annotated to
show changes made during construction. These cecord documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Worlc, these record documents, any operation and maintenance manuals,
and S�ibinittals will be delivered to City prior to Fi11a1 Inspection. Contractor shall incfude
accurate Iocations foc buried and imbedded items.
6.l 4 Scrfet}� and Protectro��
A. Cont��actor shall be solely responsible for initiating, maintaining and supervising a(1 safety
�recautio��s and progcams in connection with the Work. Such responsibility does not i•elieve
Subcontractocs of their responsibility for the safety of persons or property in the performance of
tlleii� worlc, noc for coinpliance �vith applicable safety Laws and Regulations. Contractoi• sflall
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tal<e all necessa�•y pcecautions for the safety of, and shall provide the necessa�y protection to
prevent damage, injury or (oss to:
1. atl persons on tlle Site or wl�o may be affected by the Worl<;
2. all the Wo.•!: and materials and equipment to be incorporated therein, whethec in storage on
oc offthe Site; and
other pi•ope►•ty at the Site or adjacent thereto, including trees, shrubs, lawns, wallcs,
pavements, coadways, structui•es, utilities, and Undergcound Facilities not designated for
removal, celocation, or replacement in the coiu�se of constcuction.
B. Contractoc shall comply with all applicab(e Laws and Reg�ilations rel�ting to the safety of
persons or propecty, or to the �cotection of pecsons or property fi�om damage, II1�Ul'y, or loss; and
shall ei•ect and mai��tain alf necessaiy safeguards foi• s!ich safety and protection. Contcactor sllall
notify owners of adjacent property and of Undergrouild Facilities and other utility owners when
proseeution of the Wocic may affect them, and shall cooperate witll them in the pcotection,
removal, relocation, and repl�ceinent of theic propecty.
C. Contractor shall eoinply with the applicable cequire�l�ents of City's safety progi•ams, if a�1y.
D. Contractor shall inform City of the specific requiremetlts of Contl•actor's safety pcogcam, if any,
with which City's employees and cepcesentatives must comply while at the Site.
E. A(( damage, inju�y, or loss to any pcoperty refereed to in Paragraph 6.14.A.2 oc 6.14.A.3 caused,
dicectly or indirectly, in whole or in part, by Coi�tractor, any Subcontcactor, Supplie�•, oc any
othec individual or entity directly or indirectly en�ployed by any of them to perform any of the
Wocic, or anyone for whose acts any of them inay be liable, sllall be cemedied by Contcactoc.
F. Contcactor's duties and cesponsibilities foc safety and for protection of the Worlc shall continue
until such tiine as all the Worl< is conlpfeted and City has acce�ted the Woric.
6.15 Scrfety Rel�f�ese»tative
Contcactoi• shall inform City in wciting of Contractor's designated safety representative at tlle Site.
6.16 Hazar�d Coi��i��emicatio» Pr�ogr•an�rs
Contcactor shall be i•esponsible for coordinating any eacllange of matecial safety data sizeets oc otllel•
hazacd communication information required to be made available to or elchanged between or among
employeis in accot•dance with Laws oc Regulations.
6.17 E�ne�ge»cies a��d/or� Rectificalion
A. In etner•gencies affecting the safety or pcotection of persons or the Wocic or property at the Site or
adjacent thereto, Contcactor is obligated to act to prevent threatened damage, inju��y, or loss.
Contractor shall give City proin�t written notice if Contt�actor believes that any significant
crry or roRT woaT�� �
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changes in the Wocic or variations fi•ou1 the Contract Doc�unellts have been caused thereby or are
�� required as a result thereof. If City detei•mil�es that a change in the Contract Cocuinents is
required because of the action talcen by Contractor in cesponse to such a�� eme�•gency, a Cl�ange
Order may be issued.
B. Should the Co��tractor fail to cespo��d to a request fi•oin the City to �•ectify any discrepa��cies,
omissions, or corcection necessary to conform with the cequirements of the Contcact Documents,
the City sllall give the Contractor w►•itten notice that such worlc or changes are to be perfo�•ined.
The w►•itten notice shall dicect attention to the discre�ant co�ldition a�1d request the Contractor to
tal<e remedial action to corcect the condition. In the event the Contractor does not talce positive
steps to fi�lfill tliis wcitten request, o�� does not show jlist cause for not taking the propei• aetion,
within 24 hours, the City may talce such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such eemedial action, plus 25%, fi�om any
fiinds due or become due the Contracto�• on the Project.
6.18 Submittals
A. Contractor shall submit reqttired 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 Genecal Requirements.
2. Data shown on the Sub�nittals will be coinplete with respect to quantities, dimensions,
specified performance and design c►•iteria, lnateriais, and sinlilar data to show City the
services, materials, and equipment Contractoc pcoposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 618.C.
3. Submittals submitted as herein pl•ovided by Contractor and ceviewed by City for
confor►nance with the design concept shall be e�ecuted in conformity with the Coi�tract
Documents unless otherwise cequired by City.
�. When Submittals are submitted for the �urpose of sllowing the installation in gceatec detail,
their review shall not excuse Conti•actor fi�om requirements shown on the Dcawings and
Specifications.
5. For-Informatioil-Only submittals upoi� which the City is not eapected to conduct ►•eview or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Ciearly identify each Sample as to matecial, Supplier, pertinent data such as catalog numbers,
the use for wliich intended and other data as City may ��equice to enable City to review the
submittal for the limited pucposes cequired by Paragraph 6.18.C.
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B. Where a Sub�llittal is required by the Contract Docuinents oc the Schedule of S��bmittals, any
related Worlc performed prior to City's review and acceptance of the pertinent submittal will be
at the sole e�pense and responsibility of Contractor.
C. Cily's Revie�n:
City will provide tiulely ceview of required Submittals in accordance with the Schedule of
Submittals �eceptable to City. City's ceviee�� and acceptance will be only to detern�ine if the
items coveced by the subinittals will, after installation or incorporation in the Worlc, conform
to the information given in the Contcact Docun�ents and be compatible with ihe design
concept of the conlpleted Project as a fiulctionin� whole as inaicated by the Contcact
Documents.
2. City's ceview and acceptance will not e�tend to means, methods, techniques, sequences, or
pcocedures of construction (e�cept whece a particular means, method, technique, sequence,
oe procedure of construction is specifically and elpressly called for by the Contract
Documents) or to safety preca��tions oc programs incident thereto. The ceview aild acceptance
of a separate item as sucl� will not indicate approval of the assembly in which the item
fiinctions.
3. City's ceview and acceptance shall not relieve Contractoi• fi�om responsibility for any
variation from the req�iirements of the Contract Documents unless Contcactor has complied
�vith the requireinents of Section Ol 33 00 and City has given written acceptance of each
sucli variation by specific wcitten notation thereof incocporated in or acco�npanying tl�e
SubmittaL City's ceview and acceptance shall not relieve Contractoc fi•om responsibility for
co�llplying with the cequireinents of the Contract Documents.
6.19 Contii�zrirrg tl�e YT�orlc
C�cept as othecwise provided, Contcactor shafl carry on the Worl< and adhece to the Pcoject Schedule
ducing all disputes ot� disagreements with City. No Wock shall be delayed oc postponed pending
resolution of any disputes or disagreements, e�cept as City and Contcactor may otherwise agcee in
wciting.
6.20 Co�7h•aclo�-'.s Ge»e�°al War�r�anty cmcl Gz�cn°cn�lee
A. Contcactoc warrants and guacantees to City that a(( Worlc �vill be in accocdance with the Contract
Documents and will not be defective. City and its officers, dicectocs, members, partnel•s,
employees, agents, consultants, and subcontcactors shall be entitled to cely on repcesentation of
Contcactoc's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder e�:cludes defects or dainage caused by:
I. abuse, modification, oc impropec mainteilance or operation by pecsons other than Cont►•actoc,
Subcontcactors, Suppliecs, oc any othec individua( or entity for whom Contractoc is
cesponsible; or
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2. normal wear and tear unde►• normal usage.
�. Cont��actoc's obligation to perform and complete the Wor]< in accordance with the Contract
Doc�unents shall be absolute. None of the following will constitute an acceptance of Worl< that is
not in accocdar►ce with the Contract Documents or a celease of Contractoi�'s obligation to perfocm
the Worl< 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 Worlc or any pa��t t{lereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any corcection of defective Work by City.
D. The Contractor shall remedy any defects oc damages in the Worlc and pay for any damage to
other wock or pi•opel-ty resulting therefi•om which shall appear within a period of two (2) yeai•s
fi•om the date of Final Acceptance of the Work unless a longei• period is specified and shall
fiirnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnificatioai
A. Contractor covenants and agrees to indemnify, hold liarmless and defend, at its o�vn
expense, the City, its officers, servants and employees, from ancl against any ancl all c(aims
arising out of, or alleged to arise out of, tlie worlc and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIF'ICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERAT� AND B� �FFECTIV� �V�N IF IT IS ALL�GED OR PROV�N THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT VV�RE CAUSED IN WHOLE OR IN
PART BY ANY ACT OMISSION OR N�GLIGENC� OF THE CITY. This indemnity
provisiou is intended to include, witliout limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against sucli claims �nd causes of actions.
B. Contractor covenants and agrees to indemnify and hold liarmiess, 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 worlc and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this ContracY. THIS INDEMNIFICATION PROVISION IS
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SPECITICALLY INTEND�D TO OPERATE AND B� EFFCCTIVE �V�N IF IT IS
ALL�GED OR PROV�N THAT ALL QR SOIV�i� OF TH� DAMAGCS BEING SOUGHT
W�12� CAUSED, IN WHOLE OR IN PART. BY ANY ACT, OMISSION OR
NEGLIG�NC� OF THE CITY.
�.22 Delegatior� of P��ofessioi�al De,sigf� Se���ices
A. Contractoc will not be required to provide professional desig�l services un(ess such services are
specifically required by the Contcact Documents for a portion of the Worlc oe unless such
services are cequiced to caccy out Contractoc's 1•esponsibilities foc coilstruction lneans, inethods,
techniques, sequences and proced�n�es.
B. If professional design services or certifications by a design professional celated to systems,
matecials or equipment are specifically required of Contcactor by the Contcact Documents, City
will specify all performance and design cciteria that such sei•vices must satisfy. Contractoc sllall
cause such services or certifications to be provided by a properfy licensed professional, whose
si�natuce and seal shall appeac on all drawings, calcu(ations, specifications, ceriifications, ancl
Submittals prepared by such professional. Slibmittals related to the Wocl< designed or certified by
such professional, if pcepared by othet�s, shall beac such professional's written approval when
subn�itted to City.
C. City shall be entitled to i•ely upon the adequacy, accuracy and completeness of the services,
certifications oc appcovals perfol•ined by such design pcofessio��a(s, pcovided City has specified
to Contractor perfo�•mance and design criteria that such services must satisfy.
D. Pursuant to this Paragcaph 6.22, City's review and acceptance of design cafculations and design
drawings will be oi�ly foc the limited pucpose of checicing foc conformance with perfor�nance and
design cciteria given and the design coi�cept expcessed in the Contract Docume�lts. City's review
and acceptance of Subinittals (e�cept design calculations and design d��awings) will be only for
the purpose stated i►1 Pacagraph 6.18.C.
6.23 Rigl�t lo A�udii
A. The Co�ltcactoc agrees that the City shal(, �u�til the expiration of three (3) years after final
payment under this Contract, have access to and tlle right to eaamine and photocopy any directly
pertinent boo(cs, documents, papers, and cecocds of the Contcaetoc involving transactions relating
to this Contcact. Contractor agcees that the City shall have access during Regular Worlcing Ho�u•s
to all necessacy Contractor faci(ities and sha(1 be pcovided adequate and appcopriate worl< space
in ocdec to conduct audits in comp(iance with the pcovisions of this Pacag�•aph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractoc fiu•ther agrees to include in all its subeontracts hei•e�uldec a pcovision to the effect that
the subcontcactor agrees that the City shall, until tlle expiration of three (3) yeacs aftec final
payment under this Contract, have access to and the right to e�amine and photocopy any directly
pectinent boolcs, doc�uneiits, papet�s, and records of such Subeontcactor, involving tcansactions to
Nle subcontract, and fitrther, that City shall have access ducing Regulac Worlcing Hours to all
crry or roa r woaTi �
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Subco�ltractor facilities, and shall be provided adequate and appropriate wori< space in order to
conduct audits in compliance with the pro��isions of this Parag►•aph. The City shall give
Subconti�actor ceasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. Tlle City agrees to reimburse Contractoc for the cost of tl�e copies as follows at the rate
published in the Teaas Administrative Code in effect as ofthe time copying is performed.
6.24 Noncliscrin2i��atio»
A. Tile City is 1•esponsible for operating Public Transportation Progcams and implementing transit-
related projects, which are fi�nded in part with Federal financial assistance awacded by the U.S.
Department of Transportation and the Federal Transit Adininistration (FTA), without
discriminating against any person in the United States on the basis of race, color, oc national
origin.
B. Title VI, Cinil Rights Act of 1964 as a»�ended: Contcactor shall comply with the t•equirements of
the Act and the Regulations as further defined in the Supplementary Conditions for• any project
receiving Federal assistance.
ARTICL� 7— OTHER WORK AT TH� SIT�
7.01 Relatec� T��ork at Site
A. City may perform other worlc related to the Project at the Site with City's employees, or other
City contractors, oc through other dit•ect contracts therefo►•, o►• have other worlc performed by
utility owners. If sucll othec worlc is not noted in the Contract Documents, then w►�itten notice
thereof will be given to Contcactor pcior to stai�ting any such other work; and
B. Cont��actol• sl�all afford each otller contractot• who is a party to such a di►•ect contract, each uti�ity
owner, and City, if City is performing other wocl< with City's employees or other City
contcactors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and srorage of mate�•ials and equi�ment a►ld the execution of such othec work, and
properly coordinate the Wocic with theirs. Contractor shall do all cutting, fitting, and patching of
the Wock that may be required to propel-ly connect or otherwise make its sevecat parts come
together and properly integrate �vith such other work. Contractor shall ��ot e��danger any work of
others by cutting, e�cavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' worlc with the written consent of City and the others whose
work will be affected.
C. If the proper e�ecution oc results of any pai�t of Contractor's Worlc depends upon wocl< performed
by otheis under this Acticle 7, Contractor silall inspect such othe►• worl< and promptly report to
City in writing any delays, defects, or deficiencies in such other woj•k that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute ai1 acceptance of such othei• worl< as fit and proper for ilitegi•ation with
Contcactor's Wo►�I< except for latent defects in the wocic provided by othecs.
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7.02 Coo�°di�7atio»
A. If City intends to contract wit11 others for tlle perfocu�ance of othec work on the Pl•oject at the
Site, the following will be set forth in Supplementary Conditions:
the individual or entity w(�o will have airthority and responsibility for coordination of the
activities among the various contcactoi•s will be identified;
2. tlle specific matters to be coveced by such authocity a►ld responsibility will be itemized; and
3. the extent of sucl� authocity and c�sro�:sibilities will be pt�ovided.
B. Uilless otherwise provided in the Suppleinentary Conditions, City sha(f have authority for such
coordination.
ARTICL� 8 — CITY'S R�SPONSIBILITIES
8.01 Comf»ir»icatio»s lo Cof�tr�actor�
Eacept as otherwise provided in the Supplementacy Conditions, City shalf issue all comm�ulications
to Contcactor.
8.02 Fan�»ish Data
City shall timely fi�rnish the data required undec the Contract Doc�unenCs.
8.03 Pay T�he» Due
City shall mal<e pay�nents to Contcactor in aceordance �vith Article 14.
8.04 Lcn�ds a»d Ea,semenls; Repo�°ts a��d Tesfs
City's duties with cespect to providing lands and easements and providing engineering sui•veys to
establish t•efecence points ace set forth in Paragl•a�hs 4.01 and 4.05. Pacagcaph 4.02 refeis to City's
identifying and malcing available to Contractor copies of cepocts of eaplorations and tests of
subsui�face conditions and drawings of pllysical conditions celating to e�:isting surface or subsurface
st►�uctuces at or contiguous to the Site that have been utilized by City in prepacing the Contcact
�OCUIll011iS.
8.05 Cha»ge Or�der�s
City shall execute Change Ocdecs in accordance with Pacagraph 10.03.
8.06 b�s�ectior�s•, Tea•!s, cmd App�-o>>als
Ciiy's cesponsibility with respect to cectain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Lin�itations o�� City's Responsibilities
A. The City shall not supe►�vise, dicect, or have contcol or auth�rity over, nor be responsible for,
Contractor's means, �nethods, techniques, sequences, or procediu�es of construction, or the safety
precautions and progra�ns incident thereto, or for any fail�n�e of Contractor to comply with Laws
and Regulatio��s applicable to the performance of the Wo►•lc. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Coi�tract Documents.
B. City will notify the Cont��actor of �pplicable safety plans pursuant to Parageaph b.14.
8.08 Undisclosed Hazcrrdoirs Envi�°o»r�ae»tal Co�rdition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Con7pliance 1�i�it1� Safely P�•og�°an7
While at the Site, City's employees and representatives shall coinply with the specific applicable
��equirements of Contractor's safety prograins of which City has been informed pulstilant to
Paragrapi16.14.
ARTICL� 9— CITY'S OBS�RVATION STATUS DURING CONSTRUCTION
9.01 City's P��oject Rep��ese��tative
City will provide one or moce Project Representative(s) during the construction peciod. The duties
and i•esponsibilities and the limitations of authority of City's representative during construction are
set fortll in the Conti•act Documents. Tlle Project Representative(s) will be as provided in the
Suppletnentary Conditions.
�.�2 j�ISI%S 10 SII�
A. City's Project Representative will �nal<e visits to the Site at intelvals appropriate to the various
stages of constcuction as City deems necessacy in order to observe the progress that has been
made and the quality of the various aspects of Contractor's eaecuted Worlc. Based on
information obtained during such visits and obsecvations, City's Project Representative will
determine, ii� general, if the Work is proceeding in accordance with the Contraet Documents.
City's Project Representative will not be requi�•ed to make exhaustive o►• continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed to«�aed providing City a greatec deg�•ee of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Repcesentative's visits and obseivations are subject to all the limitations on
authority and responsibility in the Contcact Documents including those set forth in Paragraph
8.07.
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9.03 Aaithor�ized i�a�"IC!(J019s if� i��or�k
Cliy'S �l•oject Representative may authorize minor va��iations in the Woc(< fi•om the cequirements of
the Contcact Doaunents which do not involve an adjustmel�t in the Contract Price oc the Contract
Titne and are compatible with the design concept of the co�npleted Project as a fiinctioning whole as
indicated by the Contcact Documents. These may be accomplished by a Field Order and will be
bindi�ig on City and also on Contcactoc, who shall pei•form the Woi•Ic involved prompY(y.
9.04 Rejectij�g Def'ectine YT�ork
City will have authority to reject Worlc which City's Project Rep►•esentative believes to be defective,
or will ilot produce a completed Project that conforms to tlle Contract Doc�iments or that will
prejudice the integcity of the design concept of t11e completed Project as a fiu�etioning whole as
indicated by the Contcact Doeuments. City will have authority to conduct special inspection or
testing of the Worlc as provided in Article 13, whether oc not the Wocic is fabricated, installed, or
completed.
9.05 Deter»�i»aliorrs for YYo�•k Perfor»�ed
Contractoc will determine the actual quantities and classifications of Worlc performed. City's Pcoject
Representative will 1•eview with Contractol• the preliminaiy detecminations on such mattel•s befoi•e
rendecing a wcitte�l recommendation. City's written decision will be fi�lal (e�cept as modified to
ceflect changed factual conditions or more accut•ate data).
9.06 Decisior�s o» Reqa�i�°en�e�7t,s of Co»tr•act Docim�ef�ts cn�d Acce�tabilily of�YT�or�k
A. City will be the initial inYerpreter of the req�iireinents of the Contcact Documents and judge of the
acceptability of tlle Woi•k thereundec.
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 Contcactor, subject
to the pi•ovisions of Paragra�h 10.06.
ARTICL� 10 — CHANG�S IN TH� WORI{; CLAIMS; �XTRA WORK
10.01 Ai�iho�°izecl Cl�rn�ges i» ihe Yi'or�%
A. Witholit invalidating the Contract and witho��t notice to any surety, City may, at any time oc fi•oui
time to time, ol•der Extra Woi•Ic. Upo�1 notice of sueh E�tca Wor(c, Contcactor shall promptly
proceed with the Wocic invo(ved which will be perfocmed under the applicable conditions of the
Contract Doc�tments (e�cept as othecwise specifically pi•ovided). Extra Worlc shall be
memorialized by a Change Order which may or may not precede an order of Eltra worl<.
B. Fol• minor changes of Wocic not requiring changes to Cont►•act Time or Conti•act Price, a Field
Order may be issued by the City.
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10.02 Ui�azrthoi�ized CI�a»ges i» tl�e T�to��k
Contractor shall not be entitled to an inci•ease in the Contract Price or ai1 extension of tlle Cont►�act
Time with respect to any work perfoi•med that is not rec�uired by the Contract Doaunents as
amended, modified, or supplemented as provided in Paragcaph 3.04, e�cept in the case of an
emergency as provided in Paragraph 6.17.
10.03 Ezecirtio» of Chaf�ge O�•�lei°s
A. Cify and Contractor shall eYecute app►•opriate Change Orders covering:
' l. changes in the Wot�k which are: (i) ordered by City pursuant to Paragraph lO.OI.A, (ii)
cec�uii�ed because of acceptance of defective Worl< under Paragraph 13.08 or City's correction
of defective Worl< 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 ef time io�• Worlc actually performed.
10.04 Extf�a Wo�•k
A. Should a difference arise as to what does or does not constitute EXtra Worlc, or as to the payment
thereof, and the City insists upon its perfo►•mance, the Conh•actor shall p►•oceed with the worlc
after malcing written request for writte�i ocders and shall lceep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Eatra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnisll the City such installation records of all deviations fi•om the original
Contract Documents as may be necessary to enable the City to prepare for pecmaiient record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon foi• E�tra Work whethei• or not initiated by a Change Order shall
be a fiili, colnplete and final payment for al� costs Conh�actor incurs as a result or relating to the
change oc Eatra Work, whether said costs are known, unlcnown, foreseen or unfoceseen at that
time, including without limitation, any costs for delay, extended overhead, cipple or impact cost,
or any otller effect on changed or unchanged wot�lc as a result of the change or E�tra Worl<.
10.05 Notifrcatiof� to Sa�t�et}�
If the provisions of any bond requice notice to be given to a surety of any change affecting the
general sco�e of the Worlc or the provisions of the Contract Documents (including, but not limited
to, Contl•act Pl•ice oi• 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.
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10.06 Co�7ti•act Cdnin�s Pr�ocess
A. City's Deci,sio» Reqiiir�ed: All Con�ract Cl�ims, e�.cept those waived p��csuant to Pacagraph
14.09, shall be ceferred to the City foc decision. A decision by City sllall be required as a
condition pi•ecedent to any e�ei•cise by Contractor of a►ly rights or remedies he may otheewise
have under the Contcact Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Wcitten notice stating the genecal �lature of each Contract Claim shall be delivered by the
Coniractor to City no later than 15 days after the start of Che evel�t giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party mafcing the Contr�ct
Claim,
2. Notice of the amount or e�tent of the Contract Claim, with supporting data shal( be deliveced
to the City on or before 45 days fi•on1 the stai•t of the eve��t giv�ng rise tl�ereto (unless the City
allows additional time foi• Contractor to subtnit additional o�• more acau�ate data in su�port of
such Contract Claim).
3. A Contract Claim for �n adjustment in Co�itcact Price shall be prepared in accordance with
the provisions of Paragcaph 12.01.
4. A Contract Clainl foc an adjustment in Contcact Time shall be prepared in accordance with
tlle provisions of Pacagcapll 12.02.
5. Each Contcact Claim shall be accompanied by Contractor's written statemeilt that the
adjustnlent clain�ed is the entire acljustment to which the Coiltcactor believes it is entitled as a
cesult of said event.
6. The City shall submit any response to the Contractor within 30 days after ceceipt of the
cfaimant's last submittal (�u�less Contract allows additional time).
C. City's Actiof�: City will review each Contcact Claim and, witllin 30 days aftec ceceipt of tf�e last
submittal of tlle Contractor, if any, ta(ce one of the following actions in writing:
1. deny the Contract Claiil� in wllole oc in pat�t;
2, appcove the Contcact Claii��; or
3. notify the Contractor that the City is unab(e to reso(ve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For �urposes of filrthec
reso(�rtion of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action undet� Paragraph 10.06.0 will be final and binding, unless City or
Contractoc invol<e the dispute resolution procedu�•e set forth in Article 16 within 30 days of such
action oi� denial.
E. No Conti•act Claim fo�• an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICL� 11— COST OF TH� WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of t1�e yTro�°k
A. Costs b�cluded: The term Cost of the Wocic means the sum of all costs, except those excluded in
Paragrapll 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the
Worl<. Wl�en the value of any Work coveced by a Change Order, the costs to be reimbursed to
Contractor wili be only those additional or incremental costs required because of the change in
the Wocic. Such costs shall not include any of the costs itemized in Paragcaph 11.O1.B, and sf�all
include but not be limited to the following items:
l. Payroll costs for employees in the direct employ of Contcactoc in the performance of the
Work under schedules of job classifications ag1•eed upon by City and Contractor. Such
employees shali include, without limitation, superintendents, foremen, and other personnel
employed full time on the Worlc. Paycoll costs for employees not employed full tiine on the
Worl< shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% marlcup, or
b. salaries and wages pius the cost of fi�inge benefits, which shall include social security
contributions, unemployment, e�cise, and payroll taaes, worlcers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thei•eto.
The e�penses of performing Work outside of Regulac Wol•lcing Ho�u�s, Weelcend
Working How�s, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all matecials and equipment fiirnished and incorporated in the Work, including costs
of t��anspoi�tation and storage thereof, and Supplieis' field services required in connection
thecewitil.
3. Rentals of all consteuction equipment and machinecy, and the pal�ts thereof whether rented
fi-om Contractoc or othecs in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and cemoval thei•eof. A(l
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machine�y, or parts shall cease when the use theceof is no longer necessacy
for the Work.
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4. Payments made by Contractor to Subcontractors for Worl< perfocmed by Subcontractois. If
required by City, Contcactor shall obtain competitive bids fi�oin subcontcactors acceptable to
City and Contractoi• and shall deliver s�ich bids to City, who will then detecinine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of t11e Worl< plus a fee, the Subcontractor's Cost of the Wocic and fee shafl
be deterinined in the sanle mani�e►• as Contl•actor's Cost of the Worlc and fee as provided i►1
this Pai�agraph I 1.01.
5. Costs of special consultants (including but not limited to engineeis, architects, testin�
(aboratories, sucveyors, attorneys, and xccountants) employed for services specifical(y related
to the Worlc.
6, Supplemental costs illcluding the following:
a. The propol•tion of necessacy tcanspoi•tation, ti•avel, and subsistence expenses of
Contractor's employees inc�u•red in discharge of d�rties connected with the Worl<.
b. Cost, including transpol•tation and maintenance, of all materials, supplies, eq��ip�llent,
maehinery, appliances, office, and tempoi•acy facilities at the Site, and hand tools not
owned by the worl<ers, which are consumed in the pecforinance of the Worl<, and cost,
less �narlcet value, of such items used but not consumed which remain tl�e pcoperty of
Contractor.
c. Sales, consumer, use, and other siil�ilar taaes celated to the Wocl<, and for wllich
Contcactor is (iable not coveced under Pacagcaph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes othec than negligence of Contractor, any Subcontractor, oc
anyone directLy oc indicectly employed by �ny of them or foc whose acts any of them may
be liable, and royafty payinents and foes for permits and licenses.
e. Losses and dainages (�nd cefated e�penses) caused by dalnage to the Woc(c, not
compensated by ins�u•ance oc othecwise, sustained by Contcactoc iii connection with tlle
pecformance of the Worl<, provided such losses and damages have resulted fi�om causes
other th�n tlle neg(igence of Contcactor, any Subcontractor, or anyone directly or
indirectly emp(oyed by any of them oc for whose acts any of then� may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
s��cl1 losses, damages, and eapenses shall be included in the Cost of the Worlc for the
purpose of determinii�g Contractoc's fee.
f: The cost of �itilities, fuel, and sanitary faci(ities at the Site.
g. Minor expenses such as telegcams, long distance telephone calls, telephone and
coinmunication services at the Site, e�pcess and courier services, and simila►• petty cash
items in connection with the Worl<.
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h. The costs of premiums for all bonds and insu►•a��ce Contractor is required by tl�e Contraet
Doclunents to purchase and maintain.
B. Costs Exclarded: The term Cost of the Wor•I< shall not include any of the following items:
1. Payroll costs and othe►• compensation of Contcactor's officers, e�ecutives, p►•incipais (of
partnerships and sole pcoprietoiships), general managees, safety managers, engineers,
architects, esti►natoj•s, atto►•neys, auditors, accountants, pucchasing and contracting agents,
expediters, ti�nelceepers, eleri<s, and other personnel eulployed by Contcactor, whether at the
Site o�� in Contractoc's pcineipal or branch offce fol• general administl•ation of the Worlc and
not specifically included in the ag��eed upon schedule of job classifications referred to in
Paragraph 1 l.Ol .A.l or specifically coveced by Paragrapll 11.O1.A.4, all of which are to be
considel•ed ad�ninistrative costs covered by th� Contr•actor's fee.
2. E�penses of Contractor's princi�al and branch offices other than Contractor•'s office at the
S ite.
3. A�Zy part of Contcactor's capital eYpenses, including inte��est on Contractor's capital
employed for the Worlc and eharges against Contracto►• for delinquent paynlents.
4. Costs due to the negligence of Contractor, any S�ibcontcactor, o►• 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 Wocic, disposal of materials or equipment wrongly
supplied, and mal<ing good any damage to property.
5. Other overhead or general eapense costs of any (<ind.
C. Co»tf°acto��'s Fee: When all the Wocic is pecfornled on the basis of cost-plus, Contractor's fee
shafl be detecmined as set forth in the Agreeil�ent. When the value of any Wori< covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Worlc, Cont►�actor's fee shall be determined as sei forth in Paragraph 12.OI .C.
D. Doczm�e��tatio»: Whenever the Cost of the Worlc for any purpose is to be detectnined pursuant to
Paragraphs 11.O1.A and 11.O1.B, Contractoc will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a focm acceptable to City
an itemized cost brealcdown together with supporting data.
11.02 Alloinances
A. S�ecifred Alloli�ance: It is �uldecstood tllat Coi�tcactor has included in the Contract Pcice all
allowances so named in the Contract Documents and shall cause the Worl< so cove►�ed to be
pe��focmed for such sums and by such persons or entities as may be acceptable to City.
B. Pr�e-bid Aldoi��ances:
1. Contractor agrees that:
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a. ihe pPe-btC� a1�OWc�I1C8S I(1CIUde ill0 COSt t0 C011t1'aCtOt' Of 1171te1'1c��S alla 2qll1p111el1t I'eC�llll'ed
by the allowances to be delivered at the Site, and al( applicable taxes; and
b. COl1ii'c1Ci01''S COSiS fo�• �ulloading and handling on the Site, labor, installation, overhead,
profit, and other ea�enses contemplated for the pt�e-bid allowances Ilave been included in
the allowances, and no demand for additional payment on account of any of the
focegoing will be valid.
C. Co»tinge»cy Allo�i�rn�ce: Coi�tcactor agrees tl�at a contingency allowanee, if any, is for the sole
use af City.
D. Prior to final payment, an approp�•iate Change Order will be issued to ceflect actua( amounts due
Contcactor on account of Worlc covered by allowances, and the Contcact Price shall be
correspondingly adjusted.
ll .03 Uf�it P�•ice yYo�°Ic
A. Whece tlle Coiltract Documents pi•ovide that all or p�rt of tlle Wocic is to be Unit P►•ice Wock,
initially the Co►1h�act Price will be deemed to include for all Unit Pcice Worlc an anlount equal to
the su�n of the unit price for each sepacately identified item of Ui1it Price Wol•1< ti�nes the
estimated quantity of each item as indicated in the Agreeme��t.
B. The estiuiated quailtities of iteilis of Unit Price Worl< are not guaranteed a��d are solely for the
purpose of co�np�cison of Bids and detecmining a�1 initial Contcact Pcice. Determinations of tlle
actual quantities and classifications of Unit Price Wocl< pecformed by Contractoc will be made by
City subject to the pcovisions of Pacagcaph 9.05.
C. Each unit pl•ice will be deenled to include an amount consideced by Contcactoc to be adequate to
cover Contractor's overhead and profit for each sepacately identified item. Worl< described in the
Contract Documeilts, or reasonably inferced as required foc a fiinctionally complete installation,
but not identifed in the listing of w�it price items shall be considered incidentaf to unit price
worl< listed and the cost of incidental worlc included as paet oftlle �u�it price.
D. City �nay inalce an adjustinent in t11e Contract Price in accol•dance with Pacagcapl� 12.01 if:
1. the quantity of any item of Unit Priee Worlc pecformed by Contractoc diffecs matecially and
significantfy fi•om the esiimated c�uantity of s��ch item indicated in the Agceenlent; and
2. there is no con•esponding adjustment with respect to any other ite�n of Worlc.
E. Ine��•eased o�° Decr�easecl Qucn�irGies: The City reserves the right to ocder Eati�a Wor•Ic in
accoi•dance with Pacagraph 10.01.
1. If the changes in quantities or the alte��ations do not significantly cllange t11e character of
wocl< under tlle Contract Documents, the altel•ed worl< will be paid for at the Contract �u�it
price.
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2. If the changes ili quantities or alterations significantly change the character of worlc, the
Contract wi(l be amended by a Change Order.
3. If no unit prices e�ist, this will be consideced Extca Wocic and the Coi�tract will be amended
by a Cl�ange 01•der in accordance with AI•ticle 12.
4. A significant cha�ige in the character of worlc occurs «�hen:
a. the character of work for any Item as altered diffecs materially in I<ind or nature fi�om that
in the Contract or
b. a Majoc Item of worl< varies by more than 25% fi•om the ociginal Contract quantity.
5. When the quantity of worlc to be done under any Majoc Item of the Contract is more than
�� 125% of the ociginal c�ua�ltity stated il1 the Contract, then either pai-ty to the Contract may
cequest an adjushnent to the unit price on the portion of the wocic that is above 125%.
6. When the quantity of worl< to be done under any Major Item of the Contract is less than 75%
of the origina� quantity stated in the Contract, then either pai�ty to the Contract �1�ay request
�� an adjustlnent to the unit price.
11.04 Pla»s Qt�a»tit�� A7easio��en�ent
A. Plans quantities may or tnay not represent the exact quantity of work performed or material
inoved, handled, or placed during the exeeutioi� of the Cont��act. The estimated bid quantities are
designated as final pay�nent quantities, unless revised by the governing Section o�- this Article.
B. If the quantity uleasured as outlined undec "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Pcice and Payment ProcedLu�es" for specific Items) fi•om the total
estimated quantity for an individual Item oi•iginally shown in the Conti•act� Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contcact cequesting the adjustment wilt provide field measurements and caleulations
showing the final quantity for which payment will be made. Payment foc c•evised quantity will be
made at the unit �rice bid for that Item, e�cept as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change O�•der, or to
correct an ercor, ol• to col•rect an error on the pla►1s, the plans q��antity will be inereased 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 muitiplied by the unit pcice bid for an individua( Item is less than
$250 and the Item is not ociginally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fi� tlle final quantity as a plans
quantity.
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E. For callout worlc or non-site specific Contracts, the plans qttantity measiu•enlei�t requirements are
ilot applicable.
ARTICL� 12 — CHANGE OI+ CONTRACT PRIC�; C�€ANGE OF CONTRACT TI1VI�
12.01 Clumge of Coi�tr�act Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Worl� coveced by a Change Order will be detecmined as follows:
l. where tl�e Woc(c involved is covered by unit prices contained in the Contract Documents, by
applicatiotl of such unit prices to the quantities of tlle items involved (subject to tl�e
provisions of Paragcaph 1 1.03); oc
2. where the Worlc involved is not covered by unit prices contained iil the Contract Docuinents,
by a mutually agreed lump sum or unit price (whieh ir►ay include an allowance for ovechead
and proiit not necessarily in accordance with Paragraph 12.OI.C.2), and shall include the cost
of any secondaty impacts that at�e fol•eseeable at the time of pricing the cost of Extra Worlc;
or
3, where the Worlc involved is not covered by unit prices cont�ined in the Contract Docutnents
and agreeinent to a(ump sum or anit pcice is not reached �mdec Pacagraph 12.O1.B.2, on the
basis of the Cost of the Worl< (determined as provided in Paragraph 1 1.01) plus a
Conti•actoc's fee foc ove►•head and profit (detecmined as pcovided in Paragra�h 12.OI .C).
C. Coi�t��actot�'s Fee: The Contractor's additional fee for overhead and profit shall be detecmined as
follows:
1. a mutually acceptable fited fee; or
2. if a fiaed fee is not agreed upo�l, then a fee based on the following percentages of the various
portions of the Cost of the Worlc
a. for costs incurred under Pacagraplls 11.O1.A.1, 11.O1.A.2. and 11.O1.A.3, the
Contcactor's additionaf fee shalf be 15 percent eacept for:
1) rental fees foc Contractor's own equipment using standard cental cates;
2) bonds and insucance;
b. for costs incurred �ulder Pal•agcaph 11.O1.A.4 and I 1.O1.A.5, the Contcactoc's fee slla(l be
five pet•cent (5%);
1) whece one oc more tiers of subcontracts ace on the basis of Cost of the Wocic plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and
12.OI.C.2.b is that the Subcontcactoc who actuafly performs the Wocic, at whatevec
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tier, wil( be paid a fee of 15 percent of the costs incurred by such Subcontractor unde►•
Pai�agraphs II.O1.A.1 and 11.OI.A.2 and that any higher tiee Subcontractor and
Cont��actor will eacli be paid a fee of five pej•cent (5%) of the amount paid to the neat
lower tiei� Subcontractoc, however in no case shall the cumulative total of fees paid be
in ercess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and
11.O1.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease i�� cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an atnount equal to five percent (5%) of such net
decrease.
12.02 Change of Contract Ti»�e
A. The Contract Time may only be changed by a Change Ocder.
B. No extension of the Contt•act Time will be allowed for Ext►•a Worl< or for elaimed delay unless
the Extra Wor(c contemplated oc claimed delay is shown to be on the criticai path of the Project
Schedule or Contractor can show by Criticai Path Method analysis how the E�h�a Wori< or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractoc is ceasonably delayed in the perfor►nance o►� completion of any part of the
Worl< within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be e�tended in an amouilt equal to the time lost due to such delay if a Contcact Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be linlited to, acts
or neglect by City, acts or neglect of utility ownecs or other contractors perfocming other wo►•fc as
contemplated by Article 7, fires, floods, epidemics, abnormal weathec conditions, or acts of God.
Such an adjustment shall be Contractoi�'s sole and eaclusive retnedy for the delays described in
this Paragcaph.
B. If Conh�actor 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 �rofessio��als and all court or arbitration or other displ►te resolution costs) stistained 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 Tilne 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 tlle conh�ol of Contractor.
D. The Contcactor shall receive no compensation for delays or hindrances to the Worl<, eacept when
direct and unavoidable extra cost to the Contcactor is caused by the failure of the City to provide
information or material, if any, which is to be fiu•nished by the City.
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ARTICL� 13 — TESTS AND INSP�CTIONS; CORR�CTION, R�MOVAL OR ACCCYTANC� OF
DEi ��TIV� WORK
13.01 Notice of Defects
Notice of all ciefective- Worlc of which City has actual Icnowledge will be given to Contractor.
Defective Wocic inay be cejected, coccected, oc accepted as pi•ovided in this Ai•ticle 13.
13.02 Access to T�o�°k
City, independent testing labocatoi•ies, and governinental agencies witll j�u•isdictional inte►•ests will
have access to the Site and the Worlc at reasonable times for their obsecvation, inspection, and
testing. Contcactoc shall provide them pcopec a�1d safe conditions foc such access and advise them of
Contractor's safety procedures and pcogcams so that they may comply therewith as applicable.
13.03 Tests a��d b�spectio»s
A. Conh�actor shall give City timely notice of readiness of the Worlc for all requiced inspections,
tests, or approva(s and shall cooperate with inspection and testing pecsonnel to facilitate required
inspections or tests.
B. If Contcact Documents, Laws or Regulations of any public body having jucisdiction ►•equire any
of the Worl< (or part thereo� to be inspected, tested, oc approved, Co�ltractoc shall assume full
responsibility for arranging and obtai�iing such i�ldependent inspections, tesYs, retests or
appcovals, pay al( costs in connection therewith, and furnish City the required cectificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Depart►nent of Licensure and Regulation (TDLR)
inspections, whieh sllall be paid as described in tl�e Supplementa�y Conditioi�s.
C. Contractor shall be responsible for arrangin� �nd obtaining and shall pay all costs in connection
with any inspections, tests, ce-tests, oc approvals required for City's acceptance of matecials or
equipulent to be incorporated in the Worlc; oc acceptance of n�atecials, nlia designs, or equipment
submitted fol• approva( prioc to Contcactor's pui•chase theceof foi• incorporation in the Worl<.
Suc(i inspections, tests, i•e-tests, or appcovals shall be performed by ocganizations acceptab(e to
City.
D. City may aci•ange for the services of an independent testing labocatory ("Testing Lab") to
pecform any inspections or tests ("Testing") for a�ly part of the Worl<, as detei•mined solely by
City.
1. City will coordinate such Testing to N1e extent possible, with Contcactoc;
2. Should any Testing under this Section 13.03 D result in �"fail", "did not pass" or othe►�
similar negative result, the Contcactor shafl be responsible foc paying for any and all retests.
Contractor's cancellation �vithout cause of City initiated Testing shall be deeiz�ed a negative
1•esult a�id require a retest.
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3. Any amou��ts owed for aily cetest 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 Testiilg
Lab is paid.
E. If any Work (or tlle work of othecs) that is to be inspecied, tested, or• approved is covered by
Contractor without written concuri•ence of City, Contr�actor shall, if requested by City, uncover
such Worlc for observation.
F. Uncovering Worlc as provided in Paragraph 13.03.E shall be at Contcactoc's e�pense.
G. Contractor shall have the right to malce a Contract Claim i�egarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncoveri»g i�T�o�°k
A. If any Work is coveced conh�acy 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
eYpense.
B. If City considers it necessary or advisable that covered Worl< be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or othecwise make available
for obsecvation, inspection, oc testing as City may i-equire, that pol�tion 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 (imited to all fees and charges of engineeis, architects,
attorneys, and other professionals and all court or othec dispute resolution costs) acising out
of ol• relating to such �ulcovering, exposure, obsecvation, inspection, and testing, and of
satisfactoiy replacement oc reconstruction (including but not iimited to all costs of repair or
replacement of worlc of others); or City shall be entitled to accept defective Worlc in
accordance with Paragcaph 13.08 in which case Contractor shall still be responsible for a(l
costs associated with e�posing, observing, and testing the defective Worlc.
2. If the uncovered Worl< is not found to be defective, Contractor shall be allowed an increase
in tlle Contract Price or an extension of the Co�itract Time, or both, directly atiributable to
sueh uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 Ciry Mcry Stop the T�T�o�•k
- If the Wori< is defective, or Conh�actor fails to supply sufficient sl<illed worl<ers oc suitable materials
or equipinent, oc fails to perforin the Worlc in such a way that the completed Worl< will conform to
the Cont►�act Documents, City may ordec Contractoc to stop the Work, or any portion thereof, until
�- the cause for such order has been eliminated; ho�vever, this cight of City to stop the Work shall not
give cise to any di�ty on the part of City to e�eccise tllis right for tlle benefit of Contractoc, any
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Subcontcacto►•, any Supplier, any other individual or entity, or any surety for, or einployee oc agent of
any of them.
13.06 Co�•�•ectioi� o�� Re»7oval of Defecti>>e YT�ork
A. Promptly after receipt of wcitten notice, Conti•actor shall correct all defective Wo►•I< pursuant to
an acceptable schedule, whethe►• or not fabi•icated, installed, oc co►npleted, oc, if tl�e Wocl< has
been rejected by City, cemove it fi•om the Pcoject and replace it with Wocic that is not defective.
Contcactor shall pay all claims, costs, additionat testing, losses, and damages (including b�it not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
couct oc acbitcation or othe►• dispute resolution costs) acising out of oi• reiaiing to such correction
or removal (including but not liinited to all costs of repair or replacement of wocic of othecs).
Failiu•e to requice the removaf of any defective Worl< shall not constitute acceptance of such
Worlc.
B. When coc►•ecting defective Worl< under tlle terms of this Paragraph 13.06 or Paragraph 13.07,
Contcactor shall talce no action that wuuld void or othecwise impair City's specia( waccanty and
guarantee, if any, on said Worl<.
13.07 Cor��°eclio» Pe�•iod
A. If within h�vo (2) yeai•s after the date of Final Acce�tance (or such longer peciod of time as may
be pcescribed by the terms of an}� app(icable speeial guarantee cequi►•ed by the Contcact
Docuinents), any Worlc is found to be defective, or if the repair of any danlages to the land or
aceas made available for Contcactor's use by City o�• permitted by Laws and Regul�tions as
contemplated in Pacagraph 6.10.A is found to be defective, Contcactoi• sllall promptly, witho�it
eost to City and in accordance with City's written instructions:
L cepaic such defective land or areas; or
2. cori•ect such defeetive Worl<; or
3, if the defective Worl< has been t�ejected by City, remove it fi�oin the Project and replace it
with Wock that is not defeetive, and
4. satisfactorily correct oc cepair or remove and ceplace any damage to other Worlc, to the worlc
of others or other land or aceas resulting therefrom.
B. If Contractoc does not pi•omptly comply with the tei•ms of City's wi•itten instructions, or in an
emergency where delay would cause serious rislc of loss or damage, City may have the defective
Worlc corrected or �•epaired or may have the cejected Wock cemoved and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
al•chitects, attorileys, and other pcofessionals and all couct oc othee dispute cesolution costs)
arising out of oc relating to such corcection or cepair or such eemoval and ceplacenlent (includi�ig
btit not limited to all costs of cepail• or ceplacen�ent of wocic of others) will be paid by Contt•actor.
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C. In special circumstances where a pai-ticular 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 fi•om
an ea� lier date if so provided in the Cont�•act Documents.
D. Where defective Wa�•Ic (and damage to other Work resulting therefrom) has beetl corrected or
removed and replaced under this Paragraph 13.07, the cor►�ection period hereunder with respect
to such Worlc may be t•equired to be eatended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days writte�� notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requicement by filing a
Contract Claim, pursuant to Paragcaph 10.06.
E. Contractor's obligations under this Paragi•aph 13.07 are in addition to any other obligation or
wacranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute ror, or a
waiver of, the provisions of any applicable statute of linlitation or repose.
13.08 Accepta�ce of Defective T��ork
If, instead of requiring cot•rection or removal and replacement of defective Work, City pi•efers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and chacges of engineers, architects, attorneys, and other professionais and al(
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Worlc 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 Ocder will be
issued incorporating the necessaly revisions in the Contract Documents with cespect to the Work,
and City shall be entitled to an appropriate decrease in the Conh�act Price, ceflecting the diminished
value of Wocic so accepted.
13.09 City Mcry Correct Defective Work
A. If Contcactor fails withill a reasonabie time after written notice fi�om City to correct defective
Wocl<, or to remove and replace rejected Work as required by City in �ecordance with Paragraph
13.06.A, or if Contractor fails to perfoi•m tlle Worlc in accocdance with the Contract Documents,
or if Contcactoc fails to comply with a��y other provision of the Contcact Documents, City may,
aftec seven (7) days written notice to Contcactor, coccect, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
e�peditiously. In connection with such cocrective or remedial action, City may e�clude
Contractor fi•om all or part of the Site, take possession of all or pai•t of the Worlc and suspend
Contcactoc's secvices related theceto, and incorpocate in the Worlc all matecials and ec�uiptnent
incorporated in the Worlc, stored at the Site or for �vhich City has paid Contractor but which are
stored elsewhere. Contcactor shall allow City, City's cepresentatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to e�eccise the rights
and cemedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and chacges of
engineecs, architects, attorneys, and other professionals and all court or other dispute resolution
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costs) incurred or sustained by City in eaercising the rights and cemedies �uidec this Pacagraph
13.09 will be chacged against Contractor, ai�d a Chailge OI•der will be issued incorporating tlle
necessary cevisions in the Contract Documents with respect to the Wocic; and City sllall be
entitled to an appcopriate deccease in the Contcact Price.
D. Contcactor shall not be allowed an e�tension of the Contract Time because of any de,�,y in the
performai�ce of tlle Worlc attcibutable to the e�.eccise of City's rights and remedies under this
Pa►•agl•aph 13.09.
ARTICL� 14 — PAYM�NTS TO CONTRACTOR AND COMPLETION
14.01 Scl�edirde of itala�es
The Sehedule of Values for lump sum contracts established as pcovided in Pacagcaph 2.07 will secve
as the basis foc progress payments and wi(l be incorpoi•ated into a form of Application foe Payment
acceptable to City. Pi•ogress payments on account of Unit Pcice Wocic will be based on the number of
units completed.
14.02 Pi°og��ess Pay»�e��i,s
A. Applicatio»s fo�° Payn�e»ts:
1. Contcactor is t�esponsible for p�•oviding all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the Genecal Requirements for each pcogcess
paymenY, Contcactor shall submit to City foc ceview an Application foc Paymeilt filled o�it
and signed by Contl•actol• covei•in� the Worlc com�leted as of the date of the Application and
accompanied by sucll suppol•ting doc�imentation as is 1•equiced by the Contcact Doc�iments.
3. If paynleilt is requested on the basis of matecials and equipment not incorporated in the Worl<
but delivei•ed aild suitably stoced at the Site or at atlotller location agceed to in writing, the
Application for Payment sllall also be accompanied by a bill of safe, invoice, or oHlec
documentation warranting that City has received the matecials and equipment fi•ee and cleac
of all Liens and evidence that the materials a�ld equipment are coveced by appropriate
insurance or othec accangeinents to pcotect City's interest thecein, all of which must be
satisfactory to City.
4. Beginning with the second Application foc Payment, each Application shall include an
affidavit of Contractoc stating that previous pcogress payments received on account of the
Worlc have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applic�tions fo�• Payment.
5. The amount of ceiainage with respect to progcess payments wi(l be as stipulated in the
Contract Documents.
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B. Revieiv ofApl�licatio».s:
1. City will, after receipt of eacll Application for Payment, either indicate in writing a
cecommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the lattec case, Contractor may malce the necessaiy corrections and
cesubmit 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 Worlc, and on City's revie�v of the Appiicatio�� for
�� Payment and the accompanyin� data and schedules, that to the best of City's lcnowledge:
a. the Worl< has progressed to the point indicated;
b. the quality of the Worlc is genecally in accordance with the Contract Documents (subject
to an evaluaiion of the Wol•lc as a fiinctioili�lg whole pi�ior to or upon Final Acceptance,
the i•esults of any subsequent tests called for in the Cont�•act Documents, a final
determination of quantities and classifications for Worlc performed under Pacagraph 9.05,
and any other qualifications stated in the reconlmendation).
3. Processing an}� such payment wili not theceby be deeined to have cepresented that:
a. inspections made to checic the quality or the quantity of the Work as it has been
performed have been eYhaustive, extended to evecy aspect of the Worlc in progress, oc
involved detailed inspections of the Worlc beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b. thece may not be other mattejs oc issues beh�een the parties that inight entitle Contcactor
to be paid additionally by City or entitle City to withhold payinent to Cont�•actor, or
c. Contractor has complied with Laws and Regulations applicabie to Contractor's
pei•focmance of the Worl<.
4. Cit}� may refi�se to process the whole or any part of any payment because of subsequently
discovered evidence oc the results of subsequent inspections or tests, and revise or revolce
any such payment p�•eviously made, to such eatel�t as may be necessaty to protect City fi�om
loss because:
a. the Worl< is defective, or the completed Worlc has been damaged by the Contractoc or his
subcontractors, requiring corr•ection or replacement;
b. disccepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Ordees;
d. City has been ►•equired to col•rect defective Worl< or complete Worlc in accordance wittl
Paragl•aph 13.09; or
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e. City has actual lolowledge of the occurrence of any of the eveilts enuulecated in
Paragt�aph 15.02.A.
C. Retai»age:
1. Foc coutracts less than $400,000 at the time of e�ecution, cetainage shall be ten percent
(10%).
2. For coiltcacts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Li�Iuida/ed Da»�ages. Foc each calendat• day that any worlc shall cemain uncompleted aftPr the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted fi�om the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Pa�nne»t: Cont��actor will be paid plirsuant to the requirements of this Article 14 and paynlent
will become due in accordance with the Contract Documents.
F. Rec�'a�ctiof� i» Pa�m�ent:
1. City inay refiise to make payment of the amount �•equested because:
a. Liens have been filed in connection with the Wo►•I<, e�cept whel•e Conti•actor llas
delivered a specific bond satisfactocy to City to secui•e the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-offagainst the an�o�ult recomtnended; or
c. City has actual I<nowledge of the occut�rence of any of the events en�imerated in
Pacag�•aphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refiises to m�lce payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount cemaining aftec
deduction of the an�ount so withheld. City shall pay Contcactoc the amount so withheld, or
any adjustment thereto a�ceed to by City and Coi�tcactot�, �vhen Contractoc cemedies the
reasons foc such action.
14.03 Coi�lr°ac/or�'a� Wa�-��a»ly of Tille
Contractor w�rrants and guarantees that title to all Worl<, materials, and equip�nent covered by any
Applic�tion foc Payinent, whether incorporated in the Project or not, will pass to City i10 laiec than
the time of payment fi•ee and clear of al( Liens.
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14.04 Partiad Utilizcrtiorr
A. Prior to Final Acceptance of all the Worl<, City may use or occiipy ai:y substantially completed
pal-t of the Worl< which has specifically been identified in the Contract Docu�nents, or which
City, determi��es constitutes a sepai•ately fiinctioning and usable pa►-t of the Worlc that can be
used by City for its intended purpose without signific�nt interference with Contractor's
performance of the remaindec of the Worlc. City at any time may notify Contractor ii1 writing to
permit City to use or occupy any such part of the Wocic which City determines to be ready foc its
intended use, subject to the following conditions:
1. Contcactor at any time may notify City in wciting that Cont►�actor considers any such pa�-t of
the Worlc ready for its intended use.
2. Within a reasonable time after notification as enumerated in Pacagraph 14.OS.A.1, City and
�� Contraetor sha�l malce an i►Zspection of that part of the Work to deterinine its status of
completion. If City does not consider that part of the Worlc to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptacice by City.
14.05 Ti»al b�apectio��
A. Upon written notice fi�om Contractor that the entire Worlc is complete in accordance with the
Contract Docunients:
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 Wo�•k is incomplete or defective. Cont��actot� shall immediately take such measures as are
necessaiy to complete such Wo�•1< or remedy such deficiencies.
B. No time chacge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City detel•inine that the Work is not ready for Final
Inspection, City will notify the Contractor i�1 writing of the reasons and Contract Time will
resume.
14.06 Fi�ud Acceptarrce
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contl•actoc a letter of Final Acceptance.
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14.07 Fiiurl Payn�ef�t
A. AppXicatio�� for� Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may mal<e an application for
final payinent following the proced�ue foc �cogcess payinents in accocdance witll the
Contcact Documents.
2. The final Application for Payment shall be accotnpanied (e�cept as pceviously delivered) by:
a. all doci�mentation called for in tl�e Contract Documents, including but not (imited to tlle
evidenc� of instu�ance reqt►ired by Paragcaph 5.03;
b, consent of the surety, if any, to final payment;
c. a list of all pending or celeased Damage Claims against City that Contractor believes are
�ulsettled; and
d. afftdavits of payments and complete and legafly effective rele�ses oc waivecs
(satisfactoiy to City) of all Lien rights acising o�it of or Liens ftled in connection with the
Worl<.
B. Pay���ei�t 13eco»7es Due:
1. Aftec City's accepta►lce of the Application for Payment and accompanying documentation,
1•equested by Contractoc, less previous payments inade aild any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After afl Damage Claims have been resolved:
a. di►•ect(y by the Contcactor or;
b. Contcacto►• pcovides evidence that the Da�liage Claim Ilas been ceported to Contcactor's
insurance provider for resolution.
3. The nlalcing of the final payment by the City shalf not relieve the Contr�etor of any
guarantees or other requirements of the Coiltract Documents which specifically continue
thereafter.
I4.08 Fif�ad Completio» Delayed a��d Par�tial Retaii�age Release
A. If final completion of the Woric is significantly delayed, and if City so confirms, City may, upon
receipt of Conti•aetoi•'s final Application for Payment, and witllo��t terininatii�g the Contract,
inal<e payment of the balance due foc that pol•tioii of the Wocic fiilfy completed and accepted. If
the cenlaining balance to be held by City for Worl< not fitlly completed or corrected is less than
the cetainage stipulated in Paragcaph 14.02.C, and if bonds have been f�n•nished as ceqtlired in
Paragcaph 5.02, the written consent of the s�u�ety to the pay�l�e�It of the balance due for that
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portion of the Work fially conlpleted and acce�ted shall be submitted by Contractor to City with
��� the App,ication for such payment. Such payment shall be made under the terms and conditions
governing final payment, eacept that it shall not constitute a waiver of Contcact Claims.
B. Pcrrtial Retai;;age Relea.se. Foc 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 Worlc locations, the City may release a portioi� of
the amount retained provided that all otller wocic is completed as determined by the City. BPfore
the release, all sub�nittals and final quantities must be completed and accepted for all other worl<.
Ai� amount sufficient to ensure Contract eompliance will be �•etained.
14.09 T�Vaiver of Clai»�s
The acceptance of final payment will constitute a release of the City fi�om all claims or liabilities
under the Contract for anything done or fui•nished or relating to the worl< ui�dec the Contract
Documents or any act or neglect of City related to or connected with the Colltract.
ARTICLE 15 — SUSP�NSION OF WORK AND TERMINATION
15.0 ] City May Sirspend YT�ork
A. At any time and without cause, City may suspend the Worlc or any portion thereof by written
notice to Contraetor and which may fi� the date on which Worl< will be cesumed. Contractor
shall resume the Worlc on the date so fixed. During temporary stispension of the Worlc covered
by these Contract Documents, for any reason, the Cit}� will malce no eYtra payment for stand-by
time of construction equipment and/ol• 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 Contcactor, and should it be determined by
inutual consent of the Co��tractor and City that a solution to allow co��stcuction to proceed is not
available within a reasonable peeiod of time, Contractoc may cequest an e�tension in Contract
� Time, di�•ectly attributable to any such sus�ension.
�� C. If it should beeome necessary to sus�end the Worl< fo�• an indefinite period, the Contractor shall
store all materials in such a manner that they will not obsh�uct or iinpede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the worl< performed; he shall peovide suitable drainage about the work, and erect
temporaly structures where necessary.
D. Contcactor may be �•eiinbu►sed for the cost of moving his equipment off the job and ret�u�ning the
necessary equipment to the job when it is determined by the City that constr��ction may be
r•esumed. Such reimbursement shall be based on actual cost to the Contractot• of moving the
equipment and no profit will be a(lowed. Reimbursement r_n_�y tlot be allowed if the equipment is
moved to another construction pcoject for the City.
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15.02 City 11�Iay Tei°n�if�ale fo�° Cai�se
A. The occuri•ence of any one oc n�ore o� the following events by way of eaainple, b�rt not of
limitation, may justify termination for cause:
Contcactor's persistent fail�u�e to perfocm the Wor(c in accoi•datice with the Contract
Documents (including, but not limited to, failure to supply sufficient sfcilled worlcecs oc
suitable inaterials or equipment, failure to adhere to the Project Schedule establishPd under
Paragraph 2.07 as adjusted fi•om time to time pu�suant to Paragraph 6.04, or failw•e to adhece
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established undec
Pacagraph 6.06.D);
2. Contractor's disregacd of Laws or Regulations of any public body Ilaving jurisdiction;
3. Contractor's repeated discegard of the authority of City; or
4. Contcactor's violation in any substantial way of any provisions of the Contract Doc�unents;
or
5. Contractoc's failuce to pcomptly inalce good any defect in Inaterials oc wo��fcmanship, or
defects of any nat�ire, the corcectioil of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has 111c�d0 1I1 unauthocized assigiunent Of i�10
Cont�•act or any fiinds due Nlerefi�om for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contcactoc has become insolvent or banlccupt, or otherwise
financially unable to car�y on the Worl< satisfactot�ily; oc
8. Contcactoc comil�ences legal action in a ec��u�t of coillpetent jurisdiction against the City.
B. If one or inoce of the events identified in Paragcaph 15.02A. occuc, City will provide wcitten
notice to Contcactoi• and S�u�ety to a►•range a confecence witll Contractoc and Sui•ety to address
Contractor's failure to perform the Wocf<. Confecence shall be held not (atec than 15 days, after
1•eceipt of notice.
If the City, the Contr�ctoi•, and the Sucety do not ag►•ee to alfow the Contractor to proceed to
pecform the construction Contract, the City may, to the extei�t permitted by Laws and
Regulations, dec(ace a Contractor default and focmally tecminate the Contractor's right to
complete the Contcact. Contractor default sllaff not be declared eaclier than 20 days aftec the
Contraetoc and Surety have ceceived notice of conferel�ce to address Contractor's fail�u•e to
pel•forin the Wock.
2. If Contractor's secvices ace terminated, Surety shalf be obligated to tafce over and perform the
Worl<. If Sucety does not C0117111eI1C0 performance tilereof within I S consecutive cale►ldar
days aftec date of an additional wcitten notice de�llanding Surety's pecformance of its
crry oF ro�zT woa�ri i
STANDARDCONSTRUCTION SPE:CIFICATION DOCUNIBNTS
2evision: Dacember2l, 2012
oonoo-i
GENERAL CONDITIONS
Page 59 of 63
obligations, then City, without process or action at law, may take over any portion of the
Wocl< and complete it as described below.
a. If City completes the Worlc, City may e�clude Contractor and Surety from the site and
talce possession of the Work, and all mater•ials and �quipment incoi•porated into the Worlc
�� stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhe��e, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Worl<, Contractor shall not be e��titled to receive any
further payment until the Worlc is finished. If the unpaid balance of the Contract Price
etceeds all claims, costs, losses and damages sustained by City arising out of or resulting
fi•om completing the Wock, such excess will be paid to Contractor. If such claims, costs,
losses and damages eaceed such unpaid balance, Contractor shall pay the diffecence 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 undec this Paragraph, City shall
not be requi�•ed to obtain the lowest price for the Worl< performed.
4. Neithei• City, nor any of its respective consultants, agents, ofiicers, directots or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Worl<, oc any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Conh�act, shall not forfeit the right
to recover damages fi�om Contractor or Surety for Contcactor'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 Wock shall continue to be Contractoc's and Surety's responsibilities as
pcovided for in the bond requirements of the Contract Documents or any special guarantees
pi•ovided for under the Contract Documents or any other obligations othecwise pi•escribed by
law.
C. Notwithstanding Pa1•agraplls 15.02.B, Contractor's services will not be tecminated if Contractoc
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perfo�•m and proceeds diligently to cure such failure within no ►nore than 30 days of receipt of
said notice.
D. Where Coi�tractor's services have been so terminated by City, the termination will l�ot affect any
rights or remedies of City against Contractor then eaistin� or which may thereafter accrue. Any
retention o►• payment of moneys due Contractor by City will not release Contractor fi•om liability.
E. If and to the e�tent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination �rocedures of that bond shall not supersede the provisions of this
Article.
ci��Y or roaT woa��f �
ST'ANDARDCONSTRUCTION SPGCIFICA't'(ON DOCUMENTS
Revision: [a�emba 21, 2012
oo�zoo-i
GENERAL CONDITIONS
Page fi0 of 63
15.03 Cily Nlcry Te�•mi»ate Fo�� Cof�>>e�7ie��ce
A. City inay, without cal�se and without prejudice to aily other cight oi� retnedy of City, termivate the
Contcact. Any termination shall be effected by nlailing a notice of the termination to the
Coiltractoc specifying the e�teilt to which perfoi•n�ance of Wocl< undec the contract is tecminated,
and the date �ipon which such tecmination becomes effective. Receipt of the notice shall be
deemed conclusively presumed atld established when the lettei• is placed in the United States
Postal Service Mail by the City. Furthec, it sha�l be deemed conclusively pcesumed and
established that such tecmination is made with just cause as therein stated; and no proof in any
claim, demand oi• suit shall be reqi�ired of the City cegal•ding such discretiona►•y action.
B. After receipt of a notice of termination, and etcept as othecwise directed by the City, the
Contractor shalL•
l. Stop worlc unde►• the Coiltract on the date and Co t11e e�tent specified in the notice of
termii�ation;
2. place no furthec orders oc subcontcacts for materials, services or facilities except as may be
necessary for completion of such portioi� of the Woelc under tlle Contract as is not terminated;
3. ternlinate all ordels and subcontracts to the e�tent that tlley relate to the �erfocmance of the
Worlc terminated by notice of termin�tion;
4. tcansfer title to tlle City and delivei• in the mannei•, at the times, and to the e�tent, if any,
directed by the City:
a. the fabcicated or �mfabricated parts, Worlc in progcess, coinpleted Worlc, supplies and
otller material produced as a part of, oc acquired in connection with the pei•formance of,
tlle Woi•lc terminated by the notice of tlle ter•mination; and
b. the completed, or partially com�leted pl�ns, drawings, infocmatioil and other property
which, if the Contcact had been completed, wo�ild have been required to be furnished to
the City.
5, com�lete performance of such Worlc as shall not have been terminated by the notice of
terinination; anci
6. take siich action as may be necessacy, oc as the City may direct, foc the pcotection and
preservation of the property related to its contract which is in the possession of the
Contractor and in wilich t11e ownec Ilas or may acquire the 1•est.
C. At a time not latec than 30 days after the te►•mination date s�ecified in the notice of ter►nination,
tlle Contcactor may submit to the City a(ist, cectified as to quantity and quality, of any oc all
iteins of ter►nination invento�y not previously disposed of, e�clusive of items the disposition of
which has been dicected or a�itllorized by City.
crry or roar woaT�f
STANDARDCONSTRUCTfON SPGCI[ICATION DOCUMGNTS
Revision: De�cembc� 21, 2012
00 �z oo - i
GENERAL CONDITIONS
Page ( I of 63
D. Not later than l5 days thereafte�•, the City shall accept title to such items pl•ovided, that the list
submitted shall be subject to ve►•ification by the City upon retnoval of the iiems or, if the items
are stored, within 45 days fi�om the date of subinission of the list, and any necessa�•y adjustments
to corcect the list as submitted, shall be made prior to final settlemei�t.
E. Not later than 60 days after the notice of termination, tlle Contracror shall submit his tel•inination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing �vithin sttch 60 day period by the Contractor, and gcanted by the
City, any and all sueh claims shall be conclusively dee�ned waived.
F. In such case, Contractor shall be paid foc (witho�rt duplicatioi� of any items):
1. completed and acceptable Worlc executed in accocdance with the Contract Documents prior
to the effective date of tei•mination, including fair and reasonable sums for overhead and pi•ofit on
such Worl<;
2. e�penses sustained prior to the effective date of termination in perfocming services and
fucnishing labol•, ►naterials, or equipment as cequired 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 dicect(y attributable to termination.
G. In the event of the fail�n�e of the Cont►•actor and City to agree upon the whole amount to be paid
to the Contractor by ceason of the termination of the Worl<, the City shall determine, on the basis
of informatioi� available to it, the amount, if a��y, due to the Contractor by reason of the
termination and shall pay to the Contractol• the amounts detecmined. Contractor shall not be paid
on account of loss of anticipated profits or revenue oc other economic loss arising out of or
resulting fi�om such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Metl�ods a»d Pr�ocedzn�es
A. Either City or Contractor Inay request Inediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
tnediation 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 pcocess shall be
commenced within 60 days of filing of the request.
C. If the Contract Clailn is not 1•esolved by mediation, City's action under Paragl•aph 10.06.0 or a
denia( pursuant to Parag�•aphs 10.06.C3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time pei•iod, City or Contractor:
ciTY oF Ho2�r woa�rH
STANDARDCONSTRUC'1'tON SPECIFICATION DOCUMGN"CS
Revision: Dzcemba 21, 2012
007200-1
GENERAL CONDITIONS
Page 62 of 63
elects in writing to involce any otller dispute resof�rtion pi•ocess provided for in tlle
Supplementary Conditions; oi•
2. ag�ees witl� the other party to submit the Contcact Claim to anothei• dispute cesolution
process; oc
3, gives written notice to the othec party of the intent to subil�it the Cont►•act Clai►n to a coiu�t of
competent jurisdiction.
ATtTICLE 17 — MISC�LLANEOUS
17.01 Givi»g Notice
A. Whenever any provision of the Contract Documents requices the giving of written notice, it will
be deemed to have been validly given if:
l. delivered i►� pel•son to the individual or to a me�nber of the firin ot• to an officer of the
cocporation for whom it is intended; or
2. deliveeed at or sent by registered oc certified mai(, postage prepaid, to the last business
addi•ess lalown to the giver of tlle notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenevei• the Contcact Documents specifies giving notice by electronic mea�ls sucll electconic
notice sha(1 be deemed sufficient �ipon conficmation of 1•eceipt by the receiving pacty.
17.02 Compirlatioi� of Times
When any period of tiine is refecre�( to in the Contcact Docuinents by days, it will be computed to
exclude the fi��st and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday o►� on a day ulade a legal holiday the ne�t Wocicing Day shall beco�ne the last
day of the period.
17.03 Czn��iilative Remedie,s
Tl1e duties and obligations imposed by these General Conditions and tlle rights and ce�nedies
available hereunder to the parties hereto ace in addition to, and are not to be construed in any way as
a lin�itation of, any rights and ceuledies avaifable to any oc all of them whieh are othecwise imposed
or available by Laws oc Regulations, by special warranty or gu�cantee, or by othec provisions of the
Contcact Documents. The pcovisions of this Paragraph will be as effective as if repeated specifically
in the Contcact Documents in eonnection with eacll pacticulac duty, obligation, right, and remedy to
which they apply.
c�Tv or• roa�r wc�a-rH
S"CANDARDCONSTRUCTION SPECIFICATION DOCUMLNT'S
Revision: December2l, 2012
00 �a oo - i
GENERAL CONDITIONS
Page 63 of 63
17.04 S�art�vival of Ol�digatio»s
All repi•esentations, indemnificatiol�s, wai•ranties, and �uarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuii�g obligatioi�s i►�dicated in the
Contract Documents, will survive final payment, com�letion, and acceptance of the Worl< or
tecmination or completion of the Conti•act o►� termination of the sei•vices of Contractor.
17.05 Heacli»g.s
Acticle and paragraph headi�igs are inserted for convenience only and do not constitute pat�ts of these
General Conditions.
CITY OF FORT WOR'CH
STANDARDCONSTRUCTION SPGCIFICAT(ON DOCUMENTS
Revision: Dzce�nber21,2012
007300-I
SUPPLENtENTAttl' CONDIT[ONS
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S�CTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supptementary Conditio�is
These Supplementary Conditions �nodify and supplement Section 00 72 00 - General Conditions, and othec
provisions of the Contract Dociunents as indicated below. All provisiens of the General Conditions tllat are
modified or supplemented remain in fi�ll force and effect as so modified or supplemented. All pcovisions
of tlie General Conditions which are not so uiodified or supplemented reiilaiil in full force and effect.
De�ned Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
n�eaning assigned to thenl in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The follo«�ing are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-1.O1A.36, "Field Order"
There are no Field Ocder Allowances incorporated into this Contract.
SC-3.038.2, "Resolving Discrepancies"
Plans govern over Specifications.
SC-4.01A
Easenlent liiliits shown ou tl�e Drawing are approxim�te and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor shall compare tliem 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
May 9, 2013:
Outstanding Right-Of-Wa,y, and/or Gasements to Be Acquired
PARCEL OWNER
NUMBER
P2-2 — Main Street/Northside Fort Worth & Western Raih-oad
P4 — White Settlement Tacrant Regional Water District
PS — White Settlement Tarrant Regional Water District
P6 — White Settlement Tarrant Regional Water District
TARGET DATE
OF POSSESSION
June 30, 2013
Jime 30, 2013
June 30, 2013
Jtme 30, 2013
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44 The Contcactor understands and agrees that the dates listed above are estiniates only, are not guaranteed,
45 and do not bind the City.
46
CITY OF' F02T W02TH T2V — P�rts 6& 12 — White SetUement [3ridge
STANDARD CONSTRUCTION SPECIFlCAT10N DOCUMBNTS \Nater and Sanitary Sewer Relocations
Revised April l, 2013 City Project No. 00969
007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 6
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[f Contractor considers the final easements provided ro differ niaterially froni the representations ou the
Contract Drawings, Contractor shall withiu five (5) Business Days and before proceeding witti the Work,
notiFy City in writing associated with tlie diFPering easement line locations.
SC-4.O1A.2, "AvRilability, of Lands"
Utilities or obstructions to be removed, adjusted, and/or relocnted
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of April 2013
EXPECTED
OWNER
UTILITY AND LOCATION
TARGET DATE OF
ADJUSTMENT
Atmos
Oncor
Gas — Kansls St (W. of Greenleaf St.)
___. _.. _ _..
Elec,tric K�nsas St. (W of Greenlea�
July 31, 2013
_____ .____..
July 31 2013
Tl1e Contractor understands and agrees that the dates listed �bove are estimates only, are not guar�nteed,
and do not bind the City.
SC-4.02A., "Subsin•f�ce n��d Physical Conditions"
Tl�e following are reports of explorations and tests of subs�irface conditions at tl�e site of tl�e Worlc.
A Geotechnical Engineering Report for Water and Sanitary Sewer Relocations for the Trinity River Vision
Phase 2A Improvements — Fart 6— White Settleinent E3ridge Phase (, Fort Worth, Tea�s, No. 12-047, dated
November 30, 2013, prepared by Gorrondona and Associates, Inc, a sub-consultant of Kimley-Horn and
Associates, Inc., a consultant of the City, providing t�dditioiial information on soil conditions.
A Geotecll��ical Report, No. 11-0055, dated Feb. 2012 prep�red by Gorrondona and Associ�tes, [nc., a
subcoiisultant of ICiulley-Horn and Associates, [nc., a consultant oF the City, providing additional
1I1fOC1118110t1 OIl SOII COC1C�1t10I1S.
City oi' Fort Wortl� T/PW Soil Lab: Laboratory Results for test holes and plasticity index.
The following are drlwings of physical conditions in or relating to existing surface and subsucface
structuces (except Underground Facilities) which are at or contiguotts lo the site of �11e Work.
None.
SC-4.06A., "Haznrdous Cnviro►�menta( Conditions 1t Site"
Tl1e l�ollowing are reports and drawings of existitlg haz�rdotis envirot�n7ental conditions known to the City:
A Preconstruction Environmental Iilvestigation Summary Report, dated Noveuiber 26, 2012 prepared by
Freese �nd Nichols, Inc.
A Limifed Phase II study, No. 823.003, dated Feb. 2012 �repared by W&M Environmental Group, Inc., a
subconsultant oF Kimley-Horn �nd Associ<ites, Ine., a consultant oF tl�e City, providing additionaf
infornlation to classify soil contaminates.
SC-5.03A., "Certificltes of I�isw�ance"
The entities listed be(ow are "additional insureds as their interest n�ay appear" including their respective
oPCcers, directors, agents and employees.
CITl' OF FORT \�ORTF[
STANDARD CONST2UCTlON SPEC[FICAT(ON DOCUNIENTS
2evised April i, 2013
TRV — Parts 6� 12 — White Setdement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
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(1) City
(2) Consultant: Kimley-Horn and Associa,es, Inc.
(3) Other: Fort Worth & Western Railroad
SG5.04A., "Contrac�or's Insurance"
007300-3
SUPPLEMENTARY COND(TIONS
Page 3 of 6
The limits of liability for the insurance required by Paragraph GG5.04 shall provide the following
coverages for not less than the following amounts oc greater where required Uy laws and regulations:
5.04A. Wockers' Compensation, undec Paragcaph GC-5.04A.
Stait�tay lin�ils
Emp/o��er's liabilit��
$100,000 encla accider�t/occto�i•e�7ce
$l00,000 Disease - eacl� enaployee
$500, 000 Disease - policy lin�it
SC-5.04B., "Contractor's [nsurance"
5.04B. Conunercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance
under P�ragraph GG5.04B., wliicli shall be on a per project basis covering the Contractor with
II11Tlllllll(I1 I11111iS Of:
$1,000,000 each occau•re�ace
$2,000,000 aggregnte lin�i�
The policy must have an endorsement (Amendment — Aggregate Limits of Insiu-ance) making the
Geueral Aggregate Limits apply separately to each job site.
The Commercial Genera( Liability [nsur<mce policies shall provide "X", "C", and "U" coverage's.
Veritication of such coverage un�st be showu in the Remarks Article of the Cert�iCicate of Insurance.
SC 5.04C., "Contractor's Insurance"
5.04C. A��tomobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance �mder
Paragraph GC-5.04C., W�IIC�1 Sll�i�l ve itl 1tl 1tl101itlf IlOf 10SS i�18ri t118 iO��OWllig a1110Uri1S:
(1) Automobile Liabi(ity - a commercial business �olicy shall provide coverage on "Any A�rto",
defined as autos owned, hired and non-owned.
$1,000,000 eacl� accident on a combined single limit basis. Split linlits are accept�ble if limits are at
least:
$250, 000 Bodilp Ir�jzny per pe�so�� /
$500, 000 Bodil}� !� ju��� per accider�t /
$100,000 Pi�opert�� Damage
SC-5.04D., "Contractor's Insurance"
The Contractor's construction �ctivities will require its employees, agents, subcontractors, ec�uipment, and
ma[erial deliveries to cross railroad properties and tracks owt�ed and operated by the Fort Worth and
Western Railroad (FWWR).
C[TY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCU�4ENTS
Revised April l, 2013
TRV — P�rts 6& 12 — White SetUement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
00 �3 00 - a
SUPPLEMENTARY CONDITIONS
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The Contractor shall conduct its operations on railroad properties in such a matmer as not to interfere with,
l�inder, or obstruct the r�ilroad cou�pany in �my manner whatsoever in the use or operltioi� of its/their trains
or otl�er property. Such operations on railroad properties may require that Contractor to execute a"Right of
Entry Agreement" with the particular railro�d compiny or comj�anies invofved, and to this end the
Contractoc sl�ould satisfy itself as to the reqLiicements oPeacli railroad cou�pany aild be prepared to execute
the right-of-entry (if any) reqiiired by a railroad cotnpany. The reqttirements specified herein (ikewise relate
to the Contractor's use of private and/or constrttction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall ��rovide
covcragc for not less than the following auiounts, issued by companies satisfactory to tlle City �nd ro tl�e
Railro�d Compairy for a term that continues For so long as the Contractor's operations and �x o� k ccoss,
occupy, or touch railroad property:
(1) General Aggregate:
(2) Eacl� Occ�irrence:
X Required for this Contract
$4,000,000.00
$2,000,000.00
Not requiced for this Coutcact
With respect to tlle above outlined insurance requirements, tl�e following shall govern:
1. Wl�ei•e a single railroad comp�ny is involved, the Contractor shall provide one insurance policy ii�
the name of tlte railroad company. However, iP more than one grade sEparation or �it-gr�lde
crossing is affected by the Project at entirely separate locations on the line or lines of� the s�une
railroad company, separate coverage may be required, eacli in the amount stated lbove.
2. Where more than one railroad company is operating on the slme right-of-way or where severa(
railroad companies are involved and operated on their own separ�te rigl�ts-of-way, the Coutractor
n�ay be required to provide separate insurance policies in tlle name oPeach railroad company.
3. If, in addition to a grade separltion or an al-grade crossing, otl�er work or activity is proposed on a
railroad conipany's rigl�t-of w1y at a location entirely separate fi•oni the gr�de sep<ir�ition or at-
gr�de crossing, instu•ance coverage for this work must be ineluded in the policy covecing tl�e grade
separation.
4. [F no grade sep�ration is involved b�it other work is proposed o❑ a railroad coinpany's right-oC-
way, all such othec work n�ay be covered in � single poficy for that r<iilroad, even though the work
lll£ly �� 1f fW0 Ol' II10['0 S�(�flffllG �OC£1110115.
No work or activities on � railroad comp�iny's property to be performed by the Contractor sh�ll be
commenced until the Contiaetor has fiirnished the City with an original policy or policies of the insurance
for each railcoad company named, as required above. All such insurance tnusl be approved by the City and
each aPPected Railro�id Company prior to tl�e Contractor's beginniug worlc.
The iilsurance specified above must be carried until all Worl< to be performed on the railroad cight-of-way
has been completed and the grade crossing, iFany, is no lon�;er used by the Contractor. [n addition,
ins�u�ance uuist be carried dtu•ing all maintenance and/or repair work perFormed in tl�e r�iilroad right-of-way.
Such insurance must naiue the r�ilro�d company as tl�e insured, togetller �vith aily tenanL or lessee of the
railcoad conipany operating over tracks involved in tlle Project.
SC-6.04., "Project Schedu(e"
Project schedule shall be tier 3 for the project.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPEC(FICAT[ON DOCUNIENTS
Revised April I, 2013
TRV — Parts 6& 12 — White Settlement Qridgc
Water and Sani[ary Se�ver Relocations
City Project No. 009(9
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007300-5
SUPPLEMENTA2Y CONDITIONS
Page 5 of 6
SC-6.07., "'vVage Rates"
The following is the prevailing �vage rate table(s) applicable to this project and is provided in the
Appendixes:
2008 Prevailing Wage Rate
SC-6.09., "Permits �ind Utilities"
SC-f A9A., "Conh�actor obtai►ied permits and licenses"
The follo��ving are known permits and/o;• licenses rec�uired by tl�e Conh•act to be acquired by tlle Contractor:
SG6.09B. "City obtained permits and licenses"
The following are known permits �nd/or liceuses required by the Contract to be acquiced by the City:
L Fort Worth and Western Railcoad
SC-6.09C. "Outstznding permits and licenses"
The following is a list of known outstanding permits and/or licenses to Ue acquired, if any as of April 2012:
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
Fort Worth and Western Railroad Watec Line Crossing at Northside Drive 6/2013
SG7.U2., "Coordination"
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
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27
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29
Vendor Sco e of Woric Coordination Authority
AT&T Utility installation in White City
Settlement, Viola, ICansas,
Harrold, Rupect, Whitmore,
Vacek
Ahnos Utility installation in White City
Settlenlent, Viola, ICansas,
Weisenberger, Rupert, Vacek
Oncor Utility installation in White City
Settlement, Viola, Kansas,
Weisenbergec, Vaccek
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33
34
35
36
37
38
39
40
SG8.01, "Communications to Contractoi°'
THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION OF PHASE I WATER AND SANITARY
SEWER RELOCATIONS SO THAT THIS PHASE IS COMPLETE ON OR BEFORE OCTOBER 31,
2013.
The Contractor shall report all subcontracting invoices to TRVA every m�ntll. Vei�dor Participation Fornls
and associated forms are located in Appendix GC-16.08 of this Project Manual. These lorms shall be
s��bmitted to the City along with all other monthly submittals.
CITY OF FORT �A�ORTH TRV — Parts 6& 12 — White SetUement I3ridge
STANDARD CONSTRUCT[ON SPE�CIF[CAT[ON DOCUMENTS Water �nd Sanitary Scwer Relocations
Revised April 1, 2013 City Project No.00969
007300-fi
SUPPLEMENTARY CONDITfONS
Page 6 of (
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SG9.01., "City's Project Represer±ative"
The following firui is a consultant to the City responsible for construction management of this Project:
I<iuiley-Horn and Associates, Ine. or a s��bconsultant of ICin1(ey-Horn and Associates, Inc.
SC-13.03C., "Tests and Inspections"
None
SC-16.O1C.1, `SMethocis and Procedw�es"
None
17 �ND OF SECTION
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFlCAT10N DOCUMENTS
Revised April I, 2013
TRV — Parts C& 12 — White SetUement E3ridge
Water <uid Snnitary Sewer Relocations
City Project No. 00969
011100-I
SUMMARI' OP WORK
Page I of 3
1
2
3 PART1- GENERAL
4 L1 SUMMARY
5
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12 1.2
SECTI�JN O1 1100
SUMMARY OF WORK
A. Section Includes:
I. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specificatioil
1. No«e.
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0- Bidding Requirements, Contract Forms, aud Conditions of the Contract
2. Division 1- General Requirements
PRICE AND PAYMCNT PROCEDUR�S
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidi�ry to Che various items bid.
IS No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADiVIINISTRATIVE REQUIREMENTS
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A. Work Covered by Contract Documents
1. Work is to inelude furnishing all labor, materials, and equipment, and performiilg
all Work necessary for this construction project as detailed in the Drawings ancl
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by dociunentary requirements for the
project, such as conditions imposed by the Drawings oi• Conti•act Documents in
whid� no specific item for bid has been provided for in the Proposal and the item is
not a Cypical unit bid item inclucled on the standarcl bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shaIl be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
l. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipmenC stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other publie places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no il�ore Chan is necessary to avoid
delay in the construction operations.
CITY OP FORT WORTH TRV — Parts 6 R I2 — White Settlement Bridge
STANDARD CONSTRUCT[ON SPEC[FICATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 00969
oi ii ao-2
SUMMARI' OP WORK
Page 2 of 3
1 b. Excavated aucl waste materials shall be stored in s��ch a way as not to intei�fere
2 with the use of spaces that may be designated to be left free and unobstructed
3 anci so as not to illconvenience occupants of adjacent property.
4 c. If the street is oecupiecl by railroad Cracks, the Work sh�ll be can�ied on in such
5 manner as not to interfere with the operation of the raih�oad.
6 i j All Work shall be in accorclance 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 fi�om the owner of s��ch property.
] 1 2. Do not store equipmeut or material on private property unless and �mtil the
12 specified approval of the property owuer has been sec�u�ed in writiug by the
13 Contractor and a copy flirnished to the City.
14
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3. Uuless specifically provided otherwise, clear �ll rigl�ts-of-way or easemeuts of
obstructions which m�ist be reinoved to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, slu•ubbery, plauts,
lawns, fences, culverts, c�u�bing, and all other types of struct�ires or improvements,
ro all water, sewer, and gas lines, to all concluits, overhead pole lines, or
appurtenauces thereof, inclliding tl�e consti•uction of temporary fences and to all
other public or private property acljaceut to the Worlc.
5. Notify the proper representatives of the owners or occupants of the public or private
laiids of iilterest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 llours i�� advauce of the begiuuing of the
Work.
b. Notices sl�all be applicable to both public and private utility companies aud auy
corporatioil, company, indiviclual, or otl�er, eitl�er as owners or occupai�ts,
whose land or iiiterest ii� lai�d might be affected by the Work.
c. Be responsible for all damage or injury to property of any chacacter resulting
from any act, oillission, i�eglect, or misconcluct in the manuer or method or
execution of the Work, or at any time due to defective work, matei•ial, oi•
equipn�ent.
33 6. Fence
34 a. Restore all tences ei�countered and removed chu-ing construction of the Project
35 to tlle original or a better thaii original condition.
36 b. Erect temporary fencing in place of tlle fencing removed wheuever the Work is
37 not in progress and when the site is vacated overnigl�t, and/or at all times to
38 provide site sec�u•ity.
39 c. The cost for all fence work withiil easements, inclucling removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, iulless a bid iteill is specifically providect in the proposal.
C[TY OF FORT WORTH TRV — Parts 6& 12 — White SetUement Bridge
STANDA2D CONSTRUCTION SPGCIf7CATION DOCUMGNTS W1ter and Sanitvy Sewer Rclocations
Revised Decembcr 20, 20I2 City Project No. 00969
01 I100-3
SUMMARY OP WORK
Paee 3 of 3
1 1.5 SUBMITTALS [NOT US�D]
2 1.C> ACTION SUBMITTALS/INrORMATIONAL SUBMITTALS [NO i J�ED]
3 1.7 CLOS�OUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT US�D]
5 19 QUALITY ASSURANC� [NOT US�D]
6 1.10 D�LIVrRY, STORAG�, AND HANDLING [NOT USED]
7 111 FI�LD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT US�D]
10 PART 3 - �XECUTION [NOT US�D]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SP�CIFICAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Farts 6& 12 — White Setdement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
oizsoo-i
SUBSTITUTION PROCGDUR�S
Page I oF4
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3 PART1- GENERAL
4 1.1 SUMMARY
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19 1.2
SECTION Ol 25 00
SUBSTITUTION PROCEDURES
A. Section Includes:
1. The procedure for requesting the approval of substitution of a protluct that is not
equivale��t to a product which is specified by descriptive or pei�formance criteria or
defined by reference to 1 or more of the following:
a. Name of mantifacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard SpecificaCion
1. None.
C. Related Specification Secrions inclt�de, but are not necessarily limiYed to:
1. Division 0— Bidding Requirements, Contract Forms anci Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payinent
21 1. Work associated with this Item is considered subsidiary to the various iten�s bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal i•eq�lests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a. Wl1en this method of specifying is usecl, it is not intended to excllide Prou�
consideration other products bearing other manufacturer's or vendor's names,
trade na�nes, or catalog numbers, providecl said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of producCs
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH TRV — Paits 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised July l, 2011 Ciry Project No. 00969
012500-2
SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitutioi� Form (attacheci)
4 B. Proced��re for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After awarci of Contract
7 b. Under the conditions stated herein
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2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a i•eduetio�� is
proposed
3) Data relatiug to changes in cost
b. For products
1) Product identification
a) Man�ifacturer's name
b) Telephone number and representative contact name
e) Specification Section or Drawing reference of originally specified
product, inclucliug discrete �1ailic or tag number assigned to original
product ii1 the Contract Doeumeuts
2) Maiiufactui•er's literatiu�e clearly marlced to show coil�pliailce of proposed
product with CoilCract Docun�eilts
3) Itemized cou�parison of origival and proposecl product addressing prodiict
characterisCics incl��ding, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projecCs ��tilizing procluct
b) Name and telephone number of persons associated with referenced
projects 1<nowledgeable concerning proposed product
c) Available field clata and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
C. F'Ol' COl1Sf1'UCilOtl 1178C�lOCIS:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color aild pattern
44 of specified product if necessary ro secure design inteiit.
45 3. In the event the substitution is approved, the resulting cost and/or time reduction
46 will be docuulented by Change Order iu accordauce with the Geueral Conditions.
47 4. No additional contraet time will be given for substit�iCion.
CITY O� fORT WOR'CH TRV — Parts 6& 12 — Whitc Settlement Bridge
STANDARD CONSTRUCT[OI�1 SPGCIPICAT[ON DOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 201 l City Project No. 00969
012500-3
SUBSTITUTION PROCGDURGS
Page 3 of 4
1 5. Substitution will be rejecteci if:
2 a. Submittal is not throuDh the Contractor with his stamp of approval
3 b. Request is not made in accordauce with this Specification Section
4 c. In the City's opinion, acceptance will require substantial revis'ron of the original
5 design
6 ci. In the City's opinion, substiturion will not perform aclequately the function
7 consistent with the design intent
8 1.6 ACTION SUBMiTTALS/INFORMATIONAL SUBMITTALS [NOT USED]
9 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
10 1.8 M�INTENANCE MATERIAL SUBMITTALS [NOT DSED]
�
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19 QUALITY ASSURANC�
A. In malting request for substitution or in using an approved product, the Contracror
represeiits that the Contractor:
l. Has iilvestigated proposed product, and has cietermiiled that it is aueq��ate or
superior in all respects to that specified, and that it will perfonn function for which
it is intended
2. Will pi•ovide saine guarantee for substitute iten� as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additioual costs related to substitution which subsequenCly
arise
1.10 DELIV�RY, STORAGE, AND HANDLING [NO�' USED]
111 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28
29
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH TRV — Parts 6& 12 — White Setdement Bridge
STANDARD CONSTRUCTION SPGCIFICAT[ON DOCUMENTS Water and Sanitary Sewer Retocations
Revised July I, 201 I City Project No. 00969
ol zsoo-a
SUBSTITUTION PROCGDURES
P1ge 4 of 4
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EXHIBIT A
REQU�ST FOR SUBSTITUTION I'OR1VI:
TO:
PROJECT: DATE:
We hereby sabmit for your consideration the followiug product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Ii1cl��de complete iilforn�ation on changes to Drawiugs and/or Specifications wl�ich proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undei•sigued contractor pay for changes to the building design, iucluding eilgi�leering
and detailing costs caused by the requested substitution?
B. Wtlat effect does sl�bstitution have on other trades?
C. Differences between proposed substitution and specifiecl item?
D. Differences ii1 prod��ct cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified itenis are:
Eq��al Better (explain on attachmenC)
The undersigned states that the function, appea��ance ai�d quality are equivalent or superior to the
speeified item.
Submitted By: For Use by City
Signature
as iloted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
Reeoinmeilded _ Recommended
Not recomineilded Received late
By
Date
Remarks
Date
CITY OP' P02T WORTH
STANDARD CONST2UCTION SPECIFICATION DOCUMBNTS
Revised July I, 20L I
Rej ected
TRV — P1rts 6& 12 — White Setdemcnl Bridge
Water and S�nitary Se�ver Rebcations
City Project No. 00969
01 31 19 - I
PRECONSTRUCTION MEETING
�� Page 1 of3
9
3 PARTl- G�N�RAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13 1.2
SECTION O1 31 19
PRECONSTRUCTION MEETING
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to t11e st�rt of Worlc to
clarify construction contract adminishation procedures
B. Deviations fi�om tl�is City of Fort Worth Standard Specification
l. Added 1.4.B.3.g
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requuements, Conhact Forms and Conditions of the Contract
2. Division 1— General Requirements
PRIC� AND PAYM�NT PROC�DUIZ�S
14 A. Measiuement and Payment
15 L Worlc associated with this Item is considered subsidiary to the various items bid.
16 No separate payinent will be allowed for this Itein.
17 1.3 R�F�RENC�S [NOT US�D]
18 1.4 ADMINISTRATIVE R�QUIR�MENTS
19
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A. Coordination
1. Attend preconsh�uction ineeting.
2. Representatives of Contractor, subcontractoi•s aild supplieis attending Ineetings
shall be qualified and autllorized 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 ret�ined by City for
future reference.
B. Preconstiuction 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 reqltest by fiilly
coii�pleting the attendance form to be circulated �t the beginniilg of the meeting.
3. Attendance shall include:
a. Project Representati��e
b. Contractoi's project manager
c. Contr�ctor's superintendent
d. Any subcontractor or supplier representatives wllom the Contr�ctor may desire
to invite or the City inay reql�est
CITY OF FORT' \��ORTI I
STANDARD CONSTRUCTION SPEC(EICAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Settlement I3ridge
\��ater and Sanitary Sewer Retocations
Project No. 009(9
01 31 19 -2
PRECONSTRUCTION MEETING
Page 2 of 3
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4.
G
e. Other City representatives
f. Others as appropriate
g. Representatives fi�om TRVA and USACE
Constniction SchedLile
a. Prepare baseline constr�tction schediile in accordance with Sectiou O1 32 16 and
provide at Preconstiliction Meeting.
b. City will notify Conh�actor of any schedule changes upon Notice of
Preconstruction Meeting.
Preliniinaiy Agenda uiay inchide:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, e�sements or other pertinent permits
d. Contractor's worlc plan and schedu�e
e. Conhact Time
£ Notice to Proceed
g. Construction Stalting
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Ordeis
lc. Disposal Site Letter for Waste Material
L Insiir�nce Renewals
m. Payroll Certification
n. Matecial Cectifications and Quatity Control Testing
o. Piiblic Sa%ty and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. LegalI-Iolidays
s. Trench Safety Plans
t. Confined Space Entiy Standards
u. Coordination with the City's represent�ative for operations of existing water
systeins
v. Storm Water Pollution Preventioi� Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evahiation
z. Special Conditious ap�licable to the E�roject
aa. Damages Claims
bb. Subniittal Procedures
ec. Substihition Pcocediires
dd. Correspondence Rottting
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE or MBE/SBE procedures
hh. Final Acceptaizce
ii. Final Payment
jj. Questions or Coirunents
C(T1' OF EORT WORTH
STANDARD CONSTRUCT[ON SPEC[F[CATION DOCUMENTS
Revised December 20, 2012
TRV — Parts G& 12 — 1��hitc Settlement E3ridge
\��ater and Sanitary Se�ver Relocations
Project No. 009G9
0131 t9-3
PRECONSTRUCTION MEET[NC
Page 3 of 3
1 LS SUBNYI'I'TALS [NOT US�D]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
3 1.� cLos�ouT suBn�ITTaLs �NOT us�D�
4 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANCE [NOT US�D]
6 1.10 D�LIVER'i', STORAG�, AND HANDLING [NOT US�D)
7 1.11 FI�LD [SIT�] CONDITIONS (NOT US�D]
8 1.12 WARRANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT US�D]
10 PART 3- EX�CUTION [NOT US�D]
1 I �ND OF S�CTION
t�
13
Revision Log
DATE NAME SUMMARY OF CHANGE
C(TY OF FORT \4�ORT11
STANDARD CONSTRUCT[ON SPECfF[CAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Setdement E3ridge
Water and Sanitary Sewer Relocations
Project No. 00969
013120-I
PROJECT MEI:TINGS
Page I of 3
1
2
3 PART1- G�NERAL
4 l.l SUMMARY
5
6
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9
10
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12
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14 1.2
SECTION 013120
PROJECT MEETINGS
A. Section Incltfdes:
l. Provisions for project nleetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations 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
PRICE AND PAYMENT PROCEDURES
15 A. Measurement ancl Payment
16 1. Work associated with this ICem is considered subsidiary to the vaiious items bid.
17 No sep�u�ate payment will be allowed for this Item.
18 1.3 RErERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIR�MENTS
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21
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37
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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 adminisCered by City may be tape recorded. �
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetiugs, 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. APter 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 cons[ruction related questions
2. Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
a. Contractor
b. ProjecC Representative
C1TY OF FORT R�ORTH
STANDARD CONSTRUCT[ON SPGCIF[CATION DOCUMENTS
Revised July l, 20l l
TRV — P�rts 6& 12 — White Settlement Bridge
Water and Sanitaq� Sewer Relocations
City Project No. 00969
01 31 20-2
PROJECT MGET[NGS
Page 2 of 3
c. Other City representatives
2 4. Meeting Schedule
3 a. In general, the neighborhood meetiilg 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 uleeting is held.
6 C. Progress Meetings
7 1. Formal project cooi•din�tion meetings will be held periodically. MeeCings will be
8 sched�lled ancl 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:
1 I a. Coordinating shutdowns
12 b. Installation of piping and equipment
l3 c. Coordination between other eoustruction projects
14 ci. Resolution of eonstruction issues
15 e. Equipmeut approval
16
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The Project Represe��tative will preside at progress meetings, prepare the ilotes of
the meeting and distribute copies of the sanie to all participants who so request by
fully completing the attendaiice form to be circ��lated at the beginuing of each
meeting.
Attendance shall inclucle:
a. Contractoi's project �nai�ager
b. Coiltractor's superintendeut
c. Auy subcontractor or supplier representatives whoin the Contractor may desire
to iuvite or the City n�ay request
ci. Eugineer's representatives
e. City's representatives
f. Others, as i•equested by tlie Project Represeiltative
Preliniivary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, co��flicts
c. Items which impede construction schedule
d. Review of off-site fabrication, deliveiy sclledules
e. Review of construction interfacing and sequeiici�ig requireulents with other
construction contracts
f. Corrective meas�u•es ancl procedures to regain pcojected schedule
g. Revisions to construetion scl�edule
h. Progress, schedule, during succeeding Work period
i. Coordivation of scl�edules
j. Review submittal seheclules
k. Maintenance of quality standards
1. Pencling changes and s�ibstitutio��s
m. Review proposec{ changes for:
1) Effect on construction schedule and on co►1lpletion date
2) Effect on other crnitracts of the Project
n. Review Record Documents
o. Review monthly pay request
p. Review status of Requests for Infornlation
CITY OF FORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCT[ON SPGCIFICATION DOCUMGNTS Water and S<tnitary Sewer Relocations
Revised July I, 20l 1 City Project No. 00969
01 31 20 - 3
PROJECT MI GTINGS
P1ge 3 of 3
I 6. Meeting Schedule
2 a. Pi�ogress ►neetings will be held perioclically as determined b� the Project
3 Representative.
4 1) Additional nleetings may be held at the request of the:
5 a) City
6 b) Engineer
7 c) ConCractor
8 7. Meeting Location
9 a. The City will establish a meeting location.
l0 1) To the extent practicable, meetings will be held at the Site.
11 1.5 SUBMITTALS [NOT USED]
12 1.0 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
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, STORAG�, AND HANDLING [NOT USED]
17 1.11 I+IELD [SIT�] CONDITIONS [NOT USED]
18 1.12 WARRANTY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EX�CUTION [NOT USED]
21 �ND OF SECTION
22
Revision Log
DATE NAME SUMMARY OF CHANGE
23
CITY OF FORT W02TH TRV — Parts 6&(2 — White Settlement Bridge
STANDARD CONSTRUCT[ON SPECI['ICATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised Juty I, 201 I Ciry Project No. 00969
01 32 I6 - I
COI�STRUCI'[ON PROGRGSS SCHEDULG
Page I of 5
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
S�CTION 01321C
CONSTRUCTION PROGRESS SCHEDULE
5 A. Section Includes:
6 1. General requirements for the preparatioi�, submittal, updatiiig, staiiis i•epocting and
7 managemeilt of the Constr�lction 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
1 1 1. None.
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IS 1.2
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C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contraet Forms and Conditions of the Contract
2. Division 1— General Requirements
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.
REFERENCES
A. Definitions
1. Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Sulall, brief d��ration
projects
b. Tier 2- No schedule subn7ittal required by contract, but will require some
milestone dates. Small, brief duration projeets
c. Tier 3- Schedule submittal required by contract as described in the
Specification aiid herein. Majority of City projects, including all bond program
projects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another goverilmental en[ity
e. Tier 5- Schedule submittal required by contract as described in the
Specification ancl hereiu. Large and/or very complex projects with loug
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial scliedtile submitted before work begins that will serve
as the baseline for measuring progress and departures from the scheciule.
3. Progress Sehedule - Monthly submittal of a progress schedule documenting
progress on the project and a��y changes autieipated.
CITY OF FORT WORTH TRV — Paits 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Se�ver Relocations
Revised July 1, 2011 Ciry Project No. 00969
01 32 l6 - 2
CONSTRUCT[ON PROGRESS SCHGDULE
Page 2 of 5
1
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4. Schedule Narrative - Col�cise narrative of the schedule incll�ding schedule
changes, expected delays, key scheciule issues, critical path items, etc
B. Reference Standards
4 1. City of Fort Worth Schedule Guidauce Document
5 1.4 ADNIINISTRATIVE REQUIREMENTS
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A. Baseline Schedule
General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as req��ired in the City of Fort Worth Schedule
Guidai�ce Document.
b. Review tlle draft cost-loaded baseline Sclled�ile with the City to demonstrate
��nderstanding of the work to be performed and lalown issues and constraints
related to the schedule.
c. Desigi�ate an autl�orized represeutative (Project Scheduler) responsible for
developing and updating the sched��le and preparing reports.
B. Progress Schedule
1. Update the progress Schedule moi�thly as required in the City of Fort Worth
Schedule Guidance Document.
2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
20 3. Change Orders
2( a. Incorporate approved chauge orclers, resulting in a change of contract tiule, in
22 the baseline Scl�ed�ile iu accordance with City of Fort Worth Schedule
23 Guidance Document.
24 C. Respo�isibility for Schedule Compliance
25 1. Whenever it becomes appareut fi�om the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulCed ai�d the Contract conlpletion
27 date will not be met, or when so directed by the City, malce some or all of the
28 Following actions at i�o additional cosC to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps inCeuded to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Inerease construction manpower in such quautities and crafts as will
34 substantially elii77i�iate the backlog of work and cet��ri1 curi•ent Schedule to
35 uZeet projected baseline completion dates
36 3) Increase the n�nnber of working hours per shift, shifts per day, working
37 days per week, the amount of constr��ction eq�lipment, or auy combination
38 of the foregoing, sufficiently to substantially eliminate the backlog of work
39 4) Reschedule activities ro achieve ulaxiinwn practical coi�currency of
40 accomplishment oF activities, and comply with the revised schedule
41 2. If no written statement of the steps intencled to take is siibmitted when so requested
42 by the City, the Ciiy may direct the Contractor to increase the level of effort in
43 manpower (trades), equipulent �nd work schedule (overtime, weekend ancl holiday
44 work, etc.) to be employed by the Contcactor in order to remove or arrest the delay
45 to the critical path in the approved schedule.
46 a. No aclditional cost for such work will be consideced.
CITY OF FORT WORTH TRV — Pai7s 6& l2 — White Seutement Bridge
STANDARD CONSTRUCTION SPECI�ICATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 20I I City Project Na 00969
01 32 16 - 3
CONSTRUCTION PROGRESS SCHGDULG
Page 3 of 5
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D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the followiilg:
1) Furnish justification anci supporting evidence as the City may deem
necessary to determine whether the requested extension of time is entifleci
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, make findings of fact and will advise the Contraetor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the rotal number of days allowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the extension.
a) Sueh data shall be ineludeci in the next upc(ating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Coi�tract completion date shown by the critical path in
the network will not be the basis for a change thereii�.
2. Submit each request for change in Contract eompletion date to the City within 30
days after the beginning of the clelay for which a time exteusion is requested but
before the date of final payment under this Contract.
a. No tilne extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, ui�avoidable delays on the part of the City or its
representatives, and other unforeseeable conditions wliicl� may indicate
schedule adjustments or completion time extensious.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflecC the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No adclitional compensation will be made to the Contractor for sueh
schedule changes except for uuavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to mininlize any time
extension and any additional cost to the City.
b) Available float rime in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float or slack tiine is defined as the amount of time between Che earliest start date
and the latest start date or between the earliest finish date and the IatesC finish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not for the exclusive use or benefit of either tl�e
Contractor or the City.
b. Proceed with work according to eai•ly start dates, and the City shall have the
right to reserve and apportion float time according to the neecls of the project.
c. Ackuowledge aud agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the tloat time associated with
those activities.
CITY OP PORT WORTH
STANDARD CONSTRUCT[ON SPGCIP[CATION DOCUMENTS
Revised July I, 201 I
TRV — Pans 6& 12 — White Setdement Bridge
Water and Sanitary Sewer Relocations
Ciry Project No. 00969
OI 32 16-4
COI�ISTRUCTION PROGRESS SCHGDULE
Page 4 of 5
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E. Coordinating Schedule with Other Contract Schedules
I. Where work is to be performed under this Contract co�lclu-rently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Sched��le shall be coordinated with the schedules of the oCher conCracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated Uy changes in corresponcting schedules.
2. In case of interference between the operations of different contractors, the City will
determiue tl�e worlc priority of eacl� coutractor and the sequence of worl< necessaiy
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of auy worlc due to such circumsCances shall i1oC be
considered as justification for claims for additional compensation.
14 1.5 SUBNIITTALS
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36 1.6
A. Baseline Schedule
l. Submit Sched��le in �lative file forn�at and pdf format as required in the City of Fort
Worth Schedule Guidance Docuuient.
a. Native file format inclucies:
1) Pi•imavei•a (P6 or Primavera Conti•acror)
2. Submit draft baseline Schedule ro City prior to dle pre-construction meeting and
bring in hard copy Co the n�eeting for review aild discussioil.
B. Progress Schedu(e
1. Submit progress Schedule in ilative file format a�id pdf format as required in the
City of Fort Worth Schedule Guidance Document.
2. Submit progress Schedule mouthly no later tl�an the last day of the inonth.
C. Sched��le Narrative
1. Submit the schedule narcative in pdf focmat as required in the City of Fort Worth
Schedule Guidance Doc�unent.
2. Submit schedule narrative u�onthly no IaCer tllai� tl�e last day of dle month.
D. Submittal Process
l. The City admiuisters and manages schedules Chrough Buzzsaw.
2. Coi�tracCor shall submit doc��ments as requirecl in the City of Fort Worth Schedule
Guidance Document.
3. Once the projeet l�as been completed aud Final Acceptance has been issued by the
City, no further progress scheclules are required.
ACTION SUBMITTALS/INrORMATIONAL SUBMITTALS [NOT USED]
37 1.7 CLOSGOUT SUBMITTALS [NOT USED]
38 1.8 MAINTENANCE MATCRIAL SUBMITTALS [NOT US�D]
39 19 QUALITY ASSURANCC
40 A. The person preparing and revisiug the construction Progress Schedule shall be
41 expecienced in the preparation of schedules of similar complexity.
CITY OF FORT WORTH TRV — Parts 6& 12 — White SetUentent Bridge
STANDARD CONSTRUCTION SPECIr[CAT[ON DOCUMGNTS Water and Sanitary Sewer Relocations
Revised Ju(y I, 201 I City Project No. 00969
01 32 16 - 5
CONST2UCT[ON PROGRESS SCHEDULE
Page 5 of 5
1 B. Schedule and supparting documents addressecl in this Specification shall be prepared,
2 updated ancl revised to accurately reflect the performance of the construction.
3 C. Contractor is responsible for the quality of all submittals in this section meeting the
4 standard of care for the construcrion ind�istry for similar projects.
5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
6 1.11 FICLD [SIT�] CJNDITIONS [NOT USED]
7 1.12 WARRANTY [NOT USED]
8 PART 2- PRODUCTS [NOT USED]
9 PART 3- EX�CUTION [NOT USED]
10 END Or SECTION
�
12
Revision Log
DATE NAME SUMMARY OF CHANGE
CPI'Y OF FORT WORTH
STANDARD CONSTRUCT[ON SPEC[F[CATION DOCUMCNTS
Revised July I, 201 I
TRV — Pa�is 6& 12 — White Setdement Bridge
Water and Sanitary Sewer Relocations
Ciry Piaject No. 00969
i
2
3 PART1- GENERAL
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S�CTION 0132 33
PRECONSTRUCTION VIDEO
01 32 33 - I
PRECONSTRUCTION VIDGO
Page I of 2
1.1 SUMMARY
A. Section Inclucies:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sectious include, but are not necessarily limited to:
1. Division 0— Bidding Requuements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Wark associated with this Item is cousidered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENC�S [NOT US�D]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, ii�cluding all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retai�l a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SIT�] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT US�D]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPGCIPICATION DOCUMGNTS
Revised July l, 201 I
TRV — PaRs 6& I2 — White Setdement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
013233-2
PART 3 - �X�CUTION [NOT USED]
END OF SE�TION
PRECONSTRUCTION VIDGO
Page 2 of 2
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPGCIFICAT[ON DOCUMGNTS Water and Sanitlry Sewer Retocations
Revised July I, 201 I City Project No. 00J6)
01 33 00 - I
SUQMITTALS
Pagc I of 8
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3 PART1- G�N�RAL
4 l.l SUMMARY
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17 1.2
�r,CTION 01 33 00
SUBMITTALS
A. Section Includes:
l. 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 fi�om this City of Fort Worth Standard Specification
l. Added 1.4.K.10.a
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Conri•act Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
� 18 A. Measurement and Payment
i
19 1. Work associated with tliis Item is considered subsidiary to flie various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 R�F�RENC�S [NOT USED]
22 1.4 ADMINISTRATIV� R�QUIR�M�NTS
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A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals fi•om the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
perforining the related Work or other applicable activities, or within the time
specified in tlie individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times inchiding, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
� Delivery
g) Similar sequenced activities
c. No extension of ti11�e will be authorized because of the Contractor's failure to
ti•ansinit subinittals sufficiently in advance of the Work.
CITY OF RORT WORTH TRV — Parts 6& 12 — White Settlement Qridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Se�ver Relocations
Revised December 20, 2012 City Project No. 00969
01 33 00 - 2
SUQMITTALS
Page 2 of 8
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d. Make submittals proinptly in accordance with approved schedule, and in such
seql►ence as to cause no delay in the Work or in the worlc of any other
contractor.
B. Submittal Numbering
When siibmitting shop drawings or samples, iitilize a 9-character subnuttal cross-
reference identification mimbering sysYem in tlie following mamier:
a. Use ihe �rst 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use rniilibeis 01-99 to sequentially number each
initial separate itenl or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating tlie resubiziission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
sitbmittal number would be as follows:
03 30 00-08-8
1) 03 30 00 is tlie Specification Sectiou for Conerete
2) 08 is the eightli initial submittal linder this Specification Section
3) B is the third subinission (seconci resubmission) of that partieular shop
drawing
C. Contractor Certificatioil
21 1. Review shop drawings, prodtict data and samples, including those by
22 subcontractois, prior to submission to deteriniue �nd verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 a Catalog nunibers and similar data
26 d. Couformance with the Contract Docuulents
27 2. Provide each shop drawing, sainple and prodl�ct data subnlitted by tlie Conh•actor
28 with a Certification Statement affixed iuchiding:
29 a. The Conh•actor's Compauy nanie
30 b. Signahire of subu7ittal reviewer
31 a Certification Statelzieilt
32 1) `By t11is siibnlittal, I hereby re�resent that I have determined and verified
33 field ineasiicenlents, field construction criteria, materials, dimensioils,
34 catalog numbers and similar data ai�d I have checked aiid coordiilateci each
35 item with other applicable approved shop drawuigs."
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D. Submittal Format
L Fold sliop drawings larger tllan 8`/z inclles x 11 inches to 8'/z inches x 11 inches.
2. Bind shop cirawings and product data stleets togetl�er.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Pcoduct Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT W02TH TRV — Parts 6& 12 — White Setdement E3ridge
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 009G9
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01 33 00 - 3
SUBMI'iTALS
Page 3 of 8
2. The Project title and number
3. Contracror identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identi�cation of the product, with the Specification Section nuinber, page and
paragraph(s)
6. Field dimensioils, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Speci�cation numbers
9. Identification by highlighting of deviations fi�om Contract Documents
10. Identification by liighlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
l. As specified in individual Work Sections includes, but is nat necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork mamifacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual systenl or equipment inspection and test reports uicluding:
1) Perforinance curves and certifcations
i. As applicable to the Worlc
2. Details
a. Relation of the various parts to tlle main members and lines of the structure
b. Where correct fabrication of the Worlc depends upon iield measurements
1) Provide slich measurelments and note on the drawings prior to submitting
for approval.
G. Product Data
1. For subnuttals 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, subinittal data may inch�de, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometiines referred to as
cata(og data)
1) Such as the mai�ufacturer's product specification and installation
instructions
2) Availability of colors and pattecns
3) Manufacturer's printed statements of complianees and applicability
4) Roughing-in diagrams aud templates
5) Catalog cuts
6) Product photog�•apl�s
CITY OF' F'ORT ���ORTI{
STANDARD CONSTRUCTION SPECIFICATLON UOCUMENTS
Revised December 20, 2012
T[tV — Parts 6& l2 — White Setdement I3ridge
Water and Sanitary Sewer Relocations
Ciq� Project No. 009(9
01 33 00 - 4
SUBMITTALS
Page 4 of 8
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7) Staudard wiring diagrams
8) Pruited performance curves and operational-range diagrams
9) Production or quality contcol inspection and test reports and certifications
10) Mill reports
ll) Product operating and maiutenance iustructions and recoimnended
spare-parts listing and printed prodilct �,�u.•ranties
12) As applicable to the Work
H. Samples
1. As specified in individiial Sections, include, but are not necessarily limited to:
a. Physical examples of the Work stich as:
1) Sections of manufactured or fabricated Work
2) Sinall clrts or containeis of materia(s
3) Complete units of repetitively used products color/texhtce/pattern swatclies
and range sets
4) Specimens for coordination of visiial effect
5) Grapluc symbols and uniYs of Work to be ilsed by the City for independent
inspection and testing, as applicable to the Worlc
L Do not start Worlc requiring a shop drawiug, sample or product data nor airy material to
be fabricated or installed prior to the �pproval oi• ql�alified approval of such item.
1. Fabrication perfornled, materials plirchased or on-site consh�uction accomplished
which does not conform to approved shop drawings and data is �t the Contractor's
rislc.
2. The City will not be liable for any expense or delay due to corrections or remedies
req�iired to accoinplish confornuty.
3. Complete project Worlc, materials, fabrication, aud installations in conformance
with approved s11op drawings, applicable s�mp(es, and product data.
J. Stilbmittal Distribution
I . Electronic Distribution
a. Confirm development of Project directoiy for etectronic subu�ittals to be
tiploaded to City's Buzzsaw site, or another exterual FTP site approved by the
City.
b. Shop Drawings
1) Upload subiluttal to designated project ctirectoiy and notify appropri�te
City representatives via em�il of siibmittal pc�sting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more tllan 1 h�rd copy of Stlop Drawings
rehirned, Conh�actor shall siib�nit nlore than the uumber of copies (isted
above.
c. Product Data
I) Upload subinittal to designated project directory anci notify appropriate
City representatives via en�ail of submittal posting.
2) Hard Copies
a) 3 copies for all s�ibmittals
d. Samples
1) Distribiited to the Project RepresentaYive
2. Hard Copy Distriblition (if required in lieu of eLech�onic distribiltion)
CITY OF FORT WORTFf
STANDARD CONST2UCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 — �Vhite Setdement E3ridge
Water and Sanitary Sewer Relocations
City Project No. 00969
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01 33 00 - 5
SUC3MITTALS
Page 5 of 8
a. Shop Drawings
I j Distributed to the City
2) Copies
a) 8 copies for inechanical subinittals
b) 7 copies for all other subnlittals
c) If Contractoi• requires more than 3 copies of Shop Drawings returned,
Contractor shall subnut more tlian the number of copies listed above.
b. Product Data
1) Disnibuted to the Ciry
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Subnut the nuinber stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where �e�iiired, to the job site file and elsewhere as
directed by the City.
a. Provide ilumber of copies as directed by the City but not exceeding the mimber
previously specified.
K. Subnuttal Review
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1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Docuinents. This is not to be coi�strued as:
a. Pernutting any deparhn�e fi•om the Conri�act requirements
b. Relieving the Contractor of responsibility for any errors, including details,
diulensions, and materials
c. Approving deparhues froin details furnished by the City, e�cept as otl�erwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Conh�actor fi•oii� his/11er responsibility with reg�rd to the
fillfillment 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 t(Zerefore.
The Contractor remains responsible for details and acctu�acy, for coordinating the
Worlc with all other associated work and ri�ades, for selecting fabrication processes,
for techniques of assembly and for performing Worlc in a safe manner.
If the shop drawings, data or samples as subinitted describe variations aud show a
departure fi•om the Contract requirements which City finds to be in the interest of
the City and to be so nlinor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noring an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigued when there are no notations or
comments on the siibinittal.
a) Wlien rehirned under this code tlle Contractor ulay release the
equipmeut and/or material for mainifachu�e.
b. Code 2
C[TY OF E02T \4�ORTEI
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS
Revised December 20, 2012
'CRV — Parts 6& l2 — White Settlement Bridge
Water and Sanitary Se�ver Relocations
City Project No. 00969
01 33 00 - C
SUE3MITTALS
Page ( of 8
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c.
d.
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
t(ie notations and coimnents IS NOT required by the Contractor.
a) The Contractor may release tlie eqliipuleilt or material for manufactLire;
however, all notations and cominents nliist be incorporated into the
final product.
Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned w11en notations aud comments are extensive enough to reqttu•e a
resubmittal of the pacl<age.
a) Tlie Contractor may reiease the eqtlipnlent or nlaterial for inamifacture;
however, all notations aild conlnlents must be incorporated into the
final product.
b) This resubmittal is to addcess all coimi�ents, omissions and
non-conforming items tliat were noted.
c) Resubmitt�l is to be received by the City withiu 15 Calendar Days of
tlie date of the City's hansinittal reqltiring the resub�iiittal.
Code 4
1) "NOT APPROVED" is assigned w11en the subiiiittal does not nleet the
intent of the Contract Documents.
a) The Contractor miist resubi�ut the entire pacicage revised to b►•iilg tlte
submittal into conformance.
b) It may be necessary to resubmit usiu� a differeut mamifacturer/vendor
to meet the Contract Documents.
6. Resubmitt�ls
a. Handled in the same mamler as iust submittals
1) Corrections other than requested by the City
2) Marlced witli revision triangle or other similar method
a) At Contractor's risk if ilot marlced
b. Submittals for each iteili will be reviewed no more than twice at the City's
expense.
1) All siibseqlient i•eviews will be perforined at ti�lies convenient to the City
and at the Contractor's expense, based on ttie City's or City
Representative's then prevailing rates.
2) Provide Conh•actor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
a Thc ueeci for more than 1 resubmission or any ottier delay in obtaiiiiug City's
i•eview of subnlitta(s, will uot entitle the Contractor to an extensioil of Contract
Tin1e.
7. Partial Sub�nitt�ls
a. City reserves tlle rigllt to uot review submitta(s deemed parti�l, at ttie City's
discretion.
b. Submittals deemed by the City to be ilot complete wi�l be returned to tl�e
Contractoi•, and will be considered "Not Approved" until resubmitted.
a The City i��ay at its option provide a list or mark the subnuttal directiug the
Contractor to the areas that are incoi�iplete.
8. If the Contcactor cousiders any correction indicated on the shop drawings to
constitute a chatlge to the Contract Dociiments, then written notice must be
provided thereof to the City at least 7 Calendar D�ys prior to release for
manufacture.
C[TY OF FORT WORTH
STANDARD CONSTI2UCTlON SPF.CIFICATION DOCUMENTS
Kevised December 20, 2012
TRV — Parts 6&( 2—\4�hite Settlement [3ridge
bVnter and Sanitary Sewer Relocations
City Project No. 00969
013300-7
SUi3M ITTALS
Page 7 of 4
1 9. When the shop drawings have been completed to the satisfactioil of the City, the
2 Contractor in�y carry out tl�e construction in accordance therewith and no fiu�ther
3 changes therein except upon written instructions from the City.
4 10. Each siibmittal, appropriately coded, will be rerin•ned within 30 Calendar Days
5 following receipt of submittal by the City.
6 a. Contractor shall provide all submittals for construction of the Vertical Shafts
7 and Tunnel on Water Line "A" between Sta. 7+69.79 and Sta. 14+46.95 and
8 Temporary Water Line "C" between Sta. 0+00 and Sta. 5+80 to the City
9 sufiieiently in advance of performing the related work. Contractor shall allow
10 for a 30-dav review by the Cit, ,y Trinity River Visicn Authority�TRVA , and
11 the U.S. Arm,�p. of En u�g eers (USACE) as well as anv additional tinze
12 required for revisions and resubmittals for approval.
13 L. Mock ups
14 1. Mock Up units as specified in individual Sections, include, but are not necessarily
15 limited to, complete units of the standard of acceptance for that type of Work to be
16 used on the Project. Reinove at the completion of the Worlc or when directed.
17 M. Qualifications
18 L If specifically required in other Sections of these Speci�cations, submit a P.E.
19 Certification for each itein requved.
20 N. Request for Information (RFI)
21 l. Contractor Request for additional information
22 a. Clarification or inteipretation of the contract documents
23 b. When the Contractor believes there is a conflict between Contract Documents
24 c. When the Contractor believes there is a conflict between the Drawings and
25 Specifications
26 1) Identify the conflict and request clarification
27 2. Use the Request for Information (RFI) form provided by the City.
28 3. Numbering of RFI
29 a. Prefix with "IZFI" followed by series number, "-xxx", beginning with "O 1" and
30 increasing seqileiltially with each additional transinittal.
31 4. Sufficient information shall be attached to permit a written response without fili-ther
32 information.
33 5. The City will log each request and will review the request.
34 a. If review of the project information request indicates that a chan�e to the
35 Contract Dociinlents is required, the City will issue a Field Order or Change
36 Order, as appropriate.
37 1.5 SUBMITTALS [NOT US�D]
38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
39 1.7 CLOS�OUT SUBMITTALS [NOT USED]
40 1.8 MAINT�NANC� MATLi2IAL SUBMITTALS [NOT USED]
41 1.9 QUALITI' ASSURANCC [NOT US�D]
42 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CtTY OF FORT WORTH T2V — Parts 6& 12 — White Settlement E3ridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitaq� Sewcr Refocations
2evised December 20, 2012 City Projcct No. 00969
013300-8
SU6M[TTALS
Page 8 of 8
1 1.11 FI�LD [SIT�] CONDITIONS [NOT US�D]
2 L12 WARRANTY [NOT US�D]
3 PART 2- PRODUCTS [NOT US�D]
4 PART 3 - �X�CUTION [NOT USED]
5 �ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson (.4.1�.8. Working D�ys modified to Calendar Days
C[TY OE FORT WORT! 1 TRV — Parts 6& 12 — White Setdement I3ridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water �nd Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 009(9
9
3 PART 1 - G�N�ItAL
4 1.1 SUMMARY
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SECTION O1 35 13
SPECIAL PROJECT PROCEDURES
A. Section Includes:
1. The procediu•es for special project circumstances that includes, but is not limited to:
a. Coordination witll the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Department Notification
g. Public Notification Prior to Beginning Construction
h. Involvement of United States Army Corps of Engineeis and Trinity River
Vision Authority
i. Coordination within Railroad pernuts areas
j. Dust Control
k. Employee Parking
B. Deviations from this City of Fort Worth Standard Specification
1. Modified 1.1.A.11i
2. Modified 1.4.J
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Fonns and Conditions of the Contract
2. Division 1— General Requirements
3. Section 33 12 25 — Connection to Existing Water Nlains
PRIC� AND PAYM�NT PROC�DUR�S
A. Measurement and Payment
1. Coordination within Railroad permit areas
a. Measurement
1) Meastuement foi• this Item will be by himp suin.
b. Payment
1) The worlc performed and materials furnished in accordance with tlus Itein
will be paid for at the lunlp sum price bid for Railroad Coordination.
c. The price bid shall include:
1) Mobilization
2) Inspection
3) Safety training
4) Add'rtionalInsurance
5) Instuance Certificates
CITY OF FORT �4�ORT11
STANDARD CONSTRUCTION SPECIFICATION DOCU�fENTS
Revised December 20, 20 t 2
013513-I
SPF.C[AL PROJECT PROCEDURES
Page I of8
TRV — Parts 6&( 2—\Vhite Settlement 6ridge
���ater and Sanit�ry Sewer Itelocations
Ciry Project No. 00969
01 3S 13 -2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
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6) Other requirements associated with general coordination with Raih�oad,
including additional employees required to protect the right-of-way and
property of the Railroad fi�om damage arising out of and/or fi�om the
construction of the Project.
2. Railroad Flagmen
a. Measurement
1) Measttrement for tllis Item will be per worlcing day.
b. Payment
1) The worl<performed and materials fiirnished in accordance with this Itenl
will be paid for each working clay that Railro�d Flagmen are present at the
S ite.
c. The price bid shall include:
1) Coordination for scheduling flagmen
2) Flagmen
3) Other requirements associated with Railroad
3. All other items
a. Worlc associated with these Items i� considered subsidiary to the varioiis Iteuls
bid. No separate payment will be allowed for this Item.
19 1.3 R�F�R�NC�S
20 A. Reference Stauclards
21 1. Re%reuce standards cited in this Specific�tion refer to the current reference
22 standard published at the time of the latest revision date logged at the end of this
23 Specification, unless a date is specifically cited.
24 2. Health and Safety Code, Title 9. Safety, Subtit(e A. Public Safety, Chapter 752.
25 High Voltage Overhead Lines.
26 3. North Central Texas Council of Goverumeuts (NCTCOG) — Cleail Conslcliction
27 Specifcation
28 1.4 ADMINISTRATIV� REQUIR�M�NTS
29 A. Coordination with the Texas Departnlent of Transportation
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When work in the right-of-way which is under the jurisdiction of the Texas
Department of Transportation (TxDOT):
a. Notify the Texas Departmeut of Trausportation prior to commencing any work
therein in accordance with the provisions of the permit
b. All worlc performed iu the TxDOT i•iglit-of-way shall be performed in
compliance with and subject to approval fi�oni the Texas Departi�ie�lt of
Transportation
B. Work near Higli Voltage Lines
Regulatory Requirements
a. All Work near Higtl Voltage Lines (moce than 600 volts measured between
conductois or between a conductor anci the groLind) s11a11 be in accordance with
Health �nd Safety Code, Title 9, Subtitle A, Chapter 752.
42 2. Warning sign
43 a. Provide sign of sttfficient size meeting all OSHA reqiiirenlents.
44 3. Eqtiipi7ieut operating within 10 feet of 11igh voltage lines will require ttie following
45 safety feahu•es
C(TY OF FORT WORTH TRV — Parts 6& f 2— White Settlement Qridge
STANDARD CONSTRUCT[ON SPEC[FICAT[ON DOCUMENTS Water and Sanitary Sewer Relocalions
Revised December 20, 2012 City Project No. 00969
01 35 13 - 3
SPECIAL PROJECT PROCEDURES
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a. Insulating cage-type of guard �bout the boom or arm
b. Insulator linlcs on the lift hook comlectioi�s for back hoes or dippers
c. Equipment must ilzeet t(ie safety requirements as set forth by OSHA �nd the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high vo(tage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power compairy
1) After noti�cation coordinate with the power company to:
a) Erect temporaiy mechauical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a lugh voltage line before tlie above
requirements have been nZet.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other con�ned spaces in accordance with OSHA's Permit Requued for
Confined Spaces
D. Air Pollution Watch Days
1. General
a. Observe the following guidelines relating to worlcing on City consh-�iction sites
on days designated as "AIR POLLUTION WATCH DAYS".
b. Typical Ozone Season
1) May 1 tlu•ough October 31.
c. Critical Emission Time
1) 6:00 a.ii�. to 10:00 a.m.
2. Watch Days
a. The Texas Coimilission on Enviromiiental Quality (TCEQ), in coordination
wit11 the National Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on the �fteruoon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m. whenever construction phasing requires tlie
use of motorized equipment for periods in excess of 1 hour.
2) However, the Contractor may begin work prior to 10:00 a.m. if:
a) Use of inotorized equipment is less than 1 hour, or
b) If equipment is new and certiiied by EPA as "Low Emitting", or
equipment burns Uttra Low Siilfiir Diesel (ULSD), diesel emulsions, or
alternative fiiels such as CNG.
E. TCEQ Air Permit
1. Obtain TCEQ Air Permit for construction activities per requuemeilts of TCEQ.
F. Use of Explosives, Drop Weight, Etc.
L When Contract Documents pei•mit on the project tlie following will apply:
C[TY OF FORT WORTH
STANDARD CONSTRUCT(ON SPECIF[CATION DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Setdement Brid�e
4Vater and Sanitary Se���er Relocations
City Project No. 00969
01 35 13 -4
SPECIALPROJECTPROCEDURES
Page 4 of 8
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a. Piiblic N�otification
1) Submit notice to City and proof of adequate insurance coverage, 24 hoius
prior to coirunencing.
2) Minimum 24 hour public notifcation in accordance with Section Ol 31 13
G. Water Department Coordination
6 1. During the construction of this project, it will be uecessary to deactivate, for a
7 period of time, existing lines. Tl�e Contractor shall be required to coordinate with
8 the Water Department to determine the best times for deactivating and activating
9 tllose lines.
10 2. Coordinate any event that will require connecting to or the operation of an existing
I( City water line systetn with the City's representative.
12 a. Coordination shall be in accordance with Section 33 12 25.
13 b. If needed, obtain a hydrant water nieter froul the Water Departmeut for nse
14 during the life of named project.
I S c. In the event tllat a water valve on an existing live system be turned off and on
16 to accoinmodate the construction of the project is required, eoordinate this
t7 activity tlu•ough the appropriaYe City representative.
IS 1) Do not operate water line valves of existing water system.
19 a) Failure to comply will render the Contraetor in viol�tion of Texas Penal
20 Code Title 7, Chapter 28.03 (Criininal Mischie� and tlie Contractor
21 will be prosecuted to the fitll extent of the law.
22 b) In addition, the Contractor will assume all liabilities and
23 responsibilities as a result of these aetions.
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H. Public Notification Prior to Beginning Construction
1. Prior to beginning consh�uction on any blocic in the project, on a blocic by blocic
basis, prepare and deliver a notice or flyer of tlie pending consh•uction to the front
door of eacli residence or business that will be uupacted by construction. The uotice
stiall be prepared as follows:
a. Post notice or flyer 7 days prior to beginning airy construction activity on each
block in the pi•oject area.
1) Prepare flyer on the Contractor's letterhead and include the following
Illf01'lll�lil011:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of constitiiction �etivity)
d) Achial coustruction duration wit(lin tlle block
e) Name of the contractor's forem�n and phone niimber
fl Nanie of the City's inspector and phone niiinber
g) Cit�y's �fter-hoiics phone rnimber
2) A sample of tlie `pre-constr�iction notification' flyer is attached as Exhibit
A.
3) Sttbmit schedule showing the construction start and finish tiine for each
block of the project to the inspeetor.
4) Deliver flyer to the City Inspector for review prior to dish•ibution.
b. No construction will be allowed to begul on any block lintil tl�e flyer is
delivered to all residents of tlle blocl<.
L Public Notification of Temporary Water Service Intecruption during Constcllction
CITI' OF FORT 1��ORTH TRV — Parts 6& 12 — �1�hite Settlement Qridgc
STANDARD CONSTRUCTION SPF.CIF[CATION DOCUMENTS Water and Sanitary Sewcr Relocations
Revised December 20, 2012 City Project No. 00969
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01 35 13 - 5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
In the event it becomes necessary to temporarily shi�t down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interrliption to the ft•ont door of each affected resident.
Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterllead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the conh•actor's foreman and phone nuinber
6) Name of the City's inspector and phone number
c. A sainple of the temporary water service interruption noti�cation is attached as
Exhibit B.
d. Deliver a copy of the teinporaiy interruption notification to the City inspector
for review prior to being distributed.
e. No interrnption of water service can occur Lmtil the flyer has been delivered to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained fiom the Project
Consh•uction Inspector.
J. Involvement of United States Army Coips of Engineers (USACE) and Trinity River
Vision Authority (TRVA)
1. At locations in the Project where consri�uction activities occur in areas where
USACE permits are reqiiu•ed, meet all requirements set forth in each designated
permit.
2. A portion of this Project is located within the fut�ire USACE project called "Central
City Trinity River Bypass Channel." This area is shown in the drawings between
Water Line "A" Sta. 7+69.79 and Sta. 14+46.95 and Temp. Water Line "C"
between Sta. 0+00 and 5+80.
a. Contractor's siibmittals to the City for woric in tlus area will also be reviewed
by USACE and TRVA prior to construction.
b. The Construction Progress Schedule shall include anticipated submittal dates
for all items included within this area.
3. Contractor shall report all subcontractors and invoicing on the Vendor Participation
Form in Appendix GG16.08. The Vendor Participation Forms shall be completed
and submitted each month to the City along with all other monthly subinittals
required by the City.
K. Coordination withnl Railroad Perinit Areas
At locations in t11e project where constniction activities occur in �reas where
rail�oad permits are required, meet all requuements set forth in each designated
raih�oad permit. Tlus includes, but is not limited to, provisions for:
a. Flagmen
b. Insp ectors
c. Safety training
d. Additional insurance
e. Insuranee certificates
CITY OF FORT \�ORTH
STANDARD CONSTRUCT[ON SPEC[FICATION DOCUMENTS
2evised December20, 20t2
TRV — Parts 6 cC 12 — White SetUement aridge
Water and Sanitary Se�ver 2elocations
City Project No. 00969
01 35 13 - 6
SPEC[ALPROJECTPROCEDURES
PBgC C) Ot H
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£ Other einployees required to protect the right-of-way and property of the
Raih�oad Company fi•om damage arising out of and/or from the construction of
tl�e project. Proper utility clearance procedures sltall be used in accordance
with the permit guidelines.
2. Obtain any supplemeutal information neecied to comply witli the railroad's
requirements.
3. Railroad Flagmen
a. Submit receipts to City for verification of worlcing days that railroad flagmen
were present on Site.
L,. DL1Si C011il'OI
1. Use acceptable measiires to control diist at the Site.
a. If water is iised to control dlist, capture and properly dispose of w�ste water.
b. If wet saw cutting is performed, captiue and properly dispose of shirry.
M. Employee Parking
1. Provide parking for employees at locations approved by the City.
1.5 S[JBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
18 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
19 1.8 MAINT�NANC� MAT�RIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE [NOT US�D]
21 1.10 DELIVERY, ST(J�RAGE, AND HANDLING [NOT US�D]
22 1.11 FIELD [SITE] CONDITIONS [NOT US�D]
23 1.12 WARRANTY [NOT US�D]
24 PART 2- PRODUCTS [NOT USED]
25 PART 3 - ��CCUTION [NOT US�D]
26
27
END OF S�CTION
Revision Log
DATL NAME SUMMARY OF CHANGE
1.4.B — Added requirement of compliance with HealOi and Safety Code, TiQe 9.
8/3 U2012 D. Johnson Safety, SubtiUe A. Public Safety, Chapter 752. Higli Voltage Overhead Lines.
L4.E — Added Contractor responsibility for obtaining a TC�Q Air Permit
28
CITI' OF FORT ���ORTFI TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 009(9
01 35 13 - 7
SPEC[AL PRO.IECT PROCEDURES
Page 7 of 8
1
2
3
4
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6 Date:
7
8 CPN No.:
9 Project Name:
lo Mapsco Location:
11 Limits of Construction:
12
13
��HIBIT A
(To be printed on Contractor's Letterhead)
�
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CITY OF F02T IVORTH
STf1NDA2U CONSTRUCTION SPECt}�ICAT[ON DOCUMENTS
Revised December 20, 20t2
TRV — Parts 6& 12 —\��hite Settlement [3ridge
�4�ater and Sanitary Se���er Relocations
City Project No. 00969
01 35 13 - 8
SPECtALPROJECTPROCEDURES
Page 8 of 8
1
2
�XHIBIT B
FORTWO�TH
Date:
DOE N0. RXXX
PeoJect Hame:
I�OTICE OF TEMl�4�RARY WA'�ER SERVICE
INTERRLiPTI�3N
DUG TO UTIL[TY IMPKOV�M�NTS IN YOUR N�IGHSORHOOU, YOUR
WA'CGR SERVICE WILL BE TNT�RRUPTPD ON
f3G;TWG�N THE HOUKS OT AND
IF YOU HAVE QU�STIONS A130U"1' THIS SHUT-0UT, PLEASE CALL:
M R. AT
(CON1'IiAC'CORS SUP�RINTENDI:IYT) (TELLI'HONC NUMB�I2)
OR
M R.
(CiTY INSP�C'COR)
AT
(TGL�PHONG NUME3GR)
THIS INCONVGNI�NCE WILL I3G AS SEIORT AS POSSIBL�.
THANK YOU,
CONTRACTQR
3
4
C(TY OF FORT WORTI i
STANDARD CONSTRUCTION SPECfF[CATION DOCUMENTS
Revised December 20, 2012
TRV — P�rts fi & l2 — White Settlement aridge
Water and Sanitary Sewcr Relocations
City Project No. 00969
01 �t5 23 - i
TGST[NG AND INSPGCTION SERV[CES
Page I of 2
1
2
3 PART1- GEN�RAL
SECTION O1 45 23
TESTING AND INSPECTION SERVICES
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9
10
11
12 1.2
13
14
15
16
17
18
19
20
21
22
23
24
25 1.3
C. Related Specification Sections include, but are not necessarily liinited to:
1. Division 0— Bidding Requirenlents, Contract Forn�s and Conditions of the Contract
2. Division 1— General Requirements
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.
a. Contractor is responsible for performing, coordinating, aud paytnent of all
Quality Control testing.
b. City is responsible for performin� and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test pei�for►ned by the City fails, the
Contractor is responsible for payment of subsequent Quality Ass�n�ance
testing until a passing test occurs.
a) Final acceptance will not be iss�ied by City until all required payments
for testing by Contractor have been paid in full.
REFER�NCES [NOT US�D]
26 1.4 ADMINISTRATIVE REQUIR�MENTS
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39
40
A. Testing
1. Complete testing in accorclance with the Contract Documents.
2. Coordination
a. When testing is required to be pei-formed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be coinpleted by the Coiltractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic DistribuCion
1) Confirm development of Project directory for electronic subinittals to be
uploaded to City's Buzzsaw site, or another exterilal FTP site approved by
the City.
2) Upload test reports to designated prc�ject directory and notify appropriate
City represe��tatives via email of submittal postii�g.
CITY OF PORT WORTH TRV — Parts 6& l2 — White Setdement Bridge
STANDARD CONSTRUCT[ON SPCCIFICAT[ON DOCUMGNTS Water �nd Sanitary Sewer Relocations
Revised July (, 2011 City Project No. 00969
oi asa3-a
TESTING AND INSPECTION SGRVICBS
Page 2 of 2
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3) Hard Copies
�) 1 copy for aIl subn�ittals subuiitted to the Project Represeutative
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) Distrib�ite 3 hard copies to City's Project Represei�tative
4. Provide City's Project Representative with trip tickets for each delivered Ioad of
Concrete or Lime material incluciing the following information:
a. Nanle of pit
b. Date of delivery
c. Material clelivered
B. Inspection
l. 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 SUBMITTALS/INI+ORMATIONAL SUBMITTALS [NOT US�D]
1.7 CLOS�OUT SUBMITTALS [NOT USED]
1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE [NOT USED]
2 t 1.10 DELIVERY, STORAG�, AND HANDLING [NOT US�D]
22 l.11 FIELD [SITE] CONDITIONS [NOT USCD]
23 1.12 WARRANTY [NOT US�D]
24 PART 2- PRODUCTS [NOT USED]
25 PART 3- CXECUTION [NOT USED]
26
27
END OI' SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
28
CITY O� PORT WORTH TRV — Paits 6& 12 — White SetUement Bridge
STANDARD CONSTRUCTION SPGCIF[CATION DOCUMGNTS Water and Sanitary Sewer Relocations
Revised July I, 201 I City Project No. 009(9
OIS000-I
TGMPORARY PACILITIGS AND CONTROLS
Page t of 4
1
2
S��"TION O1 �0 0�
TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities anci 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
I 1 d. Dust control
12 e. Tetnporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
l4 1. None.
15
16
17
18 1.2
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— Genera] Requirements
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 R�FERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREM�NTS
24
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30
31
32
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34
35
36
37
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39
40
A. Temporaiy Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service compailies or authorities
having jurisdiction.
c. Be responsible for utility service costs lintil Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and iuitial opei•ation of Work.
2. Water
a. Coi�h�actor to provide water required for aud iu connection with Work to be
perfonned and for specified tests of piping, equipment, devices or other use as
requii•ed for the completion of the Work.
b. Provicle and maintain adequate supply of potable water for domestic
eonswnption by Contractor personnel a�1ci City's Project Representatives.
c. Coordination
1) Contact CiCy 1 week before water for construction is desired
C[TY OF PORT WORTH TRV — Pa�ts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPGCIPICAT[ON DOCUMGNTS Water and Sanitary Sewer Relocations
Revised July I, 2011 City Project No. 009(9
oi s000-a
TGMPORARY FAC[LITI�S AND CONTROLS
Page 2 of 4
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C�. COtI[1'1CCOI' P1y111811t f01' COIISCI'l1Ci1011 Wc1t01'
1) ObCaiu construcCion water meCer from City for payi.ient as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for eleetric powered service as required for Work, iucluding
testing of Work.
1) Provide power for lighting, operatiou of equipment, or other use.
b. Electric power service iucl�ides temporary power service or geuerator to
maintain operations during scheduled shutciown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performiu� work or fiu�nishiiig services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provicie temporary heat and veniilation to asstu�e safe woi•king conditions.
B. Sanitary Facilities
l. Provide and maintain sanitary facilities For persons on Site.
a. Comply with regulations of State and local departments of health.
2. Euforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No clischarge will be allowed from these facilities.
c. Collect and store sewage aud waste so as not to ca��se iluisance 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 nea►• Work Site and keep clean and maintainecl throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilatec(, watertight, weatherproof storage facilities with floor
above ground level for materials a��d equipnlent susceptible to weather damage.
2. Storage of nlaterials not susceptible to weatl�ec damage niay be on blocks off
�I'OLl11C�.
3. Store materials in a neat and orderly inaniler.
a. Place materials and equipment to permit easy access for identification,
inspection and inventoiy.
4. Equip building with lockable doors and lighting, and provicle electrical service for
equipment space heaCers and heating or venCilation as necessary to provide storage
environments acceptable to specified manufactiu�eis.
5. Fill ancl gracle site for temporary struct�n�es to provide drainage away fi•om
temporary and existing buildings.
6. Remove building from site pcior to Final Acceptance.
D. Teinporary Fencii�g
1. Provide and mainCaiu for the duratiou or construction wheu req�lired iu coutract
documents
CITY Of FORT WORTH
STANDARD CONST2UCT[ON SPGCI�ICAT[ON DOCUMENTS
Revised July I, 20f I
TRV — P1rts 6& 12 — While Settlement Bridge
Water and Sanitaiy Sewer Relocations
City Project No. 00)69
015000-3
TBMPORARl' FAC[LIT[C_S AND CONTROLS
Page 3 of 4
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E. Dust Control
I. Co�ltractor is respousible for maii�taining dust control through the duration of the
project.
a. Contracror remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Coutcactor or subcontractors are responsible fol- protecting Work from clamage diie
to weather.
1.5 SUBMI'T 1 ALS [NOT USED]
1.0 ACTION SUBMITTALS/INFORMATIONAL SUBIVIITTALS [NOT 11SED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SIJBI�IITTALS [NOT USED]
19 QUALITY ASSURANCE [NOT USED]
110 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NO'T USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALL�RS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Teinporary Facilities
l. Maintain all temporaiy facilities for duratioi� of construction activities as needed.
CITY OF FORT \�ORTH
STANDARD CONSTRUCTION SPGCI�[CATION DOCU�-tGNTS
Revised July I, 201 I
TRV — Pnrts 6 cC 12 —A�Jhite Setdement Biidge
Water and Sanitary Se�ver Reloca[ions
Cily Project No. 00969
Ol 5000-4
TEMPORARY PACILITIES AND CONTROLS
Page 4 of 4
l 3.5 [REPAIR] / [RESTORATION]
2 3.6 RE-INSTALL�TTON
3
4
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6
7
8
9
10
lt
12
t3
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15
3.7 I� IELD [oa] SITE QUALITY CONTROL [NO'T USED]
3.8 SYSTCM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT US�D]
311 CLOSEOUT ACTIVITI�S
A. Temporary Facilities
l. Reulove all temporaiy faeilities ancl restore area after coulpletiou of the Worlc, to a
conditioil equal to oi• better thail prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
l6
CITY OF PORT WORTH TRV — Pnrts 6& 12 — White SetUement Bridge
STANDARD CONSTRUCTION SPECIF[CATION DOCUMGNTS Water and Sanitary Sewer Relocations
Revised July I, 201 I City Project No. 00969
01 55 26 - 1
ST2GGT USG PERMIT AND MOD(rICAT[ONS TO TRArFIC CONTROL
Pagc I of 3
1
2
S�CTION 0155 2C
STREET USE PERIVIIT AND MODIFICATIONS TO TRAFFIC �ONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
15
16 1.2
17
18
19
20 1.3
2l
22
23
24
25
26 1.4
A. Section Includes:
1. Administrative ��oced�u�es for:
a. Street Use Permit
b. Modification of approved h�affic control
c. Removal of Street Signs
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— Gei�eral Requirements
3. Section 34 71 13 — Traffic Control
PRIC� AND PAYMENT PROCEDURES
A. Measuremei�t and Paynlent
L Work associated with this Item is considered subsidiary to the various Items bid.
Nc� separate payn�ent will be allowed for this Item.
REFERENC�S
A. Reference Standards
1. Reference sta��dards cited il1 this specificatioi� 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. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
ADMINISTRATIVE R�QUIRENIENTS
27 A. Traffic Control
28 1. General
29 a. Whei1 traffie control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings aud Section 34 71 13.
31 b. When traffic control plans are not included in the Drawii�gs, pi•epare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 I) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior Co installation of Traffic Control, a City Street Use Pecniit is required.
37 a. To obtaiu Street Use PermiC, submit Traffie Control Plans to City
38 Transportation and Public Works Department.
39 1) Allow a mininlu�n of 5 workin� days for permit review.
C►TY Or �ORT WORTH
STANDARD CONSTRUCTION SPF.Cii ICATION DOCUMGNTS
Revised July I, 201 I
TRV — Paits 6 8z 12 — White Settlement i3ridge
Water and Sanitary Sewer Relocltions
City Project Na. 00969
015526-2
STRGGT USE PGRM[T AND MOD[PICAT[ONS TO TRAF['IC CONTROL
Page 2 of 3
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C
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2) Contractoc's respoi�sibility to coordinate review of Traffic Control plans for
Street Use Permit, s�lch that constructioi� is not delayed.
Mociification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans ro City Department Transportatioil and
P��blic Works Depactment.
I) Revise Traffic Conti-ol plaus in accordance with Section 3� 71 13.
2) Allow minimum 5 workiilg days for review of revisecl Traffic Control.
3) It is the Contractor's responsibility to coordinate rPview of Traffic Control
plans for Street Use Permit, s��ch that constructiou is not delayed.
Reinoval of Sti•eet Sign
1. If it is cletermined that a sti•eet sign nlust be reu�oved for coush�uction, then coutact
City Transportation aud Public W�rlcs Depai•tulent, Signs aud Markiugs Divisioil to
remove the sign.
E. Temporary Siguage
L Ii� the case of regulatoiy signs, replace permanent sign with tetnporary sig�1 meeting
cequiren�ents of the latest edition of N1e Texas Manual ou Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sigu before dle removal of permanent sign.
3. When construction is co�i�plete, to the exteilt that the permaneut sign ean be
reinstalled, contact the City Transportatio�� ancl Publie Works Departii�ent, Signs
ancl Markings Division, to reinstall the perma�lent sign.
F. Traffic Control Standards
L Traffic Control Standards cau be fo�i��d on the City's Buzzsaw website.
25 1.5 SUBMI'I'TALS [NOT US�D]
26 1.( ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
27 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
28 1.8 MAINTENANC� MAT�RIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT US�D]
31 111 rICLD [SITE] CONDITIONS [NOT USCD]
32 112 WARRANTY [NOT USED]
33 PART 2- PRODUCTS [NOT US�D]
34 PART 3 - ��ECUTION [NOT USED]
35
36
�ND OI' S�CTION
CITY OF PORT WORTH 'CRV — Parts 6& 12 — 4Vhite SetUement Bridge
STANDARD CONSTRUCT[ON SPHC[iICAT[ON DOCUMGNTS Water and Sanitaq� Sewer Relocations
Revised July I, 201 I City Project No. 009fi9
OI5526-3
STREF,T USE PERMIT AND MODIFICATIONS TO TRAFF[C CONT20L
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TRV — Parts 6& 12 — White Settlement Biidge
STANDARD CONSTRUCT[ON SPGCIFICATION DOCUMGNTS Water and Sanitary Sewer Relocations
Revised July I, 20t I City Project No. 00969
015713-I
STORM WATLR POLLUTION PRBVGNT[ON
�� Page i of 3
l
2
SECTION 015713
STORM WATER POLLUTION PREVENTiON
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
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21
22
23
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28
29
30
31
32
33
34
35
36
37
1.1 SUMMAI2Y
A. Section Includes:
1. Proced�u�es for Storm Water Pollution Prevention Plans
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 Forizls and Conditions of the
Contract
2. Division I— General Requirements
3. Section 31 25 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbince
a. Work associated with this Iteln is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Iten1.
2. Construction Activities resulting ii� greater than I acre of disCurbance
a. Measiu�ement and PaymenC shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
l. Notice of Intent: NOI
2. Notice of Tei•mination: NOT
3. Stornl Water Pollution Prevention Plan: SWPPP
4. Texas Commission ou Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Refereuce sta��dards 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 citecl.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIV� R�QUIREMENTS
A. General
L Co��h�actor is respoilsible for resolution and paymei�t of any fines issued associated
with compliance to S[oimwater Pollution Prevention Plan.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMGNTS
Revised July I, 201 I
TRV — Parts 6�C 12 — White Settlement Bridge
Water and Sanitm�y Sewer Relocations
City Project No. 0096)
01 57 13 - 2
STORM WATER POLLUTION PRGVENTION
Page 2 of 3
B. Coi�stcuction Activities cesulting ii�:
2
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34
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1. Less than 1 acre of disturbance
a. Provide erosic��� and sediment control in accordance with Section 31 25 00 and
Drawiilgs.
2. 1 to less than 5 acres of distw�bance
a. Texas Pollutaut Discharge Elimination System (TPDES) General Constr��ction
Per�i�it is req�iired
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Req�iired under general permit
TXR 150000
a) Sigu and post atjob site
b) Prior to Preconstruction Meeting, send 1 copy ro City Department of
TransporCation and Public Works, Environ�nental Divisio��, (817) 392-
6088.
2) Provide erosiou and sediment conYrol iu accordai�ce witli;
a) Section 31 25 00
b) The Drawings
c) TXR I50000 General Periilit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accorclance with TCEQ requirements
1) Prepare a TCEQ NOI form and subll�it to TCEQ a(ong with required fee
a) Sig�1 and post at job site
b) Send eopy to Ciry Departulent of TransportaCion ancl Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Chau�e required if u�alcing chailges or updates to NOI
3) Pcovide ei•osion anci sediment control in accordai�ce with:
a) Section 31 25 00
b) The Drawings
c) TXR I50000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been compleCed and all the closeouC reqiiirements of'
TCEQ have been met a TCEQ Notice of Terulination cai� be submitted.
a) Send copy to City Departmeilt of Transportatioii aud Public Worlcs,
Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41
42
43
44
45
46
47
48
A. SWPPP
L Submit in accordance with Section O1 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportaeion and Public Works, Environmental Division for review
CITY OF PORT WORTH TRV — Parts 6�C 12 — White SetUement Bridge
STANDARD CONSTRUCT[ON SPGCIi'[CATION DOCUMENTS Water and Sanitary Sewer Relocltions
Revised July I, 201 I City Project No. 00969
� 01 57 13 - 3
STORM WATHR POLLUTION PRGVGNT[ON
Page 3 of 3
1 B. Modified SWPPP
2 1. If the S�`JFPP is revised d�u�ing construction, resubmiC modified SWPPP to the City
3 in accordauce wiCh Section O1 33 00.
4 1.G ACTION SUBMITTALS/INrORMATIONAL SUBMITTALS [NOT U��D]
5 1.7 CLOS�OUT SUBNIITTALS [NOT US�D]
6 1.8 NIAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 19 QUALITY ASSURANC� [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT US�D]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13 END OF S�CTION
14
15
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OT' FORT WORTH
STANDARD CONSTRUCTION SPGCIP[CAT[ON DOCUMGN'tS
Revised July I, 2011
TRV — Parts 6& 12 — White Settlement Bridge
Water and Sanitary Se�ver Relocations
City Project No. 00969
oisxis-i
TGMPORARY PROJECT SIGNAGE
Page 1 oF 3
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3 PART1- GEN�RAL
4
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S�CTI�� �1 Sci 13
TEMPORARY PROJECT SIGNAGE
1.1 SUNIMARY
A. Section Includes:
1. Temporary F�oject Signage Req�iire�nents
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Biddiug Requirements, Conh�act Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Paymei�t
l. Work associateci with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed foc this Item.
1.3 REr�RENCES [NOT USED]
1.4 ADMINISTRATIV� R�QUIRENIENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORiVIATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBiVIITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT US�D]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISH�D (oa] OWN�R-SUPPLI�DPRODUCTS [NOT USED]
2.2 EQUIPM�NT, PRODUCT TYPES, AND NiAT�RIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project si�ns.
CITY OF PORT WORTH TRV — Paits 6& l2 — White Settlement Briclge
STANDARD CONSTRUCTION SPGCIP'ICAT[ON DOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 20I 1 City Project No. 00969
015513-2
TGMPORARY PROJGCT S[GNAG�
Page 2 of 3
t B. Materials
2 l. Sign
3 a. Consri�ucted of 3/-inch fir plywood, gcade A-C (exterior) or better
4 2.3 ACCTSSORIES [NOT US�D]
5 2.4 SOURC� QUALITY CONTROL [NOT US�D]
6 PART 3 - EX�CUTION
7
8
9
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3.1 INSTALLERS [NOT US�D]
3.2 �XAI�IINATION [NOT US�D]
3.3 PREPARATION [NOT USED]
3A INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as ileedecl, ��pon request of the City.
B. Mounting options
a. Slcids
b. Posts
c. Barricade
3.5 REPAIR / R�STORATION [NOT US�D]
3.6 RE-INSTALLATION [NOT US�D]
3.7 FIELD [oa] SITE QUALITY CONTROL [NOT US�D]
3.8 SYST�IVI STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
310 CLEANING [NOT US�D]
3.11 CLOSEOUT ACTIVITI�S [NOT USED]
3.12 PROT�CTION [NOT US�D]
313 MAINT�NANC�
27 A. General
28 L Maii�tenance will incl��de painting and repaiis as needed or directed by the City.
29 314 ATTACHM�NTS [NO'I' US�D]
30
31
END OI�' S�CTION
CITY OP PORT WORTH TRV — Parts 6& 12 — Whitc Settlement Bridge
STANDARD CONSTRUCTtON SPGC[F[CAT[ON DOCUMGNTS Water 1nd Sanitary Sewer Relocltions
2evised Jaly I, 201 I City Project No. 0096I
015813-3
TGMPORARY PROJECT SIGNAGr
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
2
C(TY O� �ORT WORTH
STANDARD CONSTRUCT[ON SPGCIFICATION DOCUMGNTS
Revised July I, 2011
TRV — Pa�ts 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Retocations
Ciry Project No. 00969
01 60 00 - I
PRODUCT REQUIREMENTS
Page I of 2
I
2
3 PART1- G�N�RAL
4 1.1 SUMMARY
SECTION O1 60 00
PRODUCT REQUIREMENTS
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Pirod��cts List
7 B. Deviations from this City of Fort Worth Standarcl Specification
8 1. None.
9 C. Related Specificarion Sectioi�s include, but are not necessarily limited to:
10 I. Divisiou 0— Bidding Requirements, Contract Forms and Conditions of the Contract
1 1 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROC�DURES [NOT USED]
13 1.3 REF�R�NCES [NOT US�D]
14 1.4 ADNIINISTRATIVE REQUIREMENTS
l5
1(
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A. A list of City approved products for use is located on Buzzsaw as follows:
1. Resources\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. Auy subsequently approved products will only be allowecl for use upon specific
approval by the City.
C. Any specific product requirements in the Contract Documents supersede similar
prodlicts iucluded on the City's Standard Product List.
L The City reserves the right to ��ot allow products to be used for certain projects even
though the prociuct is listed on the City's Stanclard Product List.
D. Although a specific product is included on City's Standard Product LisC, uot all
products fi�om that manufacturer a��e approved for use, ii�cluding but not li►nited to, that
manufacturer's standard product.
E. See Section O1 33 00 for submittal requirements of Product Data includecl on City's
Standard Product List.
1.5 SUBNIITTALS [NOT USED]
L( ACTION SUBMITTALS/INI+ORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 NIAINTENANC� MAT�RIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH TRV — Paits 6& t2 — White SetUement Bridge
STANDARD CONSTRUCTION SPGCIP[CATiON DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, ?012 City Project No. 00969
016000-2
PRODUCT RGQUIRGMENTS
Page 2 of' 2
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FI�LD [SITC] CONDITIONS [NOT USCD]
3 112 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXCCUTION [NOT USED]
6 �ND OI+ SCCTION
F<evision Log
DATE NAME SUMMARY OF CHANGE
l0/!2/12 D. Johnson Modified Location of Ciry's Standard Product List
CITY OP FORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPGCIP[CAT[ON DOCUMBNTS Water and Sanitlry Sewer Relocations
Revised December 20, 2012 City Project No. 00969
O l 66 00 - I
PRODUCT STORAGG AND HANDLING REQUIRGMF,NTS
Page I of 4
l
2
SGCTION Oi 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5
C
7
8
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1(
A. Section Includes:
1. Sche�1!�li!lg of procluct delivery
2. Packaging of products for deliveiy
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Stal�dard 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 Conh�act
2. Divisio�l 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
l7 A. Measurement ancl Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No sepa��ate payment will be allowed for this Item.
20 1.3 R�FER�NCES [NOT US�D]
21 1.4 ADMINISTRATIV� REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT US�D]
23 1.G ACTION SUBMITTALS/INTORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26
�
28
29
30
31
32
33
34
35
36
1.9 QUALITY ASSURANCE [NOT USED]
110 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule deliveiy of products or equipmeirt as required to allow ti►l�ely ii�stallation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
4. Deliver products or equipmeut iu manufacturei•'s original unbroken ca��tons oc other
containers designed and constructed to protecC the contents fron� pt�ysical or
envirouuiental damage.
CITY OF FORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 2011 City Project No. 00969
oi ��00-2
PRODUCT STORAGI: AND HANDLING REQUI2F,MENTS
Page 2 of 4
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5. C10a1'ly al1C� f�Ully illill'�C c111C� 1Clellilfy �1S CO 111aIlUfaCtlll'el', IC8111 al1C� ItlSiilllatl011
�OC1t1011.
6. Provide inai���facturer's instructions for storage and handling.
B. Handli��g Req��irements
1. Handle products or equipment in accorclance witl� these ConCract Documents and
manufacturer's recoinmeudations and ii�structions.
C. Storage Requirements
1. Store materials iii accordance with mai�ufacturei's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipuieut.
a. Place loose soil materials and materials to be incorporated into Work to preveut
dama�e to aily part of Work or existing facilities ancl to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Wor]<.
3
4
5.
Keep materials aild equipmeut ue�tly and compactly storecl in locations that will
cause miuimum incouvenience to other conT��actors, public tcavel, adjoining owiiers,
tenants and occupants.
a. Arrange storage to provide easy access for iilspection.
Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
Provide off-site storage aud protection when ou-site storage is not adequate.
a. Provide addresses of and access to off-site storage loeations for inspectiou by
City's Project Representative.
6. Do uot use lawns, grass plots or otl�er private property for storage purposes without
written permissioi� of owner or other person ii� possession or coi�trol of premises.
7. Store ii1 nla�iufacriuers' �mopened containers.
8. Neatly, safely and compactly staek materials delivered aiid storecl along line of
Woric Co avoid inconvenieuce and daniage to property owne�s and gei�eral public
aud maintaii� at least 3 feet from fire hydrant.
9. Keep public and private driveways ai�d streeC crossings open.
10. Re�air or replace danlaged lawns, sidewalks, streets or other improvemeuts to
satisfaction of City's Project Repcesentative.
a. Total length which materials nlay be distributed �tlong route of construetion at
one time is t,000 linear feet, �ulless odlerwise approved i�1 writii�g by City's
Project Representative.
CITY OF FORT WORTH
STANDA2D CONST2UCTION SPECIPICATION DOCUMENTS
2evised July I, 201 I
TRV — P�its 6& 12 — White Settlement Bridge
W1ter and Sanitary Sewer Relocations
City Project No. 00969
016600-3
PRODUCT STORACG AND HANDLING RGQUIRGMGNTS
Page 3 of 4
1 1.11 FIELJ [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT US�D]
3 PART 2- PRODUCTS [NOT USED?
4 PART 3 - �XECUTION
5
6
7
8
9
10
ll
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3.1 ir:STALLERS [NOT US�D]
3.2 EXAMINATION [NOT USED]
3.3 PR�PARATION [NOT US�D]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.� RE-INSTALLATION [NOT USED]
3.7 FIELD (oa] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Confoiming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTENI STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
3.10 CL�ANING [NOT US�D]
3.11 CLOSEOUT ACTIVITI�S [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical danlage to iCems while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMCNTS [NOT USED]
�ND OF SECTION
CITY OF FORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPGCIFICA'I'[ON DOCUMCNTS Watcr and Sanitary Se�ver Relocations
Revised July l, 201 1 Ciry Piaject No. 00969
016600-d
PRODUCT STORAGG AND HANDLING REQUIREMGNTS
Page 4 of 4
CITY Or FORT WORTH TRV — P1rts 6�� 12 — White Settlement Bridge
STANDARD CONSTRUCTfON SPGCIF[CATION DOCUMGNTS Water and Sanitary Sewer Relocations
Reviscd July I, 201 I City Project No. 00969
01 70 00 - i
MOBILIZAT[ON AND RGMOI3IL[7_ATtON
Page I of �1
2
3 PART1- G�NERAL
SECTION Ol 70 00
MOBILIZATION AND REMOBILIZATION
4 1.1 SUMMARY
5 A. Section Includes:
6
7
8
9
10
11
12
13
14
IS
16
17
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19
20
21
22
23
24
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32
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36
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40
41
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45
L Mobilization and Demobilization
a. Mobilization
1) Transportation of Coutractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary ge��eral facilities for the Contracror's operation
at the Site
3) Premiums paid for performance and payment boncis
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocatior� of necessary general facilities for the Contractor's operation
fi-om 1 location to another loeation 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 Chis
Contract
a Mobilization ai�d Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere iu the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Doc�unents or as required by City ineludes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies fi�om the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designatecl by the Contract
Documents necessary to suspend the Work.
b) Site CIea�7-up as designated in the Contract Docimients
2) Remobilization
a) Transportatioil of Contractoi's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of i�ecessaiy general facilities for the Contractor's
operation at the Site necessary ro 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
c) Lost profits
3. Mobilizations and Den�obilization for Miseellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH TRV — Parts 6 R 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPGCIFICATfON DOCUMGNTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 Ciry Project No. 00969
oi �000-�
MOBILIZATION AND RI:MOBILI7ATION
Page 2 of 4
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IS
16
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1) Mobilization shall consist of tl�e activities and cosC ou a Work Order basis
necessary for:
a) Transportation of Contractor's persoi�nel, equip►nent, ancl operating
supplies to the Site for the issued Worl< Order.
b) Establishment of necessary geueral facilities for Che Coutractor's
operation at the Site for the issuecl Work Order
2) Demobilization shall consist of the activities aud cost necessary for:
a) Transportatiol� of Coi�tractor's personnel, equipment, and operating
s�ipplies fi•om the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildiugs or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific itenls of
work for which payment is provided elsewl�ere in the coutracC.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A MobilizaCion for Miscellaneous Projeets when directed by the Ciry and the
mobilization occins within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of Fort Worth Standard Specification
20 l. None.
21 C. Related Specit'ication Sections iuclude, but are not necessarily liil�ited to:
22 1. Division 0— Bidding Req�iirements, Contraet Forms and Conditions of tlle Co�ltcact
23 2. Division 1— General Requirements
24 1.2 PRICE AND PAYNIGNT PROCEDURES
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
�1
42
43
44
45
46
A. Measurement and Payn�ent
1. Mobilization and Demobilizatio❑
a. Measuce
1) This Item is coi�sidered subsidiary to the various Items bid.
b. Payment
1) The work perEornled aud materials furnished in accoi•dance with dlis Itenl
are subsidiary to the various Items bid aud no other compensation will be
allowed.
2. Remobilizatioil for suspension of Work as speeifically required in the Coi�Cract
Documents
a. Measurement
I) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The wor]< perfornled and materials furnished in aecordai�ce with tllis ICem
and measiu�ed as provided uucler "Measureinent" will be paid for at tlle iulit
price per eacll "Specified Remobilization" in accordance witl� Contract
❑OCURIEIItS.
c. The price shall include:
I) Deil�obilization as described in Sectiou L 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, iclle time, or lost profits associated this
Itei11.
CITY OF ['ORT WORTE{ TRV — Paits (&(2 — White Setdement Bridge
STANDARD CONSTRUCTION SPECtPICATION DOCUMGNTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 Ciry Project No. 00969
- 017000-3
MOBILIZATION AND RGMOBILIZATION
Page 3 of 4
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3. Rei��obilization 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 n�ade for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneol�s Projects
a. Measurement
I) Measui-einei�t for this Ite�1z shall be for each Mobilization and
Demobilizatioll required by the Contract Doctmlents
b. Payment
1) The Work performed and materials ftu�nished in accordance with this Item
and measured as provided uncier "Measurement" will be paid for at the unit
price per eaeh "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be consiclered 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) De►nobilization as described in Sectiou 1.I.A.3.a.2)
d. No paynlents will be made for standby, idle time, or lost profits associated this
Item.
5. Enlergency Mobilizations and Demobilizations for Miscellaneous Projects
1. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization requiced by the Contract Docunlents
b. Payii7ent
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measm�ement" 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 sha11 not be paicl for separately.
a The price shall include
1) Mobilization as described in Seerion 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for stanciby, idle time, or lost profits associated this
Item.
37 1.3 REFERENCES [NOT US�D]
38 1.4 ADMINISTRATIV� REQUIR�NIENTS [NOT USED]
39 1.5 SUBMITTALS [NOT USED]
40 1.( INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 llELIVERY, STORAGE, AND HANDLING [NOT USEll]
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIP[CAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Pa�ts 6& 12 — White SetUement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
oi �000-a
MOBILIZATION AND RGMOB[LIZAT[ON
Page 4 of 4
i l.11 FIELD [SITE] CONDITIONS [NOT USED]
2 112 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT US�D]
4 PART 3- EX�CUTION [NOT US�D]
_5 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH T2V — Parls (& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMGNTS Water and Sanit�ry Sewer Relocations
Revised December 2Q 2012 City Project No. 0096I
017123-I
CONSTRUCT(ON STAKING AND SURVEY
Page I of4
�
3 PART1- G�N�RAL
4 1.1 SUMMARY
S�CTION O1 71 23
CONSTRUCTION STAKING AND SURVEY
5 A. Section Includes:
6 1. Requirements for construction stalcing and construction s�uvey
7 B. Deviations fi•om this City of Fort Worth Standard Specification
8 1. Added 1.9.B.3.b.2.a.1S
9 C. Related Speci�cation Sections include, but are not necessarily limited to:
10 l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROC�DUR�S
13 A. Measurement and Payment
14 l. Construction Stalcing
I S a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The worlc performed and the materi�ls furnislied in accordance with this
19 Item are subsidiary to the various Iteins bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidi�ry to the various Items bid.
24 b. Payment
25 1) The worlc performed and tlie materiats fiirnished in accordance with this
26 Item are subsidiaiy to the various Items bid and no other compensation will
27 be allowed.
28 1.3 R�F�R�NC�S [NOT US�D]
29 1.4 ADMINISTRATIVE REQUIR�M�NTS [NOT US�D]
30 1.5 SUBMITTALS
31 A. Submittals, if required, sliall be in accordance with Section O 1 33 00.
' 32 B. All submittals shall be approved by the City prior to delivery.
33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
34 A. Certificates
35 1. Provide certificate certifying that elevations and locations of improvements are in
36 conformance or non-conformance �n�ith requirements of tl�e Conh�act Docimlents.
37 a. Cectificate must be sealed by a registered professional land surveyor in the
38 State of Teaas.
C(TY OF FORT WORTH TRV — Parts 6�C 12 — White Settlement E3ri<Ige
STANDARD CONSTRUCTION SPECtF(CATfON DOCUMENTS Water and Sanitary Sewer Relocations
Revised Uecember 20, 2012 City Project No. 00969
Ol 71 23 - 2
CONSTRUCTION STAK(NG AND SURVEY
Page 2 of4
B. Field Quality Control SubmittaLs
2 1. Documentation verifyiilg accuracy of field engineering work.
3 1.7 CLOSEOUT �JBMITTALS [NOT USED]
4 1.8 MAINT�NANC� MAii,RIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANCE
6 A. Construction Stalting
7 1. Constrnction staking will be perfornled by the City.
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2. Coordination
a. Coutact Ciry's Project Representative at least 2 weelcs in advance for
scheduling of Construction Stalting.
b. It is the Contractor's responsibility to coordinate stalcing such that constr�iction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserviilg aiid maintaining stalces fiirnislied by
City.
b. If in the opinion of the City, a siifficient innnber of stakes or marlcings have
been lost, destroyed or distiu�beci, by Contractor's neglect, such that tlle
contracted Work cannot take place, then the Contractor will be required to pay
tlte City for new stalting with a 25 percent marlaip. The cost for staldng will be
deducted fi�ou1 the payment due to the Contractor for the Project.
B. Construction Survey
Construction Survey will be perfor�ned by the City.
2. Coordination
a. Coutractor to verify that control data established in the design survey remains
intact.
b. Coordinate with the City prior to field iilvestigation to deternune which
horizontal and verYical control data will be required for construction survey.
a It is the Contractor's responsibility io coordinate Construction Slu�vey such that
constrttction activities are not delayed or uegatively inlpacted.
cl. Notify City if any control data needs to be restored or replaced due to danlag�e
caused during construction operations.
1) City sliall perform replacements and/or restoratious.
3, General
�. Consh�tction survey will be performed in ordei• to maintaiil complete aild
accurate logs of control and survey work as it pco��esses for Project Records.
b. The Contractor will need to ensuce coordiization is maintained with the City to
perform construcYion survey to obtai�l constructiou features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowliue elevations ailci coordinates for each manliole or
junction structure
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locatioi�s:
(1) Every 250 linear feet
C[TY OF FORT b1+ORTH TRV — Parts 6& 12 — 4Vhitc Settlement Qridgc
STANDARD CONSTRUCTION SPEC(F[CATION DOCUMENTS W�ter and Sanitary Setver Relocations
Revised December 20, 2012 City Project No. 009(9
01 71 23 -3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
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c.
d.
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test st�tions
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fu•e lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Mai�llole i�im and vent pipe)
(11) Blow off valves (Manl�ole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
(15) Flush Mounted Permanent Utility Ma►•kers
b) Storm Sewer
(1) Top of pipe elevations �nd coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitaiy Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Eveiy 250 linear feet
(b) Horizontal aud vertic�l points of inflection, eurvature, ete.
(c) Cleanouts
Construction survey will be performed in order to maintain complete and
accurate logs of control and survey woric associated with meeting or exceeding
the line and ��ade required by tliese Specifications.
The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including biit not
limited to the following:
1) Established benchmarks and control points provided for tl�e Contracror's
use are accurate
2) Benchmari<s were used to fiirnish and maintain all re%rence lines and
gl�ades for hinneling
3) Lines aud grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all liues and
grades and allow the City to check gltidance system setup prior to
begimung each tumieling drive.
5) Provide access for tl�e City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fitlly responsible for the accuracy of the worlc and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and �•ade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, invnediately notify
the Ciry and correct the installatiou in accordance with the Contract
Documents.
CITY OF FORT \��ORTH
STANDARD CONSTRUCTION SPECIFlCAT10N DOCUMENTS
Revised December 20, 2012
TRV — Parts 6 fi 12 �- A��hite Settlement Bridge
\��ater and Sanitary Sewer 2clocations
City Project No. 00969
01 7l 23 -4
CONSTRUCTION STAKING AND SUI2VEY
P�ge 4 of4
1 1.10 D�LIV�RY, STORAGE, AND HANDLING (NOT US�D]
2 l.11 FI�LD [SIT�] CONDITIONS [NOT US�T.�]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS (NOT USED]
5 PART 3 - ���CUTION
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3.1 INSTALLERS [NOT [JS�DJ
3.2 �XAMINATION [NOT USED]
3.3 PR�PARATION [NOT US�D]
3.4 APPLICATION
3.5 R�PAIR / R�STORATION [NOT USED]
3.6 R�-INSTALLATION [NOT US�D]
3.7 FI�LD �oa] SITE QUALITY CONTROL
A. It is the Contractor's responsibility to n7aintain all stakes and control data placed by t(Ze
City in accordance with this Specification.
B. Do not change or relocate stakes or coiltrol data witlloilt approval fi•om tlie City.
3.8 SYSTEM STARTUP [NOT USED]
39 ADJUSTING [NOT US�D]
3.10 CL�ANING [NOT US�D]
3.11 CLOS�OUT ACTIVITIES [NOT US�D]
3.12 PROT�CTION [NOT USED]
3.13 MAINT�NANC� [NOT US�D]
3.14 ATTACHMENTS [NOT US�D]
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OP CHANGE
3/3l/2012 D.Johnson
25
C[Tl' OF FORT WORThf TRV — Parts 6& t 2— White SetUement [3ridge
STANDARD CONSTRUCTION SPEC(FICATION DOCUMENTS \4�ater and Sanitary Se�ver Relocations
Revised December 20, 2012 City Projeet No. 00969
01 74 23 - t
CLEANING
Page 1 of 4
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SECTION 0174 23
CLEANING
1.1 SUMMARI'
A. Section Iilcludes:
1. Iiite.,inediate and final cleaning for Work not including special cleani��g of closed
systems specified elsewhere
B. Deviations from tl�is City of Fort Worth Standard Specification
l . I�1one.
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 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYM�NT PROCEDURES
A. Measurement and Payment
I. Work associated with this Item is considered subsidiary to the various Iten�s bicl.
No separate payment will be allowed for this Item.
1.3 R�I+ERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Scheciule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
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 STORAG�, AND HANDLING
A. Storage and Handling Requirenlents
l. Store cleaning products and cleai�ing wastes in containers specifically designed for
those materials.
CITY OP FORT WORTH TRV — Pa�Ys 6& 12 — White Setttement Bridge
STANDARD CONSTRUCT[ON SPECIFtCATION DOCUMENTS Water and Sanitary Se�ver Relocations
Revised July I, 20t I Ciry Project No. 00969
O(7423-2
CLGANING
Page 2 of 4
1 1.11 I+ IELD [SITE] CONDITIONS [NOT US�D]
2 L12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 21 OWNER-I'URNISH�D [oa] OWNER-SU�PPLI�DPRODUCTS [NOT US�D]
5 2.2 MAT�RIALS
6 A. Cleauing Agents
7 1. Coillpatible wiCh surface being cleaned
8 2. New and uncontaminatecl
9 3. For inanufactiu�ed s�n�faces
10 a. Material recommencled by u�atlufacCurer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURC� QUALITY CONTROL [NOT USED]
13 PART 3 - EXCCUTION
14 3.1 INSTALL�RS [NOT US�D]
15 3.2 �XANIINATION [NOT USED]
16 3.3 PR�PARATION [NOT USE�]
17 3.4 APPLICATION [NOT USCD]
18 3.5 RCPAIR / R�STORATION [NOT USED]
19 3.G RE-INSTALLATION [NOT USED]
20 3.7 I�'I�LD [o�i] SITE QUALITY CONTROL [NOT USCD]
21 3.8 SYST�M STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLCANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Cond�icC cleaning and disposal operations to coinply with laws and safety orders of
27 govei•ning authorities.
28 3. Do uot dispose of volatile wastes such as mineral spirits, oil or plint thiuner in
29 storm or sanitary draii�s 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 mai�ner approved by City and regularory agencies.
33 6. Handle materials in a controllecl mauner with as few handli�igs as possible.
CITY OF PORT W02TH TRV — Pa�ts 6& I2 — Whitc Setdement Bridge
STANDA2D CONSTRUCTION SPEC[FICAT[ON DOCUMGNTS Water 1nd Sanitlry Sewer Relocations
Revised July I, 201 1 City Project No. 00969
01 74 23 - 3
CLEANING
Pugc 3 of �
l 7. Thorougl�ly clean, sweep, wash and polish all Work and equipment associated with
2 this project.
3 8. Remove all signs of temporary constr��ction and activities incidenta] to consri�uction
4 of required permanent Work.
5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
6 have the cleaning completed at the expense of the Contractor.
7 10. Do not burn on-site.
8 B. Intermediate Cleaning dlu�ing Construction
y 1. Keep Work areas cleai� so as not to hinder health, safety or convenience of
10 persoilnel in existing faeility operations.
11 2. At maximum weekly iiltervals, dispose of waste materials, debris aild rubbish.
12 3. Confine consCr��ction debris daily iu strategically located coi�tainer(s):
13 a. Cover to prevent blowiilg by wind
14 b. Store debris away from const�uction or operational activities
15 c. Haul from site at a minimum of once per week
16 4. Vacuum clean interior areas when ready to receive finish paii�ting.
17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
19 may beconle airborne or transported by flowing water during the stornl.
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C. InCerioi• Final Cleaning
1. Ren�ove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, letlses, lamps ai�d trims clean.
3. Wash aud shine glazi�lg and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean pernlanenC filters and replace disposable filters if units were operated
during co��struction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lam�s.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
l. 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 roaclway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder oi• disrupt the flow of traffic along the roadway.
3. Clean auy interior areas including, but not liinited to, vaults, �nanholes, structures,
junctioii boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, ren�ove erosion control from site.
5. Clean signs, lights, signals, etc.
CITY O[ FORT WORTH 'I'RV — Parts 6&(2 — White Settlement Bridge
STANDA2D CONSTRUCTION SPGCIP[CATION DOCUMENTS Water and Sanitary Sewer Rclocations
Reeised Juty I, 201 I City Project No. 00969
0l 74 23 - d
CLGAN W G
Page 4 of d
1 3.11 CLOSEOUT ACTIVITIES [NOT USED]
2 3.12 pROTECTION [NOT USED]
3 3.13 MAINTENANCE [NOT US�D]
4 3.14 ATTACHMENTS [NOT US�D]
5 END OI' SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIPICAT[ON DOCUMENTS Water and Sanitaq� Sewer Relocations
Revised July (, 201 I City Project No. 00)69
01 77 19 - I
CLOSGOUT RGQUIRGMGNTS
Page I of 3
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SECTION 0177 19
CLOSEOUT REQUIREMENTS
1.1 SUMMARY
A. Section Includes:
L The procedure for closing out a contract
B. Deviations from tllis City of Fort Worth Standai•d Specification
1. None.
C. Related Specification Sections include, but are not necessa�•ily limited to:
1. Division 0— Bidding Requirements, Contract Fonns and Conditions of the Contract
2. Division 1— General Require�:�ents
1.2 PRICE AND PAYMENT PROCEDUR�S
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 REFERENC�S [NOT USED]
1.4 ADMINISTRATIV� REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarailtees, boncls,
certificates, liceuses and affidavits req��ired for Work or equipu�ent as specified are
satisfacrorily filed with the City.
B. Release of Liens or Claims
1. No a�plication for final payment will be accepCed until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH TRV — Paits 6& 12 — White Settlement Bridge
STANDARD CONST2UCT[ON SPECIFICATION DOCUMGNTS Water 1nd Sanitary Sewer Relocations
Revised July i, 2011 City Project No. 00969
oi �� i�-2
CLOSEOUT RGQUiR�MGNTS
Page 2 of 3
1 LC INrORMATIONAL SUBMITTALS [NQT USED]
2 1.7 CLOS�OUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT US�D]
4 PART 3 - EXECUTION
5 3.1 INSTALL�RS [NOT USED]
6 3.2 EXAMINATION [NOT US�D]
7 3.3
8 3.4
PR�PA�ltATION [NOT USED]
CLOS�OUT PRQC�DURC
9 A. Prior to cequesting Final Inspection, submit:
10 I. ProjecC Record Documeuts in accordance with Sectiou 01 78 39
l 1 2. Operatio�� and Mainteilance Data, if required, ii1 accorda�lce wiCli SecCion 01 78 23
12 B. Prior to requesting Final Inspection, perform fival cleauing in accordance with Sectio��
13 01 74 23.
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C. FinalInspection
1. After final eleaning, provide notice to the City Project Represei�tative that tl�e Work
is coulpletecl.
a. The City will make at� initial Fival Iuspectioil with the Contractor present.
b. Upon completion of this ii�specCio�1, the City will notify the Contractor, in
writing witllin 10 business days, of any pacticulars ii1 wl�ich this inspectic�n
reveals that ttle Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately unclertake the Work
required to remedy deficieilcies and complete the Worl< to the satisfactioi� of the
City.
3. Upon completion of Work associateci with tlle iteuls listed in the City's writteu
notice, inform the City, that the required Woi•k has been completed. Upon i•eceipt
of this notice, the City, in the preseuce of the Coutractor, will make a s��bsec�uent
Final Inspection of the project.
4. Provicle all special accessories req�lired to place each item of eq��ipment in full
operation. These special accessory items iuclude, but are not fimited to:
a. Specified spare parts
b. Adequate oil and grease as req�iired for the first lubrication of the eq��ipment
a Initial fill ��p of all cheillical tanks and fuel tauks
d. Ligl�t bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as reqi�irecl for initial start-up and operatiou of al]
equipmeilt
D. Notice of Project Completion
CITY OF rORT WORTH TRV — Parts 6&(2 — White SetUement Bridge
STANDARD CONST2UCTION SPGC[FICATION DOCUMENTS W1ter 1nd Sanitary Sewer Retocatians
Revised July I, 201 I City Project No. 00)6)
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017719-3
CLOSEOUT REQUIRGMGNTS
Page 3 of 3
1. Once tl�e City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Represei7tative to complete the following
additio��al forms:
a. Final Paymeut Request
b. Statement of Contract Tin1e
c. Affid�ivit of Paymeut and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if rec�uired)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
l. Upou review and acceptance of Notice of Project Completioi� ancl Supporting
Documentation, in accordance with General Condirions, City will issue Letter of
Final Acceptai�ce aud release the Final Payment Request for payment.
3.5 R�PAIR / RESTORATION [NOT TJSED]
3.6 RE-INSTALLATION [NOT US�D]
3.7 Ii'IELD [oa] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
39 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITI�S [NOT USED]
3.12 PROT�CTION [NOT USED)
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
29
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIPICATiON DOCUMENTS
Revised July 1, 201 I
TRV — Paits 6& t2 — White Settlement Biidge
Water and Sanitnry Sewer R�locations
Ciry Project No. 00969
01 78 23 - I
OPGRATION AND MAINTGNANCE DATA
Page I of 5
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SECTION O1 78 23
OPERATION AND NtAINTENANCE DATA
1.1 SUMMARY
A. Section Incllides:
1. Product data and related information appropriate for City's maiutenance ai�d
operation of products fur��ished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. I��rigation Controlleis (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standarcl Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requicements, Contrace Forms and Conditions of the ContracC
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 L Work associated with this Item is considered subsidiaiy to the various Items bici.
20 No separate paymeut will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIR�iVIENTS
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 O1 33 00 . All subuiittals shall be
28 approved by the City prior to delivery.
29 L6 INI+ORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of ai� instructional i�lanual for use by City personnel.
32 2. Format
33 a. Size: 8'/z inches x I 1 inches
34 b. Paper
35 I) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or meta]
37 c. Text: Manufaeturer's pri��ted data, or neady typewi-itten
CITY OP FORT W02TH
STANDARD CONSTRUCTION SPECII=ICAT[ON DOCUIviGNTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
017823-2
OPERATION AND MAINTGNANCE DATA
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d. Drawings
1) Provide reinforced punched binder tab, bind in witll text
2) Reduce larger drawiugs and fold to size of text pages.
e. Provide fly-le�f for each separate product, or each piece of operating
equipment.
1) Provide typed description of prociuct, ancl ►uajor component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each vol��me with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of sepai•ate str��cture as applicable
c) Ide��tity of geiieral subject matter covered ii1 the mau�ial
Bindeis
a. Commei•cial quality 3-ring biuders with durable and cleanable piastic covers
b. Wheu multiple bindeis are used, correlate the data into related consistent
groupings.
If available, provide an electroi�ic foru� of the O&M Man��al.
B. Manual Content
Neatly typewritten table of contents foi• eac(1 vol�iule, arranged in systematic order
a. Contractor, ilame of responsible principal, address and telephone nuil�ber
b. A list of each product required to be incl�ided, i��dexed to content of dle volume
c. List, with each product:
1) The name, address and telepho�le nuil7ber of tlle subcontractor or i��staller
2) A list of eaeh pi•ocluct cequired to be inch�dec(, indexed to content of the
volume
3) Identify area of respoiisibility of each
4) Local source of supply for parts and replacement
d. Ideutify each product by product nanle and other identiFying symbols as set
forth ii1 Contract Documeuts.
2. Prociuct Data
a. Inelude only those sheets which are pertineut to the specific product.
b. Annotate eacl� sheet ro:
1) Clearly identify specific product or part installed
2) Clearly identify daCa applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relatioils of cc�nlpoiient parts of equipment and systeu�s
2) Control and Plow diagrams
b. Coordinate drawings witfi inforn�ation in Project Record Documents to asslu•e
correct illustration of completed installation.
c. Do not use Project Record Drawiugs as tnaintenance drawiugs.
4. Written text, as required to suppleme�it pcoduct data for the particular installation:
a. Oiganize in consistent forniat under separate headiugs for different procedures.
b. Provide logical sequei�ce of instructions of each procedure.
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPGCI�[CATION DOCUMENTS
Revised December 20, 2012
TRV — Parts 6�C 12 — White SetUement Bridge
Water and Sanitary Sewer Relocations
City Projecl No. 00)69
017823-3
OPERATION AND MAINTrNANCE DATA
Page 3 of 5
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5. Copy of eacl� warranty, bond and service contract issuecl
a. Provide iilformation sheet for City personnel givin�:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual far Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied matei-ials and finishes:
a. Mamifacturer's daCa, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Infornzation required for reordering special manufactured products
b. Instructions for care and mainte��ance
1) Manufacturei's recommendation for types of cleaning agents and methods
2) CauCions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
17 3. Content, for moisture protection and weather exposure products:
18 a. Manufacriu�er's data, giving full information on products
19 1) Applicable standards
20 2) Chemical composiCioll
21 3) Details of installation
22 b. Instructions for inspection, �naintenance and repair
23 D. Manual for Equipment and Systems
2�t 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and systeil7, as appropriate:
26 a. Descriprion of �init ancl componeut parts
27 1) Function, normal operating characteristics and linvting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up, break-in, routine and normal operating instructions
32 2) Regulation, control, stopping, shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "h�ouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicii�g and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As iilstalled control diagi•ams by conC��ols manufacturer
47 h. Each contractor's coordinarion drawings
48 1) As installed color coded piping diagrams
CITY OP FORT WORTH TRV — Parts 6 R l2 — White Settlement Bridge
STANDARD CONSTRUCTION SPECI['ICAT[ON DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 00969
o i �s zs - �t
OPGRATION AND MA[NTGNANCG DATA
Pnge 4 of 5
1 i. Chlrts of valve tag i�umbers, with location and ftmction of each valve
2 j. List of original �nanufact�u�er's sgare parts, manufacturer's current prices, and
3 recommended quaurities Co be maii�tlined in storage
4 k. OCher clata as required �mder pertiileut Sectioiis of Specifications
5 3. Content, for each electric ancl electronic system, as appropriate:
6 a. Description of system and component parts
7 1) F��nction, normal operating characteristics, aild li�niting conditioi�s
8 2) Performance c�u�ves, engineering data and tests
9 3) Complete nomenclature and commercial numbei• of replaceable parts
10 b. Cira�it directories of pailelboards
1 1 1) Electrical service
12 2) Coun�ols
l3 3) Communications
l4 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and iiormal operating i�lstructio�ls
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenanee procedures
20 I) Routine operations
21 2) Guide to "ti•o�ible shooting"
22 3) Disassenibly, repair and reassembly
23 4) Adjushnent and checl<ing
24 f. Man��facturer's pri�lted operatiilg and maintena�lce instr�ictioils
25 g. List of original manufact�u�er's spare parts, mauufacturer's current prices, and
26 recoinmeuded quantities to be maintaiued in storage
27 h. Otl�er data as required uncler pertinent Sections of Specificatious
2� 4. Prepare and include additional data wheu the need for such data becomes apparent
29 d�iring instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
31 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT US�D]
32 1.9 QUALITY ASSURANCE
33 A. Provide operatio�� and ulaintenance data by personnel witli the following criteria:
34 I. Trained and experienced in maintei�ance ai�d operation of described products
35 2. Slcilled as technical writer to tl�e extent required to commuuicate essential data
36 3. Skilled as draftsman eompetent to prepare required drawings
CITY OF FORT WORTH TRV — Parts 6& 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPBC[i'ICAT[ON DOCUMGNTS Water and Sanitary Sewer Relocations
Revised Decembcr 20, 2012 City Project No. 0096)
01 76 23 - 5
OPERAT[ON AND MAINTGNANCG DATA
Page 5 of 5
1 1.10 DELIVCRY, STORAGE, �'iND HANDLING [NOT USEL�]
2 1.11 FIELD [SITE] CONDITION� [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT US�D]
5 PART 3 - �XCCUTION [NOT USED]
6 END OI+ SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/3 U2012 D. Johnson 1.S.A. l— title of sec[ion removed
8
CITY OF FORT WORTIi
STANDARD CONST2UCTION SPECIFICATION DOCUMGNTS
Revised December 2Q 2012
TRV — Parts 6& 12 — White Setdement Bridge
Water and Sanita�y Sewer Relocations
City Project No. 00969
1
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3 PART1- G�NERAL
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SECTION 0178 39
PROJECT RECORD DOCUMENTS
01 7b 39 - i
PROJGCT RGCORD DOCUMENTS
Page L of �}
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project ancl 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
I. None.
C. Related Specification Sections inclucle, but are uot necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRIC� AND PAYMENT PROC�DUR�S
A. Measurement ai�d Pay�l�ent
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 R�FERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBNIITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOS�OUT SUBMI`TTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANC�
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, tnaking adequate
and proper eutries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the chailge 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
Recorcl Documents.
CITY OP FORT WORTH
STANDARD CONSTRUCT[ON SPGCIFICAT[ON DOCUMGNTS
Revised July I, 201 I
TRV — Parts 6& 12 — White Settlement Bridge
Water and Sanita�y Sewer Relocations
Ciry Project No. 0096)
017839-2
PR07GCT RECORD DOCUMENTS
Page 2 oP 4
1 3. To facilitate acc�u�acy of records, make entries within 24 tlouis after receipt of
2 information that the change has occurred.
3 4. Provide factual information regardi�lg all aspects of tlle Worn, both concealed and
4 visible, to enable fut�u�e modificatioil of the Work to proceed witliout lengtl�y ancl
5 expensive site meas�u�ement, investigatiou aild examination.
6 1.10 STORAG� AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maiutaiu the job set of Record Documeuts completely protected from cieterioratioii
9 and from loss aud damage until com�letion of the Work ancl transfer of all recorded
10 data eo the final Project Record Documents.
I 1 2. In Yhe eveut of loss of recorcled d�ta, use meai�s necessary to agaiu secure the data
IZ to the City's approval.
13 a. Iu s�ich case, provicte replacements to tlie standards originally required by the
14 Contract Documents.
15 1.11 I+I�LD [SITE] CONDITIONS [NOT USCD]
16 1.12 WARRANTY [NOT US�D]
17 PART 2 - PRODUCTS
18 21 OWN�R-FURNISH�D [o►z] OWN�R-SUPPLI�D PRODUCTS [NOT USED]
19
20
21
22
23
24
25
26
27
2.2 R�CORD DOCUM�NTS
A. Job set
1. Proniptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 conlplete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a Yime nearing the completion of the Work and prior to Final I��specCion, provide
the City 1 eomplete set of all Final Record Drawings ii1 the Coutract.
2.3 ACC�SSORI�S [NOT US�D]
2.4 SOURC� QUALITY CONTROL [NOT US�D]
28 PART 3 - �X�CUTION
29 31 INSTALL�RS [NOT US�D]
30
31
32
33
34
35
3.2 �XAMINATION [NOT USED]
3.3 PR�PARATION [NOT US�D]
3.4 MAINTENANC� DOCUMENTS
A. Maintenance of Job Set
L Imn�ediately �ipon receipt of the job set, identify eaeh of the Doc��inents with the
tide, °RECORD DOCUMENTS - JOB SET".
CITY OP P02T WORTH TRV — Parts 6& 12 — White Setdement Bridge
STANDA2D CONSTRUCT[ON SPGCIFICATION DOCUMGNTS Water 1nd Sanitary Sewer Relocations
Revised 7uly I, 201 I City Project No. 00969
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017839-3
PROJECT RGCORD DOCUMGNTS
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 pei�formed, devise a
suitable method for proCecting the job set.
b. Do not use the job set for auy purpose except entry of new data and for review
by the City, until start of transfer of data to fii�al Project Record Documents.
e. Maintain the job set at the site of work.
Coordination with Consti•uction Survey
a. At a minimum, in aecordance with the intervals seC forth in Section 01 71 23,
clearly mark any cleviations from Coi�tract Doc�unents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or inclelible pencil), ciearly describe the
change by gcaphic line and note as required.
c. Date all entries.
d. Call attention to the ent��y by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
chan�es.
5. Convei•sion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar iCems, are shown schematically and are not intended to
portray precise physical layout.
I) Final physical arrangement is detern�ined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may rec�uire
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show oi1 the job set of Record Drawings, by dimension accurate to within 1
iuch, the centerline of eacl� run of items.
1) Final physical arrangelnent is determined by the Contractor, subject to the
City's approval.
2) Show, by sytnbol or note, the vertical location of the Iteiu ("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 beiug issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
l. Transfer of data to Drawings
a. Carefully transfer change data shown o�� the job set of Record Drawings to the
corresponding final documents, coordinating the cha��ges as required.
b. Clearly indicate at each affected detail aud other Di•awii�g a fiill description of
changes made during construction, and the actual location of items.
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS
Revised July I, 201 I
TRV — Parts 6& 12 — White Setdement Bridge
Water and Sanitlry Se�ver Relocations
City Project No. 00969
O17�39-4
PROJGCT 2ECORD DOCUMENTS
Page 4 of 4
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c. Call attention to each entry by drawilig a"cloud" aro��nd Che area or areas
affected.
d. Mal<e changes neatly, consistently and with the proper u�edia to assure
longevity and clear reproduction.
2. Tcansfer of data to other pocumeuts
a. If the Doc�ul7euts, other than Drawings, have been kept clean during progress of
the Work, and if ent��ies thereon have been orderly to the approval of the City,
the job set of those Doc�iments, other than Drawings, will be �ccepted 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 ancl
hanclling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 ItE-INSTALLATION [NOT US�D]
3.7 I� I�LD [oa] SIT� QUALITY CONTROL [NOT USGD]
3.8 SYSTCM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
3.10 CL�ANING [NOT USED]
311 CLOSEOUT ACTIVITIES [NOT USED]
312 PROTECTIOI`I [NOT USED]
3.13 MAINT�NANC� [NOT USED]
3.14 ATTACHMENTS [NOT US�D]
END OF SECTION
Revisioii Log
DATE NAME SUMMARY OF CHANGE
26
CITY O!' F02T WORTH
STANDARD CONSTRUCTION SPECIF[CATION DOCUMGNTS
Revised July I, 201 I
TRV — Parts 6& 12 — White Settlement Bridge
Water 1nd Sanitary Se�ver Relocations
Ciry Project No. 00)6)
33 01 31 - I
� CLOSED CIRCUIT T6LEVIS[ON (CCTV) fNSPGCTfON
Page I of 5
�
S�CTION 33 O1 31
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
3 PART1- G�N�RAL
4 1.1 SUMMARY
5 A. Section Inc(u�es:
0 1. Requirements and procedures for Closed Circuit Television (CCT� Inspection of
7 sanitaiy sewer, storm sewer mains or water mains.
8 B. Deviations fi�om this City of Fort Worth Standard Speciiication
9 L Modified 1.1.A.1
10 2. Added 3.4.C.3
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C. Related Specificatiou Sections include, but are not necessarily liinited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems
4. Section 33 04 50 — Cleanin� of Sewer Mains
PRICE AND PAYMENT PROC�DUI2ES
A. Pre-CCTV Inspection
L Measurement
a. Measurement for this Item will be by the linear foot of line televised for CCTV
Inspection performed prior to any line modification or replacenlent determined
fi�om the distance recorded on the video tape log.
2. Payment
a. The worlc performed and inaterials fi►rnished iu accordance with tlus Item and
n�easured as provided under "Measurement" will be paid for at the �mit price
bid per linear foot for "Pre-CCTV Inspection".
1) Contractor will not be paid for unaccepted video.
3. The price bid shall include:
a. Mobilization
b. Cleaning
c. Digital file
B. Post-CCTV Inspection
I. Measurement
a. Measurenlent for tlus Item will be by the linear foot of line televised for CCTV
Inspection performed following repair or ulstallation determined from the
distance recorded on the video tape log.
2. Payment
a. The work performed and materials furnished in accordance witti tllis Item and
measured as provided under "Measurement" will be paici for at tLie lmit price
bid pec linear foot for "Post-CCTV Inspection".
C[TY OF FORT WORTtI
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised Uecember 20, 2012
T2V — Parts C�C 12 —���hitc Settlement Qridge
Water and Sanitary Se�ver Relocations
City Project No. 00969
33 01 31 - 2
CLOSED C[RCUIT TELEV[SION (CCTV) INSPECTION
Page 2 of 5
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1) Contractor will not be paid for �maccepted video.
3. T(le price bid shall include:
a. Mobilization
b. C(e�ning
c. Digital file
REFGR�NC�S
A. Reference Standards
L Reference standards cited in this Specifieation refer to the current reference
stauda?•d p,�hlished at the tiine of the latest revision date logged at the end of this
Specification, ui�less a date is specifically cited.
2. City of Fort Worth Water Deparnnent
a. City of Fort Worth Water Department CCTV Inspection and Defeet Coding
Program (CCTV Manual). Contaet Field Operations to obtain a copy of the
CCTV Manual.
15 1.4 AI;MINISTRATIVE R�QUIR�MENTS
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24
A. Coordination
1. Sanitary Sewer Lines
a. Meet with City of Fort Worth W�ter Department staff to confu�m that the
appropriate eqitipment, software, standard templates, defect codes and defect
raiilciugs ace being iised, if reqltired.
2. Stocm Sewer Lines
a. Meet witll City of Fort Worth Transportatioi�/Public Worlcs Department staff to
confirnl ttiat tlie appropriate equipment, software, standard templates, defect
codes and defect raiilcings are being used, if reqiiired.
25 1.5 SUBMITTALS
26 A. Submittals s1i�IL be in accordance with Section Ol 33 00.
27 B. All sub�nittals shal( be approvecl by the Engineer or the City prior to delivery.
28 1.6 INFORMATIONAL SOBMITTALS
29
30
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32
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34
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36 1.7
A. Pre-CCTV si�bmittals for sanitary sewer lines 24 inches and larger, if rec�uired
1. Project schedule
2. Listing of cleaning eqnipment and procedures
3. Listing of flow diversion procedures
4. Listing of CCTV equipment
5. Listing of baclaip and standby equipment
6. Listing of safety precalitions and traffic coiitrol iile�sures
CLOS�OUT SUBM[TTALS
37 A. Post-CCTV submittals
38 1. 2 copies of CCTV video results on DVD
39 2. 2 hard copies of Inspection Rel�ort
C(TY OF FORT WORTI I TRV — Parts 6& 12 — White Setdement Qridge
STANDARD CONSTRUCTION SPECfF[CATION DOCUMENTS Water and Sanitary Sewer Relocations
[tevised December 20, 2012 City Project No. 00969
33 01 31 - 3
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 3 of 5
1 1.8 MAINT�NANC� MAT�RIAL SUBMITTALS [NOT US�D]
2 1.9 QUALITY ASSURANCI; (NOT USED]
3 1.10 D�LIV�RY, STORAG�, AND HANDLING [NOT US�D]
4 1.11 FI�LD [SIT�] CONDITIONS [NOT US�D]
5 112 WARRANTY [NOT USED]
6 PART 2- PRODUCTS [NOT US�D]
7 PART 3 - �X�CLJTION
8 3.1 INSTALL�RS [NOT USED]
9 3.2 GXAMINATION [NOT USED]
[[��
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3.3 PR�PARATION
A. Saiutary Sewer Lines
1. CCTV Equipment
a. Use equipment specifically designed and constructed for such inspection.
b. Use equipment designed to operate in 100 percent humidity conditions.
c. Use equipment with a pan (�270 degcees), tilt, and rotates (360 degrees).
d. Use camera with an �cciirate footage counter that displays on the inonitor the
distance of the camera (to the nearest 1/10 foot) from the centeriine of the
starting maiil�ole.
e. Use camera with height adjustment so camera lens is always centered at 1/2 the
inside diameter, or higher, in the televised pipe.
f. Provide sufficient lighting to ilhmlinate the entire peripl�ery of the pipe.
g. Provide color video.
h. Use the Fort Worth Water Department standardized inspection and coding
program by LT. software with pre-configured template.
1) See CCTV Manual.
2. Temporary Bypass Puulping — Conform to Section 33 03 10.
3. Cleaning — Conforin to Section 33 04 50.
B. Storm Sewer Lines
1. Coordinate with City of Fort Wortll Transportation/Public Works Department for
CCTV equipment and cleaniug requueinents.
3.4 INSP�CTION (CCTV)
A. General
1. Begin inspection immediately after cleaning of the main.
2. Move camera throiigLl the line in either direction at a moderate rate, stopping wl�en
necessaiy to permit proper dociunentation of the main's condition.
3. Do not nlove camera at a speed �,n�eater than 30 feet per mirntte.
CITY OF FORT WORTH TRV — Parts 6& t2 — White Settlement E3ridge
STANDARD CONSTRUCTION SPECfFfCATION DOCUMENTS \4�ater and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 009G9
33 oi si -a
CL.OSED CIRCUIT TELEVISION (CCTV) [NSPECTION
Page4 of5
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4. Use manual winches, power winclles, TV cable, and power rewinds that do not
obstruct the canlera view, allowing for proper evaluation.
5. During investigation stop caniera at eacll defect alon� the inain.
a. Record tlie nature, location and orientation of the defect or infiltration location
as specifieci in the CCTV Mamial.
6. Pan and tilt the camera to provide additioiial detail at:
a. Manholes
b. Service com7ections
c. Joints
d. Visible pipe defects such as cracks, brolcen or deformed pipe, holes, offset
joints, obstructions or debris
e. Infilh•ation/Inflow locations
£ Pipe nlaterial h•ansitions
g. Otlier locations tliat do not appear to be rypical for normal pipe conditions
7. Provide accurate distance meastuenlent.
a. The meter device is to be accurate to the nearest 1/10 foot.
8. CCTV inspections are to be continttotis.
a. Do not provide a single segment of main on more than 1 DVD.
B. Pre-Installation Inspection for Sewer Maius to be rehabilitated
1. Perform Pre-CCTV inspection inunediately after cleaning of the nlaiil a►1d before
rehabilitation worl<. �
2. If, during inspection, the CCTV will not pass through the entire section of �17ain dlie
to b(ocl<age or pipe defect, set up so tlle inspection can be performed fro1�1 the
opposite manhole.
3. Provisions for repairing or replaeing the impassable location are addressed in
Section 33 31 20, Section 33 31 21 and Section 33 31 22.
C. Post-Inst�llation Inspection
1. Complete mauhole installation before inspection begius.
2. Prior to inserting tlle camera, flusli and clean tlie main in accordance to Section 33
04 50.
3. Where designated on the plans to perform Post-CCTV I�ls��ection on water mains,
inspect each joint 360 de rg ees•
D. Documentation of CCTV Inspection
1. Sanitary Sewer Lines
a. Follow the CCTV Mamial foi• tlie inspection video, daYa logging aild reporting.
2. Storul Sewer Lines
a. Provided documentatiou for video, data logging, and reporting in accordance
with City of Fort Worttl Transportatioi�/Public Worl<s Department
requirements.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[F[CAT[ON DOCUMENTS
2evised December 20, 2012
TRV — P<uts 6 fi 12 — 1�hite Setdement I3ridge
Water and S�mitary Sewer Relocations
City Project No. 00969
33 01 31 - 5
CLOSED CIRCUIT TELEVISION (CCTV) INSP�CT[ON
Page S of 5
1 3.5 REPAIR / R�STORATION [NOT USED]
2 3.6 RE-INSTALLATION [NOT US�D]
3 3.7 FI�LD [oa] SIT� QUALITY CONTROL [NOT US�D]
4 3.8 SYST�M STARTUP [NOT US�D]
5 3.9 ADJUSTING [NOT US�D�
6 3.10 CL�ANING
7 A. See Section 33 04 50.
8 3.11 CLOSEOUT ACTIVITIES [NOT USED]
9 3.12 PROTECTION [NOT USED]
10 3.13 MAINTGNANC� [NOT US�D]
11 3.14 ATTA�HM�NTS [NOT USED]
12 �ND OF S�CTION
13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
l2/20/2012 D. Johnsou Various— Added requirements for coordination with T/PW for Srorm Sewer CCTV
CITY OF PORT WORTFI
STANDARD CONSTRUCI'lON SPF,CIFtCATION DOCUMENTS
Revised Decembcr 20, 2012
TRV — Parts 6&( 2— White Settlemeiit Bridge
Water and Sanitary Sewer Relocations
Ciry Project No. 00969
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S�CTION 33 04 44
SETTLEMENT MONITORING
33 04 44
SETTLEMENT MON(TORfNG
��3�e i �f�x
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Furnishing, inst�lling, and monitoring settlelnent instrumentation for
measurin� ground movements around and above trenchless
construction operations. The Work includes, but is not limited to:
installing surface monitoring points, installing subsurface monitoring
points, furnishing monitoring equipment, and recording observations
and ineasurements fi�oin the monitoring points on a periodic basis
before, during, and after trenchless construction.
B. Deviations fi•oin this City of Fort Worth Staildald Specification
1. None
C. Related Specification Sections inchide, but are not necessarily limited to:
1. Division 0— Bidding Requll�ements, Contract Forms, and Conditions of
the Contract
2. Division 1— General Requn-ements
3. 33 OS 27 — Open-Shield Pipejacicing
4. 33 OS 28 — Pilot Tube Microtunneling
5. 33 OS 41 — Shaft Excavation and Support
6. 33 OS 45 — Contact Grouting
1.2 PRIC� AND PAYMENT PROC�DURES
A. Measurement and Payment:
1. Measurement:
a. This Item is considered subsidiary to Steel Casing Pipe
installation.
2. Payinent:
a. The worlc perfor�ned and inaterials furnished in accordance with
this Item are considered slibsidiary to the unit price bid per unit
linear foot of By Other than Open Cut ancl By Other than Open
Cut Under Bypass Channel installation of Steel Casing to be
completed in place and no other compensation will be allowed.
1.3 REFER�NC�S
A. Definitions:
CITY OF FORT W02TH
STANDA2D CONSTRUCTION SPECIFICATION DOCUMENTS
TRV - P�rts 6& 12 - 4Vhite Settlemeiit Bridge
Water and Sanitary Sewer Relocations
City Project N�. 00969
33 04 44
SETTLEMENT MONITORING
Page 2 oi'8
1 l. Surface Monitoring Points: A marlcing established as � baseline for
2 nleasurulg elevation of the grounu surface using optical survey
3 methods.
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9 1.4
10 1.5
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34
3S
�
2. Subsurf�ce Monitorulg Point: A cased borehole settlement monitoriug
point locaeed above the tumiel crown used %i• detecting settleinent
between the location of the settlement point and the tunnel excavation.
B. Reference Documents:
1. Appendix GC-4.02: Subsurface and Physical Conditions
ADMINISTRATIVE REQUIREMENTS [NOT USED]
SUBMITTALS
A. Subnlittals shall be made in accordance with Sectiou O1 33 00.
B. Ali subinittals shall be approved by the Engineer or the City prior to
delivery.
C. Review and aeeeptance of the Contractor's subnuttals by the Engineer shall
uot be construed in any way as relieving the Contractor of its responsibilities
under this Contract.
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Qualifications:
1. Submit surveying personnel qLlalifieations in accordance with the
requirements herein.
B. Shop Drawings:
1. Submit the following, at least one (1) month before scheduled
installation of n�onitoring points:
a. Instrumentation Schedule: Subnlit the proposed schedule for
insialling the surface and subsurface nlonitoring points.
b. Description of inethocls and materials for installing ancl protecting
surface and subsurface monitoring points.
c. Drawuigs with locations of proposed monitoruig poults sl�owil in
plan ancl profile.
C. Reports and Reeords:
1. The Contractor shall submit all reports of monitoring clata to the
Engineer.
2. Within 72 holirs following installation of the inshuulents, subulit:
a. Drawings showing the act�ial as-biiilt installed location
b. Instrument identificatiou number
1.6
c. Insh�tunent type
CtTY OF FORT WORTN
STANDARD CONSTRUCT[ON SPECIF[CATION DOCUMGNTS
TRV - Parts 6& 12 - White Settlement F3ridge
Water and Sanitaq� Se�ver Relocations
City Project No. 009(9
33 oa a�
SETTLENIENT MONITORING
Page 3 of 8
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30 1.11
31 1.12
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d. Iilstallation date and tiine
e. Tip elevation and instrument length.
f. Include details of installed instruments, accessories and protective
measures inchiding all diulensions and lnaterials used.
Submit surveyed baseline measurements of all monitoring points at
least seven (7) days prior to coimueucin� excavation to establish
baseline readings.
Submit surveyed uleasurements of monitorulg points during and after
construction in accordance with PART 3 of this Specification.
CLOS�OUT SUBMITTALS [NOT US�D]
MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
1.7
1.8
QUALITY ASSURANCE
A. Surveyor Qualifications: All sLirveying shall be performed by a land
surveyor licensed in the State of Texas with previous experience surveying
for the detection of surface deformations.
B. Should actual field conditions preveiit installation of instiuments a�t the
location shown on the Drawiizgs or specified herein, obtain written
acceptance fi•om the Engineer for new instrument location and elevation.
C. Surveying for inonitoring settlement iilstrtunentatioii sha11 be referenced to
the same control points and benchiilarlcs established for setting out the Worlc.
Control points shall be tied to benchrnarlcs and other moniullents outside of
the zone of influence of the excavation or trencl�less construction.
D. Installation of inshulnentation shall, at all times, be perforined in the
presence of the Engineer.
E. Contractor shall provide access and assistance to the Engineer for obtainulg
supplei7�ental monitoring data, as requestecl by Engineer.
F. Provide data fioin readuigs of all monitoring points to the Engineer within
24 hours of reading.
DELIVERY, STORAG�, AND HANDLING [NOT USED]
FIELD [SITE] CONDITIONS [NOT USED]
WARRANTY [NOT USED]
1.9
32 PART 2 - PRODUCTS
33 2.1 OWN�R-I'URNISHED [OR] OWN�R-SUPPLIED PRODUCTS [NOT
34 USGD]
35 2.2 MATCRIALS
36 A. Surface Monitoring Points:
C[TY OF FORT WORTH TRV - Parts 6& 12 - White Settlement [3ridge
STANDARD CONSTRUCTION SPECIF'ICATION DOCUMENTS Watcr and Sanitary Sewer Relocations
City Project No. 00969
33 oa aa
SETTLEMENT MONITORING
P�ge 4 of 8
1 1. Surface monitoring pouits shall be established by an inscribed n1ar1<iiig
2 or approved surveyor's uail driven flush with the surface ui asphalt or
3 concrete paved areas.
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5
6
7
:
2. In landscapecl areas, surface monitoring points shall be established by
driving a 2-inch by 2-inch tiinber stalce flush witl� the ground. The
stalce shall be driven to a depth requu�ed to provide a stable inonitoring
point given the soil conditious.
3. Eaeh monitoring point shall have a tag or marlcing indic�ting the station
and offset from centerline.
10 B. Subsurface Monitoring Poiuts:
11
12
13
14
Subsnrface Monitoring Points shall be established aild installed as
indicated on the Drawings. Each point shall consist of a#6 rebar
settlement rod u�st�lled withul, and isolatecl fiom, a PVGcased
borehole.
15 2. The settlemeut rod shall be driven 6 to 12 inches past the bottom of the
16 borehole casing into undistlirbed grotuld, and the tips shall be located at
17 five feet above the pipe crowiz centerinie as notecl on the Drawings, or
18 as d'u•ected by the Engineer.
19 3. The settlement rod shall be secured to the PVC casing with a 12-inch
20 length of loose cable or chain to prevent the rod fronl falling more than
21 approxim�tely 12 inches.
22 4. The casing sha11 be flush with pavement or recessed, �nd capped and
23 protected with a road box if installed within traffic lanes, shoulders,
24 parking lots, or bilce lanes �ncl shall be in accordance witl� applicable
25 permit requireuients.
26 C. Design Criteria:
27
28
29
30
31
1. Any grouild movements (settlement/heave) shall be lllnited to v�tlttes
that shall not cause dainage to adjacent utilities and facilities. In no
case shail settlelnents exceed the applicable values listed in Table 1
below.
Table 1— Maximum Altowable Settlement / Heave Values
Site Feature Allowable Settlement / Heave
(inches)
Railroad Tracks 0.25
Surface Sh�eets 0.50
Undeiground Utilities 1.00
CITY OF FORT \�ORTF( TRV - P�rls 6& 12 -\��hile Settlement Bridge
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS Water and S�nitary Sewer Relocltions
City Project No. 00969
33 04 44
SETTLEMENT �fONITOR[NG
Page 5 of 8
Unimproved Ground
3.00
1
2 PART 3 - �XCCUTION
3 3.1 INSTALLERS [NOT USED]
4 3.2 EXAMINATION [NOT US�D]
5 3.3
6 3.4
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PR�PARATION
INSTALLATION
A. General:
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24 B
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36
37
1. Install all inonitoring pou�ts and instruinentation within one-half (0.5)
foot of the horizontal and vertical location shown on the Drawings or as
di�ected by the Engineer. Additional sLirface inonitoring points may be
requu•ed and shall be installed as dll•ected by the Engineer.
2. Instrumentation sha11 be lllstalled at the locations shown on the
Drawings, and as approved by the Engineer. Instniments shall be
iilstalled in accordance with the approved installation schedule.
3. The Contractor shall Iocate conduits and underground utilities ui all
areas where borings ase to be drilled and insh�unlents installed.
Instrument loeations shall be modified, as approved by the Engineer, to
avoid interference with the existing conduit and utilities. The
Contractor shall rep�ir damage to existing utilities resitltuig from
instrument installations.
4. Contractor shall install and perform a baseluie survey of all sLuface and
subsurface settlement monitoring devices at least 7 days prior to
excavation.
Monitoring Frequency:
1. Surface Monitoring Points: Initial survey measurements shall be
obtauled prior to any excavation and daily after beginning excavation,
or trenchless construction.
2. Subsurface Monitoring Poults: Once h-enchless construction begins,
subsurface monitoring points within 50 feet of the ninnel face shall be
surveyed once for every 10 feet of tunnel progress, and at least once
daily.
3. All monitoring points sha11 be surveyed at least once per day during the
applicable trenchless construction operations. Points arounci shaft
excavations shall be monitored dtu-ing sh�ft construction and points
above tunneling operation shall be monitored durin� tumiel
construction. Once these operations are complete, all settlement
inonitoring devices shall be surveyed once per day for the first seven
C(TY OF FORT WORTH TRV - Parts 6& 12 -A��hite Setttement Bridge
STANDARD CONSTRUCTION SPEC[F[CATION DOCUMENTS Water and Sanitary Se�ver Relocations
City Project No. 00969
33 04 44
SETTLEMENT MONITOR[NG
Page 6 o f 8
1
2
days, once at 14 days, and once at 30 days after completion of the
trenchless worlc.
3 C. Surface Monitoring Points:
4
5
6
7
Establish a system of sLlrface inonitoring points. Monitoring point
locations are shown on the Drawings. Up to eight (8) additional
monitoring poult locations shall be determined jointly by the Engineer
and Contractor in the field prior to eonstruetion.
8 2. Surveying of slu-face monitoring points shall consist of detern.uling t?ie
9 elevation of each inonitoring point with respect to a benchmark
10 selected by the Enguieer to a precision of 0.01 foot.
11 D. Subsurface Monitoring Points:
12
13
Notify tl�e Engineer at least 3 days in advance of installing subsurface
monitoring points.
14 2. The subsurface monitoring points shall be installed as close as
15 practicable to the locations shown on the Drawiugs. The Engineer nlay
16 modify subsurface monitoring point locations depending on field
17 conditions, eonflieting utilities, aud monitoring objectives.
18 3. Locate and confum all utilities and protect utilities or relocate
19 nlonitoring points as necessary to protect all utilities. Follow State
20 laws and accepted industry procedures for one-call notification and
21 visual eonfi�matiou of locations of all crossing or �djacent utilities.
22
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29
30
4. Subsurface nlonitoring point installations sh�ll be eompleted at least 7
days in advance of conunencing shaft constructioll, or trenehless
construction.
5. Conduct drilling operations using appropriate methods that are
consistent with anticipated geologic conditions. Use mud rotary wash
methocls or provide casing as requi�ed to hold drill hole open.
6. Subsurface monitoring rods shall move fi•eely with the soil at the tip
and shall be isollted fi•om the soil surrounding the borehole by the
casing.
31 7. Protection: Install protective housing with cap. Protective housing
32 shall be installed within a flush-mounted precast concrete box or vauli
33 if in traffic lanes or paved areas, so as not to obstruct vehicle or foot
34 trafiic, and shall be in accordance with TxDOT stanclards and permit
35 requu-ements.
36 8. Stu�veying of subsurface monitoring points shall consist of deternlining
37 the elevation of each nlonitoring rod with respect to a benchmarlc
38 selected by the Engineer to a precision of 0.01 foot.
CITY OF FORT WORTH TRV - Parts 6& 12 - 4Vhitc Settlement Qridge
STANDARD CONSTRUCT[ON SPEC[FICATION DOCUMENTS Water and Sanitary Sewer Relocations
City Project No. 00969
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33 04 44
SETT[.EMENT �tON(TORING
Page 7 of 8
9. All instrumentation shall reinain the property of the Contractor
folic�u�ing completion of the Work, and shall be removed or abandoned
accorcling to applicable codes and standards, unless otherwise noted.
Instrument Protection, Maintenance and Repau-:
l. Protect the instruments and surface control points from damage.
Damaged installations shall be replaced or repaired prior to continuing
excavation, or trenchless construction, unless permitted otherwise in
writing by the Engineer.
Abandoiunent of Instrulnents:
1. Stuface Monitoring Poiuts:
a. All surface monitoring points on pubiic property shall relnain in
place at the completion of the Worlc.
b. Reinove all surface monitoring points on private property dtu�ing
the cleanup and restoration worlc, or as required by the Engineer.
2. Subsurface Moizitoriizg Points:
a. Properly abandon all monitoring point boreholes, by removing the
rebar and then grouting the drilled holes with neat cement groiit.
b. Subsurface monitoring points shall be abandoued at the
conclusion of the monitoring phase (See Section 3.4 B 3) as
described in 33 OS 45 — Contact Grouting, or as requll-ed by the
Engineer.
c. Remove flush mounted surface boxes and restore surface to
origulal condition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICAT[ON DOCUMENTS
TRV - Parts (& 12 -���hite Settlement Qridge
4Vater and Sanitary Se�ver Relocatioiis
City Project No. 00969
33 04 44
SETTLEMENT MONITOR[NG
Page 8 o f S
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CLCANUP AND RESTORATION
RC-I1iiSTALLATION [NOT USED]
SIT� QUALITY CONTROL (NOT US�D]
SYSTCM STARTUP [NOT USED]
ADJUSTING [NOT USCD]
CLGANING [NO'I' USED]
Ci.(�SEOUT [NOT USED]
PROT�CTION [NOT USED]
MAINTENANCE [NOT USED]
ATTACHMGNTS [NOT US�D]
3.5
3.6
3.7
3.8
3.9
3.10
3.11
3.12
3.13
3.14
LAST PAGE OF THIS SECTION
Revision Log
DATL NAME SUMMARY OF CHANGE
15
C[Tl' OF FORT WORTEi
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS
TRV - P��rts 6& 12 - White Settlement [3ridge
Water and Sanitary Sewer Relocations
City Project No. 009(9
330510-I
UTILITY TRENCH EXCAVATION, EMBEDMENT, AND f3ACKFtLL
Page t of20
I
2
S�CTION 33 OS 10
UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACI�FILL
3 PART1- GENERAL
4 1.1 SUMMARl'
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A. Section Ine(udes:
1. Excavation, Embedment and Bacl�ll for:
a. Pressure Applications
1) Water Distribution or Transmission Main
2) Wastewater Force Main
3) Reclaimed Water Main
b. Gravity Applicatiot�s
1) Wastewater Gravity Mains
2) Stornl Sewer Pipe and Culverts
3) Storm Sewer Precast Box and Culverts
2. Including:
a. Excavation of �I1 material encountered, including rocic and unsuitable illaterials
b. Disposal of excess unsuitable material
c. Site specific trench safety
d. Pumping and dewatering
e. Embedment
f. Concrete enc�seinent for utility lines
g. Bacicfill
h. Compaction
B. Deviations from this City of Fort Worth Standard Specification
1. Modified 1.2.A.1
2. Modified 1.2.A.1.a.1
3. Modified 1.2.A.1.b.1
4. Added 3.4.A.9
5. Added 3.4.E.2.e
6. Modified 3.4.E.3.a.1
7. Modified 3.4.E.3.b.1
8. Modified 3.4.E.3.c.1
9. Deleted 3.4.E.S.e and g
10. Modifed 3.4.E.S.c.l
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Conhact 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. Sectiou 02 41 14 — Utility Reinoval/Abandomnent
CITI' OR F02T WORTH
STANDARD CONSTRUCT[ON SPGCIFICAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Parts G& 12 — White Settlement Bridge
Water and S�nitary Sewer Relocations
City Project No. 00969
330510-2
UT[L(Tl' TRENCH EXCAVAT[ON, EMQEDMENT, AND [3ACKF[[.L
Page 2 of 20
1 6. Section 03 30 00 — Cast-in-place Concrete
2 7. Section 03 34 13 — Controlled Low Strength Material (CLSM)
3 8. Section 31 10 00 — Site Clearing
4 9. Section 31 25 00 — Erosion and Sediinent Control
5 10. Section 33 ^v5 26 — Utility Marlcers/Locators
6 11. Section 34 71 13 — Trafiic Control
7 1.2 PRIC� AND PAYM�NT PROC�DURES
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A. Measiire�i�ent and Payment
1
�
3
G�
Treucll Excavation, Embedment and Bacicf'ill associated with the installation and
removal/abaudonment of an tulderground utiliry or excavation
�. Measurement
1) This Itein is considered stlbsidiary to the installatioil and
reinoval/abandomllent of the utility pipe line as designated in the Drawings.
b. Payment
1) Tlle worlc perfornled and the niaterials fiiriiislled in accordance with tliis
Item are considered subsidiaiy to the inst�llation �nd renloval/abandomnent
of ttle utility pipe for the type of en7bedment and backfill as uidicated on
the plaus. No other compensation will be allowed.
Inlported Embedment or Bacl�ll
a. Me�surement
1) Me�siired by the ciibic yard as delivered to the site and recorded by tr�lck
ticl<et provicled to tlie City
b. Payment
1) Imported fill shall only be paid when using materials %r embedtnent and
bacicfill other tllan those identified in the Drawings. The work performed
aud materials fi�rnished in accordance with pre-bicl itenl and measured as
provided under "Measure�nenY' will be paid for at tlle unit price bid per
cubic yacd of "Impocted Embedinent/BackfilP' delivered to tlie Site for:
a) Various embednient/backfill n�aterials
a T(ie price bici shall include:
I) Furnishiug backfill or en�bedinent as specified by this Specification
2) Haiiling to tlle site
3) Placement and eon�pactiou of bacicfill or embedment
Concrete Euc�sement for Utility Lines �
a. Measilrement�
1) Measured by ttle cubic yard as delivered to the site and recorcied by truck
ticicet provided to the City
b. Payment
1) The worlc performed and inaterials fitrnished in accord�ilce witll this Item
and me�silred as provided uuder "Measurement" wiLl be paici for at tlie unit
price bid per cubic yard of "Concrete Encasement for Utility Lines"
delivered to the Site.
c. The price bid shall include:
1) Furnishing, hauling, placing and finishing concrete in accordance with
Section 03 30 00
2) Clean-up
Ground Water Contcol
CIT1' OF EORT WORTf 1 TRV — Parts 6 b% 12 — While Settlemenl I3ridge
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMENTS Watcr and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 00969
330510-3
UTILITY TRENCH EXCAVATION, EMI�EDMENT, AND E3ACKFILL
Page 3 of 20
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IS
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a. Measurement
1) Measurement shall be lump sun� when a ground water conirol plan is
specifically required by the Contract Documents.
b. Payment
1) Payment shall be per tlle liimp sum price bid for "Ground Water Control"
including:
a) Submittals
b) Additional Testing
c) Grouncl water control system iustallation
d) Ground water control system operations and maintenance
e) Disposal of water
fl Removal of ground water control system
5. Trench Safety
a. Meastu�einent
1) Measm�ed per linear foot of excavation for all trenches that require nench
safety in accordance witl� OSHA excavation safety standards (29 CFR Part
1926 Subpart P Safety and Health regulations for Constniction)
b. Payment
1) The work performed and materials fiirnished in accordance with this Item
and uleasured as provided tuider "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 eqiiipment.
24 1.3 REFER�NCES
25
26
27
28
29
30
31
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 widtli, bacicfill, embedment, initial backfill, pipe zone,
haunching bedding, springline, pipe zone and foundation are defined as shown in
the following schetnatic:
CITY OF FORT �4�02TH
STANDARD CONST2UCTION SPECfFICATION DOCU��tENTS
2evised December 20, 2012
TRV — Parts 6�C 12 — White Settleme�it E3ridge
Water and Sanitary Sewer Relocations
Ciry Project No. 00969
33OS 10-4
UT[L[TY TRENCI [ EaCAVATION, EM[3EDMF.NT, AND [3ACKFILL
Page 4 of 20
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EXCAVATED TRENCII WIDTfI
1
2
3
4
5
6
7
8
9
10
11
12
13
14
t5
16
17
18
19
20
21
3. Deleterious materials — IIarmfiil materi�ls suc(1 as clay lL�mps, silts �nd organic
mlterial
4. Exclvated Trench Depth — Distance from the surface to the bottom of the bedding
or the treilch fouildation
5. Final Back�ll Deptll
a. Unpaved Areas — The depth of the final backfill measured from the top of the
initial backfill to the surface
b. Paved Areas — The depth of tlie final bacl�ll measured fi-on1 the top of tlie
initial backfill to bottom of permauent or temporary pavenlent repair
B. Reference Standards
1. Reference standards cited in this Spccification refer to the c�irreilt reference
standard published �t the time of the l�test revisiou date logged at t(1e eud of this
Specification, unless a date is specifically cited.
2. ASTM Standards:
a. ASTM C33-08 Standard Specifications for Concrete Aggregates
b. ASTM C88-OS Soundness of Aggregate by Use of Soditim Sulfate or
Magnesitim Sulfate
c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse A��,n�e�ate
d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and
Bridge Construction.
CITY OF FOI2T �A�ORT[I
STANDARD CONSTRUCTION SPECIFlCAT10N DOCUMF.NTS
Revised December 20, 2012
TRV — Parts 6& 12 —���hite Settlement E3ridge
Water and Sauitary Sewer Relocations
City Project No. 00969
330510-5
UT(L[TY TRENCEi EXCAVATION, EM[3EDMENT, AND [3ACKFtLL
Page 5 oC20
l
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4
5
6
7
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12
13
14
15
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21
22 1.4
e. ASTM C535-09 Stan�lard Test Method for Resistance to De�-adation of Large-
Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
f. ASTM D588 — Standard Test method for Moisture-Density Relations of Soil-
Cement Mixture
g. ASTM D698-07 Test Metliod for Laboratory Compaction Characteristics of
Soil Using Stand Efforts (12,400 ft-Ib/ft3 600 Kn-m/M3)).
h. ASTM 1556 Standard Test Methocls for Density and Unit Weight of Soils in
Place by Sand Cone Method.
i. ASTM 2487 — 10 Staildard Classification of Soils for Engii�eering Purposes
(Unified Soil Classification System)
j. ASTM 2321-09 Undergrouud Installation of Thernioplastic Pipe for Sewers
and Other Gravity-Flow Applications
k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil
Aggregate in Place by Nuclear Methods (Shallow Depth)
i. ASTM 3017 - Standard Test Method for Water Content of Soil and Rocic in
place by Nuclear Methods (Shallow Depth)
m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit
Weight of Soils and Calculations of RelaYive Density
3. OSHA
a. Occupational Safety and Healtll Administration CFR 29, Part 1926-Safety
Regulations for Construction, Subpare P- Excavations
ADMINISTRATIVE REQUIREM�NTS
23 A. Coordination
24 1. Utility Company Notification
25 a. Notify area utility companies at least 48 hours in advance, excluduig weekends
26 and holidays, before starting excavation.
27 b. Request the location of buried lines and cables in the vicinity of the proposed
28 work.
29
30
31
32
33
34 1.5
35
B. Sequencing
L Sequence work for each section of the pipe installed to complete the embedment
and bacicfill placement on the day the pipe foundation is complete.
2. Sequence worlc such that proctors are complete in accordance with ASTM D698
prior to conuneneement of construction activities.
SUBMITTALS
A. Subinittals shall be in accordance with Section Ol 33 00.
36 B. All submittals shall be approved by the Ciry prior to construction.
37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
38
39
4e
41
42
43
44
A. Shop Drawings
1. Provide detailed drawings and explanation for �•ound water and stuface water
control, if requu�ed.
2. Trench Sa%ty Plan in accordance witll Occupatioual Safety and Health
Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P-
Excavations
3. Stockpiled excavation and/or backfil( material
C[TY OF FORT \�✓02TH TRV — Parts 6 C 12 —�\�hite Setdement Qridge
STANDARD CONSTRUCT[ON SPEC[F[CATION DOCUMENTS \��ater and Sanitary Sewer Relocations
2evised December 20, 2012 City Project No. 009(i9
330510-6
UT[L[TY TRENCH EXCAVAT[ON, EMf3EDMENT, AND BACKF[LL
Page ( of 20
1 a. Provide a description of the storage of the excavated material only if the
2 Conh�act Doc�.iments do not allow storage of materials in the right-of-way of the
3 easement.
4 1.7 CLOSEOUT SUBMITTALS (NOT USED]
5 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT US�D]
6 1.9 QUALITY ASSi7RANC� [NOT USED]
7 1.10 DELIVERY, STORAG�, AND HANDLING
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A. Storage
1. Witluu Existing Rights-of-Way (ROW)
a. Spoil, imported embedment and bacicfill materials may be stored within
existing ROW, easements or temporary construction easemenYs, unless
specifically disallowed in the Contract Doctiments.
b. Do uot blocic drainage ways, ii�lets or driveways.
c. Provide erosiou control in aecordance with Section 31 25 00.
d. Store materials only iu areas barricaded as provided in the haffic control plans.
e. I�7 non-paved areas, do not store material on the root zone of any trees or in
landscaped �reas.
2. Designated Storage Areas
a. If the Contract Doctunents do not allow the stora�e of spoils, elllbedulent or
b�elc�ll materials within the ROW, easement or temporary constr�ietion
easenient, then secure and maintain an adeqLiate storage location.
b. Provide an affid�vit that riglits have been sectu•ed to store the materials on
private property.
c. Provide erosiou contcol in accordance with Section 31 25 00.
d. Do not block drainage ways.
e. Only materials used for 1 working day will be allowed to be stored in the wock
zone.
28 B. Deliveries and l7alil-off - Coordinate all deliveries �nd halil-off.
29 l.11 I+I�LD [SITE] CONDITIONS
30
31
32
33
34
35
A. Existing Conditions
Any data wliich has been or inay be provideci on subsurface conditious is not
intended as a representation or warranty of accivacy or contimtity between soils. It
is expressly undeistood tllal neither tlle City nor the Engineer will be responsible
for iuteipretations or conclusions drawn there fi•om by the Contr�ctor.
2. Data is made availab(e for the convenience oi tl7e Contractor.
CITY OF FORT WORTH TRV — Parts G& 12 —�Vhite Setdement I3ridge
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS W�ter and S�nitary Sewer Rclocations
Revised December 2Q 2012 City Project No. 00969
33OS IO-7
UTtLITY TRENCH EXCAVATION, EM6ED�tENT, AND BACKFILL
Page 7 of 20
1.12 WARRANTY [NOT US�D]
2 PART2- PRODUCTS
3 2.1 OWN�R-FDI2NISHED (oa] OWN�R-SUPPLI�D PRODUCTS
4 2.2 MATERIALS
5
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A. Materials
I. Utility Sand
a. Gramilar and free flowing
b. Generally meets or exceeds the liinits on deleterious substances per Table 1 for
fine aggregate according to ASTM C 33
c. Reasonably fi•ee of organic material
d. Gradation:
Sieve Size Percent Retained
1 inch 0
3/8 inch 0-10
#40 20-60
#100 95
2. Crushed Rock
a. Durable crushed rocic or recycled concrete
b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67
c. May be unwashed
d. Free fi•om 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 Rocic
a. Durable crushed rocic
b. Meets tl�e gradation of ASTM D448 size numbers 8 or 89
c. May be unwashed
d. Free fi�om signi�cant silt clay or unsuitable materials.
e. Have a percentage of wear not inore tl�an 40 percent per ASTM C 131 or C535
£ Not inore 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 C131 or C535
e. Not more ehan a 12 percent inaximum loss when subjected to 5 cycles of
sodium sulfate soundness per ASTM C88
5. Acceptable Backfill Material
a. In-situ or imported soils classi�ed as CL, CH, SC or GC iu accordance with
ASTM D2487
b. Free fi•om deleteriolis materiaLs, boulders over 6 inches in size and organics
c. Can be placed fi�ee fi�om voids
C�ITY OF FORT VJORTH TRV — Parts 6& 12 — White Settlement Bridge
STANUARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 00969
3305 t0-8
UTILITY TRENCF[ GaCAVATION, EMI3EDMENT, AND E3ACKFlLL
Page 8 of 20
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d Must have 20 percent passing the mimber 200 sieve
Blended Bacl<fill Material
a. In-situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487
b. Blended witli in-situ or imported acceptable bacl�ll materi�l to meet the
requn�enlents of au Acceptable Bacl�ll Material
c. Free fi•om deleterious materials, boulders over 6 inches in size and organics
d. Must have 20 percent passing the number 200 sieve
Unacceptable Bacl�ll Material
a. In-sihl soils classified as ML, MH, PT, OL or OH u1 accordance witl� ASTM
D2487
8. Select Fill
a. Classified as SC or CL in aecordance �vith ASTM D2487
b. Liquid liulit less than 35
c. Plasticity index between 8 and 20
d. Select Fill used as bacicf'ill for ren�oval and abandonment of utilities sl�all be
classified as CL
9. Ceuient Stabilized Sand (CSS)
1. Sand
1) Sl�all be cleail, dur�ble sand meeting grading reqnirements for fine
ag�•egates of ASTM C33 and the followiug requirements:
a) Classified 1s SW, SP, or SM by the United Soil Cl�ssifieation Systeln
of ASTM D2487
b) Deleterious materials
(1) Clay luinps, ASTM C 142, less thau 0.5 percent
(2) Lightweight pieces, ASTM C123, less th�n 5.0 percent
(3) Organic impurities, ASTM C40, color no darlcer than standard
color
(4) Plasticity iudex of 4 or less when tested in accorclance with ASTM
D4318.
b. Minimun� of 4 perceut cenient conYent of Type UII portl�nd cenlent
c. Water
1) Potable water, free of soils, acids, alkalis, organic matter or other
deleterious substances, meeting reqiiiremeuts of ASTM C9�
ci. Mix in a statiouary pug mill, weigh-batch or contiuiious mixing plant.
e. Strength
1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM
D 1633, Metllod A
2) 200 to 250 psi compressive strengtli at 28 days in accordance with ASTM
D 1633, Metliod A
3) The maximum compressive strength in 7 days sllall be 400 psi. Backiill
that exceecis the u�aximlim compressive strengtli sliall be ren7oved by the
Contcactor for no additional compensation.
£ Raudom s�mples of delivered product will be taken in the field at poiilt of
delivery for each day of placement in the work area. Speciinens will be
preparecl in accordance with ASTM D1632.
10. Controtled Low Sh•ength Material (CLSM)
a. Confornl to Sectiou 03 34 13
1 L Treucll GeoYextile Fabric
CITY OF FORT WORTH
STANDA2D CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised December 20, 2012
TRV — Parts (�@ 12 — White SetUement Qridge
Water and Sanitary Sewcr Relocations
City Project No. 00969
330510-9
UTfLITY TRENCfI EXCAVATION, EN[BEDMENT, AND BACKFILL
Paee9 of20
1
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IS
16 2.3
a. Soils other than ML or OH in accordance with ASTM D2487
1) Needle punch, nonwoven geotextile composed oi polypropylene fibers
2) Fibers shall reiaul their relative position
3) Inert to biological de��adation
4) Resist nahirally occlirring cl�emicals
5) UV Resistant
6) Mirafi 140N by Tencate, or approved equal
b. Soils Classified as ML or OH in accordance with ASTM D2487
1) High-tenacity monofilainent polypropylene woven yarn
2) Percent open area of 8 percent to10 percent
3) Fibers stiall retain their relative position
4) Inert to biological de��adation
5) Resist naturally occlu�ring chemicals
6) UV Resistant
7) Mirafi FW402 by Tencate; or approved equal
ACC�SSORI�S [NOT US�D]
17 2.4 SOURC� QUALITY CONTROL [NOT US�D]
18 PART 3 - �X�CUTION
19 3.1 INSTALL�RS [NOT USED]
20 3.2 E�AMINATION
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31
32
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36
A. Verification of Conditions
l. Review all known, identified or marlced utilities, whether public or private, prior to
excavation.
2. Locate and protect all known, identified and marlced utilities or underground
facilities as excavation progresses.
3. Notify all utility owners withiil the project limits 48 hours prior to beginning
excavation.
4. Ttle information and data shown in the Drawings with respect to utilities is
approximate and based on record information or on physical appurtenances
observed within the project limits.
5. Coordinate with the Owner(s) of under�otmd facilities.
6. Ilnmediately notify any utility owner of damages to underground facilities resulting
froill constniction activities.
7. Repair any damages resulting from the construction activities.
B. Notify the City immediately of any changed condition that impacts excavation and
installation of the proposed utility.
37 3.3 PR�PARATION
38 A. Protection of In-Place Conditions
39 l. Paveiilent
40 a. Conduct activities in such a way tllat does not damage existing pavement that is
41 designated to remain.
CITY OF F02T WORTH TRV — Parts 6&( 2— White SetUement E3ridge
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Water �nd Sanit�ry Sewer Relocations
Revised December 20, 2012 City Project No. 00969
33OS 10-10
UTILITY TRENCII EXCAVATION, EMQEDMENT, AND QACKFfLL
Page 10 of 20
1 1) Where desued to move equipuient not licensed for oper�tion on pliblic
Z roads or across pavement, provide means to protect the pavement from all
3 damage.
4 b. Repair or replace any pavement damaged dLie to the ilegligence of the
5 contractor outside the limits designated for pavement removal at no additional
6 cost to the City.
2. Drainage
a. M�uitain positive drainage during construction and re-establish drainage for all
swales and culverts affected by construction.
10 3. Trees
11 a. When operating oiltside of existing ROW, stalce perm�nent and ten7porary
12 eonstruction easements.
13 b. Restriet all constr�iction activities to the designated easeilients and ROW.
14 a Flag and protect all trees desiguated to remain in accordance witll Section 3 I 10
15 00.
16 d. Conduct excavation, embedmeut and bacl�ll in a manner such that there is no
l7 damage to the tree c�nopy.
18 e. Prune or h�im tree limbs as specifically alloweci by tlie Drawings or as
L9 specifically allowed by tlie City.
20 1) Priining or t�•imn7ing may only be �ccomplished with equipnleilts
21 specifically designed for tree pr�ming or trimiiiing.
22 f. Renzove ri•ees specifically designated to be renzoved in the Drawings in
23 accordaiice with Section 31 10 00.
24 4. Above ground Struchires
25 a. Protect all above groimd str�ictures adjacent to the construction.
26 b. Reinove above gro�md str�lctiires designated for removal in the Drawings in
27 accordance with Section 02 41 13
28
29
30
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34
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36
37
38
39
40
41
42
�t3
44
45
4(
47
5. Traffic
a. Maintain existing ti•affic, except as n�odified by the traffic control pl�n, aild in
accordance with Section 34 71 13.
b. Do not block access to driveways or alleys for extended periods of tiule unless:
1) �1lternative access 11as been provided
2) Proper notification lias been provided to the property owner or resident
3) It is specifically allowed in the traffic control plan
c. Use traffic c�ted pl�tes to maintain access uniil �ecess is restoreci.
6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops
a. Notify the City's Traffic Services Division a ulinimum of 48 houcs prior to any
excavation tl�at col�ld iilzpact the opecations of an existing traffic signal.
b. Protect all h�affic sigi�al poles, nlast arms, pull boxes, traffic cabinets, coild�iit
and detecYor loops.
c. Iuunediltely notify tlie City's Traffic Services Division if any d�mage occurs to
any component of the traffic signal diie to t(Ze contractors activities.
d. Repau� �ny damage to the h�affic sigual poles, mast arms, pull boxes, tcaffic
cabinets, conduit aud detector loops as a resttlt of tlie constr�iction activities.
7. Fences
a. Pcotect all fences designated to remain.
b. Leave fence in the equal or better condition as prior to coi�str�iction.
CITY OF FORT WORTI{ TRV — Pc�rts 6& 12 — White Settlemcnt I3ridge
STANDARD CONSTRUCTION SPECIFICAT(ON DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 009(9
330510-II
UT[LLTY TRENCH EXCAVATION, ENi[3EDMENT, AND BACKFILL
Page I I of 20
1 3.4 INSTALLATION
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3
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A. �xcavation
1. Excavate to a depth indicated on the Drawings.
2. Trench excavations are de�ned as unclassi�ed. No additioual payment shall be
granted for rocic or other in-situ materials encoLintered in the hench.
3. Excavate to a width sufiicient for (aying the pipe in accordance with the Drawings
and bracing in accordance with the �xcavation Safety Plau.
4. The bottom of tl�e excavation s11a11 be firm ai�d free fiom standing water.
a. Notify the City iirunediately if the watei• and/or t11e in-siht soils do not provide
for a fum trench bottoin.
b. The City will determine if any changes are cequired in the pipe foundation or
bedding.
5. Unless otherwise permitted by the Drawings or by tl�e City, the limits of the
excavation shall not advance beyond the pipe placement so that the h�ench may be
backfilled in tl�e same day.
6. Over Excavation
a. Fill over excavated areas with tl�e specified beddiug nlaterial as specified for
the specific pipe to be installed.
b. No additional payment will be made for over excavation or additional bedding
material.
7. Unacceptable Backfill Materials
a. In-sihi soils classified as unacceptable backiill nlaterial shall be separated fi•om
acceptable bacicfill materials.
b. If the unacceptable bacl�ll material is to be blended in accordance with this
Specification, then store material in a suitable locatiou until the material is
blended.
c. Remove all unacceptable material fiom tlie project site that is not intended to be
blended or modified.
8. Rock— No additional compensation will be paicl for rocic excavation or other
changed field conditions.
9. Existin�y Removal or Abandonment by Cut and Plu�
a. Excavate existin� trench bacicfill and enlbedment to the fiill width and depth of
the utilitv.
B. Shoring, Sheeting and Bracing
1. Engage a Licensed Professional Engineer in the State of Texas to design a site
specifle excavation safery system in accordance with Federal and State
requirements.
2. Eacavation protection systems shail be designed accordiilg to the space limitations
as indicated in the Drawings.
3. Furiush, put in place and maintain a hench safety system iu accordance with the
Excavation Safety Plan and required by Federal, State or local safety requirements.
4. If soil or water conditions are encountered that are not addressed by the current
Excavation Safety Plan, engage a Licensed Professional Engineer in the State of
Texas to modify the Excavation Safety Plan and provide a revised submittal to the
City.
CITY OF FORT W02TH TRV — Parts 6&! 2— White SetUement [3ridge
STANDA2D CONST2UCT[ON SPEC[FICATION DOCUMENTS Water and Sanitary Sewer Relocations
2evised December 20, 2012 City Project No. 00969
33 OS 10 - 12
UT[LITY TRENCH EXCAVAT[ON, EMQEDMENT, AND [3ACKFILL
Page 12 of 20
1 5. Do not allow soil, or water cont�ining soil, to mi��ate tlu•ough the Excavation
2 Safety System in suffcient quantities to adveisely affect the suitability of tl�e
3 Excavation Protectior. System. Movable bracing, shoring plates or trench boxes
4 used to su�port the sides of the trench excavation shall not:
5 a. Disturb tlie embedment located in tlie pipe zone or lower
6 b. Alter the pipe's line and grade after the Excavation Protection System is
7 removed
8 c. Cotnpron�ise the coinpaction of the embedment located below the spring line of
9 the pipe and in the hauncl�ing
10
lt
12
13
C'. Water Control
l. Surface Water
a. Furnish all materials and equipment and perform all incidental work reqliired to
direct surface water away from the excavation.
14 2. Ground Water
15 a. Furnish all materia(s and equipment to ciewater ground water by a method
16 which preserves the iuidishubed state of tlle subgrade soils.
17 b. Do not allow the pipe to be submerged within 24 holirs after placement.
18 c. Do not allow water to flow over conerete until it has sufficiently cured.
19 d. Engage a Licensed Engineer ii1 the State of Texas to prepare a Ground Water
20 Control Plan if any of the following conditious are encomltereci:
21 1) A Groiind Water Control Plan is specific�lly requu�ed by the Contract
22
23
24
25
26
27
28
29
Documents
2) If in the sole judginent of the City, gcotuid water is so severe that an
Eiigiileered Ground Water Coilti•ol Plau is required to protect the trench or
the installation of the pipe which may include:
�) Grotmd w�ter leveis iu the trencli are tmable to be maintained below
the top of the bedding
b) A firm treucli bottoili cannot be maintained dlie to ground water
c) Grolind water entering the excavation lindermines the stability of the
30 excavation.
31 d) Grolmd water entering the excavation is h•ansporting uuacceptable
32 qt�antiYies of soils tlu�ough ttle Excavatiou Safety System.
33 e. In the event tl�at there is no bid item for a Ground Water Control and the City
34 requires au Engineered Groiuld Water Control Plan due to conditions
35 ciiscovered at the site, the contractor wil( be eligible to submit a ch�nge order.
36 f. Control of grolmd water shall be considered siibsidiary to the excavation when:
37 1) No Ground Water Control Pl�u is specifically ideiltified aud required in the
38 Contcact Doctunents
39 g. Gcound Watei• Control Plan ii�stallation, operation and u�aintenance
40 1) Furnish all materials aud equipment necessaiy to implement, operate and
41 maintain tlie Ground Water Contcol Plan.
42 2) Once the excavation is complete, remove all groiind water control
43 equipmeut not called to be incorporated iuto the worl<.
44 l�. Water Dispos�l
45 1) Dispose of ��ound water in accordauce with City policy or Ordivance.
46 2) Do not discharge groimci water onto or across private property without
47 written permission.
48 3) Permission from the City is required prior to disposal into the Sanitaiy
49
Sewer.
CITY OF FORT WORTH TRV --- Parts 6& 12 — White Settlement [3ridge
STANDARD CONSTRUCTION SPECIFICATfON DOCUMENTS W�ter and Sanit�ry Sewer Relocations
Revised December 20, 20 t 2 City Project No. 009fi9
33OS 10-I3
UTIUTY TRENCH EaCAVATION, EMI3EDNIENT, AND QACKFILL
Page 13 of20
4) Disposal shall not violate any Federal, State or local reg��latioils.
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D. Embedment and Pipe Placement
1. Water Lines less than, or equal to, 12 inches in diameter:
a. The entire einbedment zone shall be of uniforin il�aterial.
b. Utility sand shall be generally used for embedment.
c. If ��otmd water is in sufficient quantity to cause sand to pump, then use
crushed rock as embedment.
1) If crushed rocic is not specifically identified in the Contract Documents,
then eruslied rock shaii be paid by the pre-bid unit �rice.
d. Place evenly spread bedding material on a iirm trench bottom.
e. Provide firm, uniform bedding.
f. Place pipe oi1 the bedding in accordance with the alignment of the Drawings.
g. Ii1 no case shall the top of the pipe be less thau 42 inches fiom the silrface of the
proposed grade, unless specifically called for in the Drawings.
h. Place embedn�ent, including initial b�cl�ll, to a nlinimum of 6 inehes, but not
more than 12 inches, above the pipe.
i. Where gate valves are present, the initial bacicfill silall extend to 6 inches above
the elevation of the valve nut.
j. Form all blocking against undisturbed trench wall to the dimensions iu tl�e
Dra�vings.
lc Compact einbedment and initial bacl�ll.
1. Pl�ce marker tape on top of the iiutial trench bacl<fill in accordance with
Section 33 OS 26.
2. Water Lines 16-inches tlu•ough 24-inches in diameter:
a. The entire embedment zone shall be of iiniform material.
b. Utility sand may be used for embedment when the excavated treuch depth is
less than 15 feet deep.
c. Criished rocic or fine cil�shed rocic 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 rocic or fine
crushed rocic come into contact with utility sand
£ Place evenly spread bedding inaterial on a firm trench bottoin.
g. Provide firm, uniform bedding.
1) Additional bedding inay be reqliu-ed if grouild water is present u1 the
h�ench.
2) If additional crushed rock is requued not specifically identified in tlie
Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
h. Place pipe on the bedding according to the alignment showi� on the Drawings.
i. The pipe line shall be within:
I) �3 ulches of the elevation on tlie Drawings for 16-inc(i and 24-inch water
lines
j. Place anct compact embedment material to adequately si�pport haunches in
accordance with tl�e pipe manuf�criirer's recomnlendations.
(c Place remaining embedment including initial backfill to a minimum of 6 inches,
but not more than 12 inclles, above the pipe.
L Where gate vaLves are present, tlie iuitial backfill shaLl exeend to up to the valve
nut.
C[T1' OF FORT \4�ORTH
STANDARD CONSTRUCT[ON SPECIPICAT[ON DOCUMENTS
Revised December 20. 2012
TRV — P�rts 6& 12 — White Settlement Qridge
�\�ater and Sanitary Sewer Relocations
City Project No. 009C9
3305 t0-14
UT[LITY TRENCF( EXCAVAT[ON, EM[3EDMENT, AND BACKFILL
���� � a or2o
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m. Cou�pact the enlbedment and initial bacl�il to 95 percent Standai•d Proctor
ASTM D 698.
n. Density test may be performed by City to verify that the compaction of
embedment meets requirements.
o. Place trench geotextile fabric on top of the initial backf"ill.
p. Place marlcer tape on top of the tcench geotextile fabric in accordance with
Section 33 OS 26.
3. Water Lines 30-iilches and gt�eater in diameter
a. The entire embedment zone shall be of uniform material.
b. Crushed rock shall be iised for embedment.
c. Provide tcench geotextile fabrie at any location where crushed rocic or fine
cruslied rocic coine into contact with utility sand.
d. Place eveniy spread bedding nlaterial on a firm treiich bottom.
e. Provide firm, iuliform bedding.
1) Additional bedding may be required if groiuld water is present in the
trench.
2) If additional crlisheci rocic is required which is not specifically identified in
the Contract Docl►ments, then crushed rocic sh�ll be paid by the pre-bid tulit
price.
£ Pl�ce pipe on the bedding according to the alignment shown on the Drawings.
g. The pipe line shall be within:
1) �1 incll of tlle elevation on tlie Drawings for 30-incli and larger water lines
h. Place and compact embedment material to adequately support hattnches in
accordance with the pipe manufacttu�er's recommendations.
i. For steel pipe greater th�n 30 inches in diameter, the iuitial embedment lift shall
uot exceeci the spring line prior to compaction.
j. Place ce�llaining embedinent, inclttding iuitial bacicfill, to a minimum of 6
inches, but not more than 12 inches, above the pipe.
k. Where gate valves are present, tlie initial bacl<�11 sLlall eYtend to up to the valve
nllt.
L Con�pact the eil�bednient ai�d initia( backfill to 95 perceut Standard Proctor
ASTM D 698.
m. Density test may be performed by City to verify that the coulpaction of
einbedment ineets requirements.
n. Ptace treneh geotextile fabric on top of the initial bacicfill.
o. Place marl<er tape on top of the trench geotextile f�bric in accordance with
Section 33 OS 26.
4. Sauitary Sewer Lines and Storm Sewer Lines (HDPE)
a. The eutire embeciment zone shall be of nniform u�aterial.
b. Crushed rock shall be used for embedment.
c. Place evenly spread bedding materi�l on a firm trench bottom.
d. Spread bedding so that lines and grades are maintained and that there are no
sags in the sauit�ry sewer pipe line.
e. Provide firm, uniforn� bedding.
1) Additioual bedding may be requu•ed if ground water is present in the
trench.
2) If additional crushed rock is required whicli is not specifically ideiltifieci in
the Couti•act Documents, then cruslied rock shall be paid by tlie pre-bid iinit
price.
CITY OF FORT 1uORTFf
STANDAI2D CONSTRUCTION SPGC[F[CAT[ON DOCUMENTS
Revised December 20, 2012
TRV - Parts 6 3c 12 — White Setdement [3ridge
Water and Sanilary Sewer Relocations
City Project No.00969
330510-IS
UTILITY TRENCH EaCAVAT[ON, EMBEDMENT, AND [3ACKFlLL
Page 1 S of 20
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Place pipe on the bedding according to the alignment shown in the Drawings.
The pipe line shall be within f0.1 inches of tlie elevation, and be consistent
with the grade shown on the Drawiugs.
Place aud coil�pact embedment tnaterial to adequately support haunches in
accordance with the pipe manlifacturer's recommendatious.
For sewer lines greater than 30 inches in dia�neter, the embedment lifi shall not
exceed the spring line prior to compaction.
Place renlaining enlbedment including initial baciciill to a minimiim of 6 inches,
biit not more than 12 inches, above the pipe.
Compact the embedment and initia( bacl�ll to 95 percent Standard Proctor
ASTM D 69�.
Density test i11ay be performed by City to verify that the compaction of
eiilbedment meets requirements.
Place trencli geotextile fabric on top of the initial backfill.
Place marlcer tape on top of the trench geotextile fabrie in accordance with
Sectiou 33 OS 26.
5. Storm Sewer (RCP)
a. The bedding and the pipe zone up to the spring line shall be of uniform
material.
b. Crushed rocic shall be used for embedment up to the spring line.
c. The specified backfill material may be used above the spring line.
d. Place evenly spread bedding material on a firm trench bottom.
e. Spread bedding so that lines and grades are maintained and tliat there are no
sags in the storm sewer pipe line.
f. Provide firm, uniform bedding.
1) Additional bedding may be requued if ground water is present in the
trench.
2) If additional crushed rocic is required which is not specifically identified in
the Contract Doeuments, then crushed rocic shall be paid by the pre-bid unit
price.
g. Place pipe on the bedding according to the aligmnent of the Drawings.
h. The pi�e line shall be within �0.1 inches of ttie elevation, and be consistent
with the grade, showu on the Drawings.
i. Place embedulent inaterial up to the spring line.
1) Place eiilbedment to ensure fliat adequate support is obtauied in the haunch.
j. Compact the embedment and initial backfill to 95 percent Standard Proctor
ASTM D 698.
k. Density test may be perforined by City to verify that the coinpaction of
embedment meets requirements.
L Place trench geotextile fabric on top of pipe and crushed rock.
6. Storm Sewer Reinforced Concrete Box
a. Crushed rock shall be used for bedding.
b. The pipe zone and the initial baciciill shall be:
1) Crushed rock, or
2) Acceptable backfill material compacted to 95 percent Standard Proctor
density
c. Place evenly spread compacted bedding material on a firm trench bottoin.
d. Spread bedding so that lines and grades are maintained and that t(iere are no
sags in the storiil sewer pipe line.
CITY OF F02T WORTH TRV — Parts 6& 12 — White Settlement 6ridge
STANDARD CONSTRUCT[ON SPECIF[CAT[ON DOCUMENTS Water and Sanitary Se�ver Relocations
Revised December 20, 2012 Ciry Project No. 00969
330510-I(
UT(L(TY TRENCH EXCAVATfON, EME3ED�4ENT, AND E3ACKFILL
Page 16 of 20
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Provide firm, tmiform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required which is tlot specifically identified in
t11e Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
Fill the amiular space between multipie boxes with criished rock, CLSM
according to 03 34 13.
Place pipe on the bedding according to the alignment of the Dr�wings.
Tlie pipe sliall be within �0.1 inches of the elevation, and be cousistent with the
��ade, shown on the Drawings.
Compact tlie embedment initial bacicfill to 95 percent Standarcl Proctor ASTM
D698.
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7. Water Services (Less tlian 2 I�iches in Diameter)
a. Tlie entire embedment zone sl�all be of uniform materiat.
b. Utility sand shall be generally used for embedment.
c. Place eveilly spread bedding material on a firm tceilcll bottom.
d. Provide firuz, unifoi•m bedciing.
e. Place pipe on the bedd'uig according to tlie alignment of the Pla►is.
f. Coml�act the initial backf"ill to 95 percent Staudard Proctor ASTM D698.
8. Sanitary Sewer Services
a. The entire embednient zone shall be of uniform material.
b. Crushed rocic shall be used for embedment.
c. Place evenly spread bedding material on a finn h•euch bottoul.
d. Spread bedding so that lines and grades are maintained and that there are no
sags in the sanitary sewer pipe line.
e. Provide firm, uniforin bedding.
1) Additional bedding may be required if ground water is present in tlle
trench.
2) If additional criished rock is reqilired which is not speciFically identified in
the Contract Docliments, then crushed rock shall be paid by the pre-bid iinit
price.
f. P(ace pipe on the beciciing according to the alignn�eilt of tlie Dr�wiilgs.
g. Place remaining embedment, including initial badcfill, to a miniinum of 6
inches, biit not more than 12 inches, �bove the pipe.
(1. Compact the initial b�cicf'ill to 95 percent Staudard Proctor ASTM D698.
i. Density test nlay be req�iired to verify that the compaetion uleets tlie density
requirements.
E. Trench Backfill
40 I. At a iliinii11u�11, place backf"ill in stich a ii�anuec that tlle reqliired in-place density
41 aild illoisture coutent is obtained, �nd so that there will be no damage to the surface,
42 pavement or sh��ietures due to any h•ene(i seYtlement or trencli movement.
43 a. Meeting the requirement herein does not relieve the responsibility to damages
44 associated with the Work.
45 2. Backfill Material
46 a. Fin�l bacicfill depYh less tlian 15 feet
47 1) Backfill with:
48 a) Acceptable back�ll material
CITY OF F02T WORTH TRV — Parts 6& 12 — White SetUement E3ridge
STANDA2D CONSTRUCTION SPEC[F[CAT[ON DOCUMENTS Watcr and Sanit�ry Sewer Relocations
Revised December20, 2012 City Project No. 00969
33 OS 10 - 17
UTILITY TR6NCH EXCAVAT[ON, EMBEDMENT, AND BACKFfLL
Page 17 of20
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b) Blended bacicfill material, or
c) Select backfill material, CSS, or CLSM when specii"ically required
b. Final bacicfill depth 15 feet or greater: (under paveinent or fiiriire pavemeut)
1) Bacl� 11 depth from 0 to 15 feet deep
a) Backfill with:
(1) Acceptable backfill material
(2) Bleilded backfill material, or
(3) Select back�ll material, CSS, or CLSM when specifically required
2) Bacicfill depth from 15 feet and greater
a) Backfill with:
(1) Select Fill
(2) CSS, or
(3) CLSM when speci�cally required
c. Final backfill depth 15 feet or greater: (not under pavement or fitture pavement)
1) Backfill with:
a) Acceptable backfill n�aterial, or
b) Blended backfill ulaterial
d. Bacicfill for service lines:
1) Bacicfill for water or sewer service lines shall be the same as the
requirement of the main that the service is connected to.
e. Bacicfill existing Utility Removal and Abandonment
1) All depehs
a) Select fill
Required Compaction and Density
a. Final bacl�ll (depths less than 15 feet)
1) Compact acceptable bacic�ll material, blended bacld711 inaterial or select
backfill to a ininimum of 95 percent Standard Proctor per ASTM D698 at
moishire content within -2 to +3 percent of the optiuluin moistiire.
2) CSS or CLSM requires no compaction.
b. Final backfill (depths 15 feet and greaterhinder existing or fiiture pavement)
1) Compact select bacicfill to a nunimum of 98 percent Standard Proctor per
ASTM D 698 at moistlire content within -2 to +3 percent of the optiilnun
moisture.
2) CSS or CLSM requires no compaction.
c. Final bacl�ll (depths 15 feet and �•eater/not under existing or fuhue pavement)
1) Compact acceptable backfill material bleuded bacl�ll material, or select
backfill to a miniinuin of 95 percent Standard Proctor per ASTM D 698 �t
moishire content within -2 to +3 percent of the optimum moisture.
4. Saturated Soils
a. If in-sihi soils consistently deuzonstrate that they are gre�ter than 5 perceilt over
optimum moisture content, the soils are considered saturated.
b. Flooding the hench or water jetting is strictly prohibited.
c. If saturated soils are identified in the Drawings or Geotechnical Report in the
Appendix, Contractor sliall proceed with Work following all backfill
procediires outlined in ttle Drawings for areas of soil saturation greater tllan 5
percent.
d. If satlirated soils are encountered during Worlc but not identified in Drawings or
Geotechnical Report in the Appendix:
1) The Contractor shalL•
C[TY OF FORT \�ORTH
STANDA2D CONST2UCT[ON SPEC[FICAT[ON DOCUMENTS
2evised December 20, 2012
TRV — Parts (& 12 — White Settlement E3ridge
l��atcr and Sanitary Sewer Relocations
City Project No. 009(9
33OS 10-18
UT[LITY TRENCfI EJCCAVATION, EM[3EDMENT, AND BACKF(LL
Page IS of20
1 a) Inlnlediately notify the Ciry.
2 b) Siibiliit a Contract Claim for Extra Work associated with direction from
3 �ity.
4 2) Tl�e City sliall:
5 a) Investigate soils and determine if Work can proceed in the idei�tified
6 location.
7 b) Direct the Contraetor of changed bacicfill proeedures associated with
8 tlie sahuated soils that may inchlde:
9 (1) Imported bacl�ll
10 (2) A site speci�c bacicfill design
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5. Placenlent of Backfill
a. Use oi�ly compacticn eqtiiipment specifically designed for compaction of a
partieular soil type and within the sp�ce and depth limitatioii experieuced in the
trench.
b. Flooding tlle h-ench or water setting is sfrictly prohibited.
c. Place in loose lifts not to exceed 12 inches.
1) Bacicfill for existin�y removals/abandonments shall be placed ii16-
inch loose lifts and then compacted.
d. Compact to specified densities.
e. Reinove any loose materials due to the movement of any trench box or shoring
or due to sloughing of the trench wall.
22 6. Backf'ill Me�ns and Methods Demonstration
23 a. Notify the City in writing with sufficient time for the City to obt�in samples
24 and perform standard proctor test in accordance with ASTM D698.
25 b. The results of the standard proctor test nutst be received prior to beginning
26 excavation.
27 a Upon conimencing of baciciill placeinent for the projeeT the Contractor shall
28 demonstrate means and methods to obtain the required densities.
29 d. Deinonstr�te Means �nd Methods for compaetiou including:
30 1) Depth of lifts for bacl�ll which shall not exceed 12 inches
3 l 2) Method of moishlre control for excessively dry or wet backfill
32 3) Placement and moving h•ench box, if used
33 4) Complctiou techniques in an open trench
34 5) Coinpaction techniques arotmd strucriu•e
35 e. Provide � testing trench box to provide access to the receutly backfilled
36 material.
37 £ The City will provide a qiialified testing lab fiill time during this period to
38 raudoully tesY density and moisture continent.
39 1) The testing lab will provide results as available on tlle job site.
40 7. Varying Ground Conditions
4l a. Notify the City of varying ground conditions and the need for additional
42 proctols.
43 b. Request additional proctors when soil conditions cliange.
44 c. Tlie City may lequire additional proctors at its discretiou.
45 d. Significant changes in soil conditions will rec�uire an additional Means and
46 Methods demonstration.
CITY OF FORT WORTH TRV — Parts 6 S( 2— ���hite Settlement [3ridge
STANDARD CONSTRUCT[ON SPEC(F[CATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 2012 Ciry Project No. 009(9
33 OS 10 - 19
UTILITY TRENChI E�CAVATION, E\�t[3EDMENT, AND BACKEILL
Page 19 of20
3.5 R�PAIR [NOT US�D]
2 3.6 R�-INSTALLATION [NOT US�D]
3 3.7 FI�LD QUALITY CONTROL
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A. Field Tests and Inspectioils
1. Proctors
a. The City will perform Proctois in accordance with ASTM D698.
b. Test results will gene.•aLly be available to witllin 4 calendar days and distributed
to:
1) Contractor
2) City Project Manager
3) City Inspector
4) Engineer
c. Notify the City if the characteristic of the soil changes.
d. City will perform new proctors for varying soils:
1) Whei1 indicated in the geotecllnical inves±igation in the Appendix
2) If notified by the Contractor
3) At the convenience of the Ciry
e. Trenches where different soil types are present at different depths, t�he proctors
shall be based on the mi�:hu�e of those soils.
2. Density Testing of Bacicfill
a. Density Tests shall be in conformance with ASTM D2922.
b. Provide a testing trench protection for hencli depths in excess of 5 feet.
c. Place, move and remove testing trench protection as necessary to facilitate all
test conducted by the Ciry.
d. For iinal backfill depths less than 15 feet and trenches of any depth not under
existing or firture pavement:
1) The City will perform density testin� twice per working day when
bacicfilling operations are being conducted.
2) The testing lab shall take a miiuimim of 3 density tests of the current lift in
the available trencli.
e. For final bacl�ll depths I S feet and greater deep and under existing or future
pavement:
1) The City will perform density testing twice per worlcing day when
bacl�lling operations are being conducted.
2) The testing lab s11a11 talce a miniimnn of 3 deilsity tests of the current lift in
the available trench.
3) The testing lab will remain onsite sufficient time to test 2 additional lifts.
£ Make the excavation available for testing.
g. The City will determine the location of the test.
I�. The City testing lab will provide restilts to Contractor and the City's Inspector
upon completion of the testing.
i. A formal report will be posted to the City's Buzzsaw site within 4811ours.
j. Test reports shall inchide:
1) Location of test by station mimber
2) Tune and date of test
3) De�th of testiug
4) Field moisttue
C[TY OF FORT R�ORTH TRV — Parts 6& 12 — White Scttlement Qridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations
2evisecl December 20, 2012 City Project No. 00969
3305I0-20
UTILITI' TRENCH EXCAVATION, EMQEDMENT, AND f3ACKFlLL
Page 20 o f 20
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5) Diy density
6) Proctor identifier
7) Percent Proctor Deusity
3. Density of Embedulent
a. Storm sewer boxes that are embedded with acceptable b�cl�ll material,
blended bacicf"ill material, cement modi�ed bacl�ll material or select material
will follow the same testing procedure as backfill.
b. The City may test fine crushed rock or crushed rock embedment in accoi•dance
with ASTM D2922 or ASTM 1556.
B. Non-Conforming Worl<
1. All uon-conforming work shall be reinoved and replaced.
3.8 5YST�M STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
3.10 CL�ANING (NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT USED)
3.12 PROTECTION [NOT US�D]
3.13 MAINTENANCE [NOT USGD]
3.14 ATTACHM�NTS [NOT US�D]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.2 — Added Ilem for Concrete �ncasement for Utility Lines
Various Sections — Revised Depths to Indude I S' and greater
12/20/2012 D. Jolmson 3.3.A — Additional notes for pavement protection and positive drainage.
3.4.E.2 — Added requirements for backfill of se�vice lines.
3.4.C.5 — Added langulge prohibiting [looding of trench
C[TY OF FORT WORTht
STANDARD CONSTRUCT(ON SPECIFICATION DOCUMENTS
Revised December 20, 2012
TRV — Parts 6 S 12 — While SetUement Qridge
Water and Sanitary Se�ver Relocalions
City Project No. 009C9
33 OS I6 - I
CONCRETE WATER VAULTS
Page I of5
9
3 PART1- G�N�RAL
4 1.1 SUMMARY
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S�CTION 33 OS 16
CONCRETE WAT�R VAULTS
A. Section Includes:
1. Concrete vaiitis to be used in watec utility a�plications
B. Deviations fi•om this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections inctude, btit are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1— General Requu-ements
3. Section 03 30 00 — Cast-In-Place Concrete
4. Section 03 80 00 — Modifications to Existing Concrete Sn•uctures
5. Section 33 OS 10 — Utility Trench Excavation, Embedment and Bacicfill
PRIC� AND PAYMENT PROCEDUR�S
A. Measureinent and Payinent
1. Water Meter and Vault
a. Measurement
1) This Item is considered subsidiary to Water Meter and Vault.
b. Payinent
1) The work performed and materials fiirnished in accordance with this Item
are subsidiary to the unit price bid per each "Water Meter and VaulY'
complete in place and no other compensation will be allowed.
2. Access Vault and Manhole
a. Measurement
1) Measurement for tlus Item shall be per each Access Vault complete in place
as shown in the drawings.
b. Payment
1) The work performed and the materials fiu�nished iu accordance with this
Item shall be paid for at the imit price per each "Aceess Vault" installed.
c. The price bid will include:
1) Access Vault and Manhole structure complete in place
2) Manhole Riseis
3) Flat Top Manhole
4) Forms
5) Water Stop
6) Reinforcing Steel
7) Concrete
8) Foundation
9) Allimimull Grating/Landing
CITY OF FORT WORT[i TRV — Parts 6& 12 — White SetUement [3ridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer 2elocations
Revised December 20, 2012 City Project No. 00969
330516-2
CONCRETE ���ATER VAULTS
Page 2 of 5
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10) Frame
11) Cover
12) Grade Rings
13) Support Systein
14) Mobilization
15) Pavement Removal
16) Hauling
17) Disposal of Excess Material
18) Clean-Up
10 1.3 RE�'�R�NC�S
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A. Reference Standards
l. Reference standards cited in this Specification refer to the clirrent reference
standard published at the time of the 1ltest revision date logged at the end of tl�is
Specification, uiiless a date is specifically cited.
2. Ainerican Association of State Higliway aild Transport�tion O�cials (AASHTO).
3. Anlerican Concrete Instihite (ACI):
a. 350, Code Requirements for Environuiental Engineeriug Concrete Strilctilres
and Coimnentary.
4. ASTM International (ASTM):
a. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for
Concrete Reinforcement.
b. C857, Standard Practice for Miilimuul Structi�ral Design Loading for
Underground Precast Concrete Utility Structures
c. C858, Stanclard Specification for Underground Precast Concrete Utility
S truct�ues
d. C891, Standard Practice for Installation of Underground Precast Concrete
Utility Struchires.
e. C923, Standard Specification for Resilient Connectors Between Reinforced
Concrete Mai�lioles Struchu�es, Pipes, and L�ter�ls.
5. Occupational Safety and Healtll Adillinistration (OSHA)
a. 1910.23, Gliarding Floor and Wall Openings and Holes
32 1.4 ADMINISTRATIVE REQOIREMENTS [NOT USED]
33 1.5 SUBMITTALS
34 A. Siibnlittals shall be in accocd�nce witti Section O1 33 00.
35 B. All submitt�ls shall be approved by the City prior to delivery.
36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
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A. Product Data
1. Precast Conccete Vaiilt
2. Connection nlaterials
3. Pipe comlections at vault w�lls
4. Stubs and stub phigs
5. Gi•ade ring
6. Ladder
C[TY OF FORT WORTFI TRV - Parts 6& 12 - White SetUemenl I3ridge
STANDARD CONSTRUCTION SPECIFfCATION DOCUMENTS Water and Sanitaiy Sewer Relocations
Revised December 20, 2012 City Projcct No. 009(9
3305I6-3
CONCRETE WATER VAULTS
Page 3 of 5
I 7. External coating material
2 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
3 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
4 1.9 QIJALITY ASSURANCE
5 A. Qualiiications
6 1. Meet the requirements of ACI 318.
7 1.10 �Ei.IV�RY, STORAG�, AND HANDLING
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A. DeLiver vault or panels (units) to project site in such quantity to assure continuity of
installation.
B. Store units at the project site in a manner wllich prevents cracking, distortion, staining
or other pl�ysical damage.
C. Lift units by designed lifting points or supports.
1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
1.12 WARIZANTY
A. Marnifacturer Wai7�anty
L Mamifacturer's Warranty shall be in accordance with Division 1.
17 PART 2 - PRODUCTS
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2.2 EQUIPM�NT, PRODUCT TYPES, MATERIALS
A. Manufacturers
1. Only the m�mifachuers as listed on tlie City's Standard Products List will be
considered as shown in Section O1 60 00.
a. The manufachu•er must comply witLl this Specification aild related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section O1 25 00.
B. Perfornlance / Design Criteria
L V�ult
a. Vault dinsensions per tl�e Drawings
b. Opening per the Drawings
c. Incorporate a sump into tl�e base or floor of the vault.
1) Avoid conflicts with piping.
2) Do not locate directly �mder tlie access locatiou if applicable.
d. Place floor on a mininnim 2 percent slope towards the s�imp.
2. Water Pipe Penetrations
a. Use adjustable-linked rubber seal devices or grout, as shown in Drawings, to
provide se�ls �roluld pipe penetratious.
3. Vault Access
CITY OF FORT WORTH TRV — P�rts (� 12 —\Vhite Setdement Qridge
STANDARD CONSTRUCTION SPECIFICAT(ON DOCUMENTS ���ater and Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 00969
33os ��-a
CONC2ETE WATER VAULTS
Page 4 of 5
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a
b.
COVeT � DOOI'
1) For non-traffic areas — non H-20 loading 30-incli x 36-inch steel single leaf
door, Bilco Type J model or approved equal
2) For tratfic areas — 32-nlch huiged ductile iron fi•ame and cover or �s shown
in manhole lid assembly in Drawings
3) With steel door, provide an automatic liold-open arm witl� release handle
and locicing device.
4) Provide Bilco type fall protection grating under ahunimim door that izieets
OSHA 29 CFR 1910.23 requirements or approved equal.
5) Incoiporate a drain gutter with au outlet roiited to the exterior of the vault
lid.
Ladder
1) Provide aliiminum l�dder by Heron Industries or approved equal.
2) Provide ladder to din�ensions shown on Drawings.
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C. Materials
1. Concrete for utility construction— Confornz to Section 03 30 00.
2. Frame and Cover — Conform to Section 33 OS 13.
3. Grade Ring — Conform to Section 33 OS 13 and ASTM C 478.
4. Reinforcing Steel — Conform to Section 03 30 00.
5. Sewer Pipe Connections — Conform to ASTM C923 or ASTM C1628.
6. Adjustable-linked rubber seal devices
a. Manufactured by Lirilc-Seal or approvecl equ�l
7. Iuterior Coating or Liner — Conform to Section 33 39 60.
8. Exterior Coating
a. Coal Tar Bit�nnastic for below gcade damp prooiiizg
b. Dry film tllicicness (DFT) no less than 12 mils and no greater than 30 mils
c. Solids couteilt is 68 percent by vol�ime � 2 percent.
ACCGSSORI�S [NOT US�D]
29 2.4 SOURC� QUALITY CONTROL [NOT US�D]
30 PART 3 - �X�CUTION
31 3.1 INSTALL�RS [NOT USED]
32 3.2 EXAMINATION
33 A. Evaluation and Assessment
34 1. Verify lines and grades are in accordance to the Drawings.
35 3.3 PREPARATION [NOT USED]
3( 3.4 INSTALLATION
37 A. General
38 1. Vault
39 a. Perform installation in accordance to ASTM C891.
40 b. Construct vault to dimensions shown on Drawings.
C[TY OF FORT WORT[1 TRV — Parts 6& 12 — White Setdement E3ridgc
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS ���ater nnd Sanitary Se�ver Relocations
Revised Decembcr 20, 2012 City Project No. 009C9
330516-5
CONCRLTE WATER VAULTS
Page S of 5
1 c. Precast Sections
2 1) C1??n bell spigot and gaslcets
3 a) Lubricate and join
4 2) Minimize nuinber of segments.
5 d. Vault Base
6 I) Place vault base on 6-it�ch minimum b�se of compacted crushed rock (per
7 Section 33 OS 10) over undishirbed soils anci g�rade level to elevation shown
8 on the Drawings.
9 2. Water Pipe Penetrations
10 a. Ii�stall adjustable-linked rubber seal devices arounci pipe penetrations in
11 accordance with the manufacturer's recommendation.
12 3. Modifications and pipe penetrations into vaults shall conform to Section 03 80 00.
13 3.5 R�PAIR / R�STORATION [NOT USED]
14 3.6 RE-INSTALLATION (NOT US�D]
IS 3.7 FI�LD QUALITY CONTROL [NOT USED]
16 3.8 SYST�M STARTUP [NOT USED]
17 3.9 ADJUSTING [NOT USED]
18 3.10 CLEANING [NOT USED]
19 3.11 CLOS�OUT ACTIVITI�S [NOT US�D]
20 3.12 PROTECTION [NOT USED]
21 3.13 MAINT�NANC� [NOT US�D]
22 3.14 ATTACHM�NTS [NOT US�D]
23 �ND OF S�CTION
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Revision Log
DATE NAME SUMMA[2Y OF CHANGE
2.2.B.3 — Modified vault hatch door and l�dder requirements
12/20/2012 D. Johnson
2.2.C.6 — Modified rubber se11 requirements
CITY OF FORT \��ORTH
STANDARD CONSTRUCTION SPECtFfCAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 -- White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
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4 1.1 SUMMARY
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330522-1
STEEL CASING P[PE
Page I of7
S�CTION 33 OS 22
STEEL CASING PIPE
A. Section Includes:
1. Mii�im��iii �eqiiireulents for mailufachtring, furnishing and transporting Steel Casing
Pipe to be installed by Open Cut or By Other than Open Cut at tlie locations shown
on the Drawings
B. Deviations fcolli this City of Fort Worth Standard Specification
1. Deleted 1.1.C.4 - 5
2. Added new 1.1.C.5 - 9
3. Added new 1.2 A.2.c.5) - 8)
4. Added new 1.2.A.3
5. Added 1.3.B
6. Modified 1.6.B.1
7. Deleted 1.6.B.2
8. Modiiied 3.4.A
9. Modified 3.4.0
C. Related Specification Sections inelude, but are not necessarily liinited to:
1. Division 0— Bidding Requirements, Coiltract Forms, and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 33 OS 10 — Utility Trench Excavation, Embedment and Backfill
4. Sectiou 33 OS 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate
5. Sectioi133 05 27 — Open Shield Pipe Jacicin�
6. Section 33 OS 28 — Pilot Tube Microhinnelin�
7. Section 33 OS 42 — Water Conhol for Shaft and Tunnel Construction
8. Section 33 OS 43 — Portal Stabilization
9. Section 33 OS 45 — Contact Groutui�
1.2 PRIC� AND PAYM�NT PROC�DUR�S
A. Measucement and Paytnent
1. Open Cut
a. Meastu•ement
1) Measiu•ed horizontally along the surface for length of Steel Casnig Pipe
iustalled
b. Payment
1) The worlc performed and illaterials filrnislied in accordance with tliis Item
and measured as provided under "Measurement" will be paid for at the uuit
price bid per linear foot of "Casing, By Open Cut" installed for:
CITY OF FORT �4�ORTH
STANDARD CONSTRUCTfON SPECIF[CAT[ON DOCUMENTS
Revised DecemUer 20, 2012
T2V — Parts 6 cC 12 — White Settlement E3ridge
Water and Sanitary Sewer Relocations
Project No. 00969
330522-2
STEGL CAS[NG P[PE
Page 2 of 7
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1� �%31'1011S S1Z2S
c. The price bid shall inchtde:
1) Ftu�nishing and illstalling Steel Casing Fipe as specified by the Drawings
2) Mobilization
3) Pavement reinoval
4) Excavation
5) Hauling
6) Disposal of excess material
7) Fiirnishing, placement, and compaction of embedment
8) Fiirnishing, placement, and compaction of backfi(1
9) Clean-up
By Otlier than Open Cut
a. Meastu�ement
1) Measured liorizontally along the siu•face for lengtll of Steel Casulg Pipe
installed
b. Payment
1) Tlie worlc performed and ul�terials fiir�lished ii1 accoi•dauce with tlus Itein
a�1d measiired as provided imder "MeasuremenY' will be paid for at the imit
price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open
Cut" installed for:
a) Various Sizes
2) The worlc performecl and inaterials fiiri�is(ied in accordance with this Itein
and i1le�slired as provided under "Measurement" will be paid for at the unit
price bic� per linear foot of "Casing, By Other tlian Open Cut" installed for:
a) Various Sizes
c. Ttle price bid shall inclitde:
1) Furnishing and installing Steel Casing Pipe as specif ed by the Drawings
2) Mobilization
3) Launcliing shaft
4) Receiving shaft
5) Water Coiltrol
6) Port�tl Stabilization
7) Settlement Monitorin�
8) Contact Groutin�
9) Pavement removal
10) Excavation
1 I ) Hatiling
12) Disposnl of excess ii�ateri�l
13) Fiirnishing, placemeilt, aud compactiou of baciciill
14) Clean-up
B_y Other than Open Ciit Under Bypass Channel:
a. Measiu�ement:
I) Meas�ired horizontall�� the siuface for tenetll of Steel Casin� Pi�e
installed
b. Pavment:
1) The Worlc Performed and nlaterials fiirnistled in accocdailce with this Item
and meastu�ed as provided iuider "Measiuement" will be �aid for aY the unit
price bid per linear foot of "Casii�g, By Other t(1an Open Cut Under Bypass
Chaunel" installed foi•:
CITY OF FORT �i�ORTF(
STANDARD CONSTRUCT(ON SPEC[F[CATION DOCUMENTS
Revised December 20, 2012
TRV — Parls 6�� 12 — White Sctdement Dridge
Water and Sanitary Sewer Relocations
Project No. 009E9
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33 OS 22 - 3
STEEL CAStNG PIPE
Page 3 of 7
a� V1P1011S SIZeS
c. The price bid shall inchide:
1) Furnisliing and installing Steel Casin�pe as specified by the Drawin�s
and associated sections
2) Mobilization
3) Water Connol
4) Portal St�bilization
5) Settlement Monitoz•in�
6) Contact GroLitiug
7) Pavement removal
8) Excavation
9) Haulin
10) Disposal of excess iz7aterial
11) Flu•nishing„�placement, and con7paction of backfili
12) Clean-up
REFERENCES
A. Reference Standards
l. Reference standards cited in this Speci�cation refer to the ctu�rent reference
standard pubtished at the tiine of the latest revision date logged at the end of this
Specification, nnless a date is specifically cited.
2. ASTM International (ASTM):
a. A139, Standard Specification for Elech•ic-Fusion (Arc)-Welded Steel Pipe
(NPS Sizes 4 and Over).
3. American Water Worlcs Association (AWWA):
a. C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines -
Enamel and Tape - Hot Applied.
27 B. Reference Documents:
28 1. Appendix GC-4.02: Subsurface and Physical Conditions
29 1.4 ADMINISTRATIV� R�QUIREM�NTS [NOT USED]
30 1.5 SUBMITTALS
31 A. Submittals sliall be in accordance with Section O1 33 00.
32 B. All submittals shall be approved by the City prior to delivery.
33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
34 A. Product Data
35 l. Exterior Coating
36 a. Material data
37 b. Field touch-up procedures
38 2. Interior Coating
39 a. Material data
40 b. Field touch-up procedures
41 B. Shop Drawings
42 1. For Trenchless Constrliction, �rovide the followin�:
43 a. Ftu•nish detaiLs for Steel Casing Pipe outlining the followin�:
C[TY OF FORT WORTH TRV — Parts 6& 12 — White Settlement E3ridge
STANDARD CONST2UCTION SPEC[FfCAT[ON DOCUMENTS Water and Sanit�ry Sewer Relocations
Revised December 20, 2012 Project No. 00969
330522-4
STEEL CASING PtPG
P�ge 4 o t� 7
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1) Grout/liibrication ports
2) Joint details
3) Other iniscellaneous items for fi►riushing and fabricating�ipe
b. Submit calculations in a neat. legible format that is senled by a Licensed
Professional Engineer in Texas, consistent with the information provided in the
Geotechnical En in�� Report, and includes:
1) Calculations coniirmin tg llat pipe jacicin�pacitv is adec�uate to resist the
anticipated 'acicing loads for eaeh crossing with a n�iniimim facYor of safetX
of 2.
2) Calctilations coniirnun tg l�at pipe capacitv is adequate to safely su�port all
other anticipated loads, inchidin� eartli and �oundwater pressiires,
surcharge loads, and handlin 1� oads•
3) Calculations confirnun tg liat jointiilg method will support all loading
conditions.
15 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
16 1.8 MAINTENANC� MAT�RIAL SUBMITTALS [NOT US�D)
17 1.9 QUALITY ASSURANC� [NOT US�D]
18 1.10 DELIV�RY, STORAGE, AND HANDLING
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A. Delivery, Handling, and Storage
L Prior to delivery of the pipe, end/iuternal bracing shall be fiu•nished and installed,
as recominended by the tnanufachirer, for protection dtn�ing sliipping and stor�ge.
2. Deliver, handle and store pipe in accordance with the Maniifacttu�er's
recommendations to protect coatiug systems.
1.11 FIELD [SIT�] CONDITIONS [NOT USED]
112 WARRANTY [NOT US�D]
26 PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED [oa] OWNER-SUPPLI�DPRODUCTS [NOT USED]
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2.2 MATERIALS
A. Design Criteri�
1. The Contr�ctor is fitlly responsible for the design of Steel Casing Pipe that meets or
exceeds the desigu reqliirements of this S�ecificatioil aild that is specifically
designed for inst�llation by the intended h�enchless inetllod.
2. For Steel Casiug Pipe utilized for hinneling projects, consider ttie following:
a. Design of the casing pipe shall accol�nt for �11 installation and service loads
including:
1) Jacicing lo�ds
2) Exterual groundwater ailcl eart(1 loads
3) Traffic loads
4) Practical consideratiou for ll�ndliug, shipping aud other consh�uction
operations
5) Any otlier live or dead loads reasonably anticipated
C[TY OF FORT WOIZTH TRV -- Parts 6& 12 —���hite Settlement [3ridge
STANDARD CONSTRUCTION SPEC[FfCATION DOCUMENTS bVater and Sanit�ry Sewer Relocations
2evised December 20, 2012 Pro,jecl No. 00969
330522-5
STEEL CASING PIPE
Page 5 of'7
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b. Design shall be sealed and signed by a registered Professional Engineer
licensed i�i the State of Texas.
c. The allowable jacking capacity shall not exceed 50 percent of tlie minimum
steel yield stress.
3. Steel Casing Pipe shall have � mii�imtmi wall thickness as follows:
Casing Pipe Diameter Minimum Wall'd'hicicness
(inches) (inches)
14 — 18 .3125 (5/16)
20 — 24 0.375 (3/8)
26 — 32 .5 (1 /2)
34 — 42 .625 (5/8)
44 — 48 .6875 (11/16)
Greater than 48 Project specific design
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4. Steel Casing Pipe shall be provided witll inside diameter sufficient to efficiently
install the required carrier pipe witl� casing spaceis as required in Section 33 05 24.
a. Miniimuli allowable casiilg diameters are shown on the Drawings for each
crossing.
5. Furnish in lengths th�t are conlpatible with Contractor's shaft sizes and allowable
woric areas.
6. Random segments of pipe will not be permitted for straigl�t ilins of casing.
a. Closing piece seginents, however, shall be acceptable.
�. When required by installatiou method, provide grout/lubricant ports along the pipe
at intervals of 10 feet or less.
a. Ports and �ttings shall be attached to the pipe in a manner that will not
materially affect the strength of the pipe nor interfere with installation oi carrier
pipe.
b. Plugs for sealing the fittings sl�all be provided by the Contractor and shalt be
capable of witlistaiiding all extern�l and interilal pressures and loads without
lealcing.
B. Materials
1. Provide new, smooth-wall, carbon steel pipe conforming to ASTM A139, Grade B.
2. Dimensional Tolerances
a. Furnislling and installing Steel Casnlg Pipe witl� dimensional tolerances that are
compatible with performance requirements and proposed installation methods
that meet or exceed the speciiic requirements below:
1) Miniinum wall thiclaless at any point shall be �t least 87.5 percent of the
noininal wall thickness.
2) Outside circumference within 1.0 percent or 3/4 inch of the nominal
circumference for pipe > 24 inch diameter, whictiever is less.
3) Outside diameter of the pipe sllall be within 1/8 inch of the nominal ontside
diameter.
4) Roundness such that the difference between the major and minor outside
diameteis shall not exceed 0.5 percent of tlle specified non�inal outside
diameter or 1/4 inch for pipe > 50 incl�es diatneter, whichever is less.
CITY OF FOI2T ���ORTIt TRV — Parts 6& 12 —\��hite SetUement Qridge
STANDA2D CONSTRUCTION SPECIFICATION DOCUMENTS ���ater and Sanitaiy Sewer Relocations
Revised December 20, 2012 Project No. 00969
330522-(
STEEL CASING P(PE
Page 6 of 7
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IS
5) Maximum alLowable straightness deviation of 1/8 inch in any 10-foot
length.
3. All steel pipe shall have square ends.
a. The ends of pipe sections shall not vary by more tlian 1/8 inch at any point fi•om
a true plane perpendicular to the axis of t(1e pipe and passing tluougti the center
of the pipe at the end.
b. Wheu pipe ends have to be beveled for welding, the ends shall be beveled on
the outside to an angle of 35 degrees with a tolerance of � 2'/2 degrees and with
� width of root face 1/16 inch � I/32 inch.
4. Steel Casing Pipe shall be fabricated with longihldinal weld seams.
a. All girth weld seanls shall be ground flush.
C. Finishes
1. Provide inside and oiitside of Steel Casing Pipe with a coal-tar protective co�ting in
accordance with the requirements of AWWA C203.
a. Touch up after field welds shall provide coating equal to those specified above.
16 2.3 ACCESSORIES [NOT OSED]
17 2.4 SOURC� QUALITY CONTROL [NOT US�D]
18 PART 3 - EXECUTION
19 3.1 INSTALL�RS [NOT US�D]
20 3.2 �XAMINATION [NOT USCD]
21 3.3 PR�PARATION [NOT US�D]
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3.4 INSTALLATION
A. Iustal( Steel Casuig Pipe for By Other tl�an Open Cut and Bv Other than Open Cut
Uncler By�ass Channel in accordance with Section 33 OS 20 or Section 33 OS 2'7.
Install Steel Casing Pipe foc Open Cut i�l accordance with Section 33 OS 10.
1. Steel Casing Pipe connections shall be achieved by fiill penetration field butt
welding or an iutegral machined press-fit comlection (Pei•nlalok or eqt�al) prior to
installation of ttle pipe, depending on the type of carrier pipe.
2. Allowable joint types for each crossing are shown on the Dr�wings.
3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of
steel pipe is aceeptable.
4. I�ltegral macliined press-fit comiections shall be installed in accordance with the
manufachu�er's installation procedures and recoillmendations.
B. Carrier pipe sl�all be installed inside Steel Casing Pipe in accordance with
Section 33 OS 24.
C. Contact grouting of the annulus outside the casing pipe shall be performed in
accordance with Section 33 OS 27 or Section 33 05 28.
C(TY OF FORT WORTFI TRV — Parts 6 S 12 — White Settlement E3ridge
STANDARD CONSTRUCTION SPECIFtCATION DOCUMENTS Water and Sanitary Sewer Reloc�tions
Revised December 20, 2012 Projecl No. 00969
330522-7
STEEL CASING PIPE
Page 7 o f 7
1 3.5 R�PAIR / R�STOI2ATION [NOT USED]
2 3.6 R�-INSTALLATION [NOT US�D]
3 3.7 FI�LD (oa] SIT� QUALITY CONTROL [NOT US�D]
4 3.8 SYST�M STARTUP [NOT US�D]
5 3.9 ADJUSTING (NOT US�D]
6 3.10 CL�ANING [NOT US�D]
7 3.11 CLOSEOUT ACTIVITI�S [NOT US�D]
8 312 PROT�CTION [NOT US�D]
9 3.13 MAINTENANC� [NOT USED]
10 3.14 ATTACHM�NTS [NOT US�D]
11 END OF SECTION
�,d
13
Revision Log
DATE NAME SUMMARY OF CHANGE
l2/20/2012 D. Johuson 2•2•A —Formatting modified to apply thickness requiremeuts for all casing
installation metllods
CITY OF FORT \V02TH
STANDARD CONSTRUCT[ON SPECIFICAT[ON DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Setdemen[ Bridge
Water and Sanitary Se�ver Relocations
Project No. 00969
330524-I
WSTALLATION OF CARRIER P[PE W CAS[NG OR TUNNEL LWER PLATE
Page I of 12
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S�CTION 33 OS 24
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
3 PART1- G�N�RAL
4 1.1 SUMMARY
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A. Section Inchides:
L Reqiiireinents %r the installation of carrier pipe into steel casings or hmnel liner
plate at locations shown on the Drawings
B. Deviations from this City of Fort Worth Standard Specification
1. Added 1.1.C.3-10
2. Added 1.2.A.3
3. Added 1.3.B.2.a,d,e
4. Added 1.3.0
5. Added 1.S.0
6. Added 1.6.A
7. Modified 1.6.C.1
8. Modified 1.6.C.S.g
9. Added 1.6.C.6-9
10. Added 1.9.A-C
11. Modified 2.2.B.2.b.1)
12. Modified2.2.B.3.a.3).c).(1)
13. Modified 2.2.B.4.a.3)
14. Added 2.2.B.S.g.4)
15. Added 3.4.A.3
16. Modified 3.4.E
17. Modified 3.7.A
C. Related Specification Sections incliide, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Conh�act
2. Division 1— General Requireuzents
3. Section 33 11 10 — Ductile Iron Pipe
4. Section 33 11 14 — Buried Steel Pipe and Fittings
5. Section 33 04 10 — Joint Bondin� and Electrical Isolation
6. Section 33 04 ll— Corrosion Control
7. Section 33 O1 30 — Sewer aud ManhoLe Testing
8. Section 33 OS 20 — Au�er Boring
9. Section 33 OS 22 — Steel Casing Pipe
10. Section 33 OS 27 — O�en-Shield Pipe Jackin�
11. Section 33 OS 28 — Pilot Tlibe Microhmnelin�
C[TY OR FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCU\4ENTS
Itevised December 20, 2012
TRV — Parts 6� t 2—\��hite Setdement Bridge
Water and Sanitary Se�ver Relocations
City Project No. 00969
33 os za - z
INSTALLAT[ON OF CARRIER P[PE lN CAS[NG OR TUNNEL L[NER PLATE
Page 2 of I 2
1.2 PRIC� AND PAYM�NT PROC�DUR�S
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A. Measureinent and Payment
►�
3
Installation of Sanitary Sewer Carrier Pipe in Casing/Tui7nel Liner Plate
a. Measureinent
1) Measlired horizontally along the surface fi•oin ceuterline to centerline of the
beginning of the casing/liner to the end of the casing/liiler
b. Payment
1) The worlc performed �nd materials filrnished in accord�nce with this Iten�
and measured as �rovided iinder "Measurement" shall be paid for at the
Linit price bid per linear foot for "Sewer Carrier Pipe" complete in place for:
a) Various Sizes
c. The price bid shall include:
1) Furnishin� and installing Sanitary Sewer Maul (Pipe) in Casiug/Tumlel
Liner Plate as speci�ed by the Drawings
2) Mobilization
3) Grout
4) Casing Spacers
5) End seals
6) Excavation
7) Hauling
8) Disposal of excess material
9) Clean-up
Installation of Water Carrier Pipe in Casing/Tum1e1 Liner Plate
a. Measureinent
1) Measured horizoutally along the surface fi�oin centerline to centerline of the
beginning of the casing/liner to tlle end of tlie casing/liner Payment
b. Paynlent
1) The worl< perfortned and nlaterials filrnished in accordanee with this Item
and measured as provided under "Measiu•ement" shall be paid for at the
unit price bid per liuear foot for "Water Carrier Pipe" coinplete in place for:
a) Various Sizes
c. The price bid shall include:
1) Furnishing and iustalling Water Main (Pipe) in Casing/Tunnel Liner Pl�tte
as specified by the Drawings
2) Mobilization
3) Grottt
4) Joint restraint
5) Casing Spacers
6) End seals
7) Excavation
8) Hauling
9) Disposal of excess material
10) Cle�n-Ltp
Installation of Water Carcier Pipe in Vertical Shaft
a. Measurement
1) Measured verticallv froul centerline to centerliile of tlie carrier pipe iiiside
the vertical shaft
b. Pavmeut
CITY OF EORT WORTH
STANDARD CONSTRUCTION SPEC[E[CAT[ON DOCUMENTS
Revised December 2Q 2012
TRV — Parls 6& 12 — White Settlemen[ Bridge
Water and S�nitary Se�ver Relocations
City Praject No. 00969
330524-3
� INSTALLATION OF CARRIER PIPE fN CAStNG 02 TUNNEL LINER PLATE
Page 3 of 12
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1) The worlc performed and materials fiunished in �ccordance with this Item
anu measured as provided under "Measurement" shall be paid for at the
unit price per vertical foot for "Steel Water Carrier Pipe in Vertical Sl�aft"
complete in place for:
a) Various Sizes
c. The bid price shall include:
1) Furnishing and installin� Water Main (pipe) in Vertical Shaft as specified
bv the Drawin�s
2) Mobilization
3) Thrust blockin�
4) Joint Restraint
5) Pipe supports
6) Hauling
7) Disposal of excess material
8) Furnishin� placin� and compactui� of bacicfill material
9) Clean-up
17 1.3 R�F�RENC�S
18 A. Definitions
19 1. Carrier Pipe: Perinanent pipe for operational use that is used to convey flows
20 2. Casing: A steel pipe or tunnel liner installed by trencliless methods that supports the
21 ground and provides a stable underground excavatioil for installation of the carrier
22 pipe
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B. Reference Standards
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2.
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Reference standards cited in this Specification refer to the current reference
standard published at the tiine of the latest revision date logged at the end of this
Specification, ui�less a date is speciiically cited.
American Society of Testing and Materials (ASTM)
a. C31 Standard Practice for Maltin� and Curing Concrete Test Speciinens in the
Field
b. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens.
c. C109, Standard Test Method for Conzpressive Strength of Hydraulic Cement
Mortars (Using 2-in or [50 i�1] Cube Specitneus).
d. C150, Specification for Portland Cenleilt
e. C494 Specification for Chemical Admixh�res for Conerete
f. D638, Standard Test Method for Tensile Properties of Plastics.
International Organization for Standardization (ISO):
a. 9001, Quality Manageinent Systems - Requirements.
Occupational Safety and Health Administration (OSHA)
a. OSHA Regiilations and Standards for Under��ound Construction, 29 CFR Part
1926, Subpart S, Underground Construction and Subpart P, Excavation.
42 1.4 ADMINISTRATIVE R�QUIREM�NTS [NOT US�D]
43 1.5 SUBNIITTALS
44 A. Submittals sha(I be in accordance with Section 01 33 00.
C[TY OF FORT \\�ORTH
STANDARD CONSTRUCTION SPECIF(CATION DOCUMENTS
Revised December 2Q 2012
TRV — Parts 6& 12 -- W hite Settlement [3ridge
Water and Sanitary Sewer Relocations
City Project No. 00969
33 os za - a
[NSTALLAT[ON OF CARRtER PIPE IN CAS[NG OR TUNNEL LINER PLATE
Page 4 of 12
B. All submittals sllall be approved by the City prior to delivery.
2 C. Review and acceptance of the Coniractor's subnzittals by the En�ineer shall not be
3 consh•ued in any wa,y as relievin� the Contractor of its responsibilities under this
4 Conh•act
5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
( A. Qualifications
7 1. The Cont��actor shall submit personnel requiren�ents meetin tl�; ie requirements
8 specified in Para t��aph 1.9 A and B.
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B. Product Data
1. Casing Isolators/Spacers
a. Material Data
2. Grout Mix
a. Material Data
14 C. Shop Drawings
15 1. Reqliu�ed for 24-inch and larger casin� pipe installations
16 2. Subnlit Worl< Plan describing the carriei• pipe installation equipment, materials and
l7 construction inethods to be employed.
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4.
Casing Spacers/Isolators
a. Detail drawiilgs and mamifacturer's inform�tion for the c�sing isolators/spacers
that will be used.
1) Incllide dimension and component materials and docttnientation of
manufachu�er's ISO 9001:2000 certificltion.
b. Alternatives to casing spacers/isolators nlay be allowed by the City on a c�se-
by-case basis.
c. For consideration of alternate method, submit a detailed description of inethod
inchiding details.
End seal or blilldiead designs and locations for casing/tiners.
5. Annular Space (betweeil carrier pipe and casing/tunnel linec plate) Grouting Woi•k
Plai1 and Methods includii�g:
a. Gcouting methods
b. Details of eqliipment
a Gcoiiting procedures and seqiiences iucluding:
1) Injection methods
2) Injection pressures
3) Monitoring aud recording eqliipnleut
4) Pressiue gaiige calibration data
5) Materials
d. Grout mix details including:
1 � �1'O�JOI'tIO11S
2) Adnlixtures inclttding:
a) Marnifacturer's literature
b) Laboratory test data verifying the strength of the proposed groiit mix
c) Proposed �•out densities
d) Viscosity
e) Initial set time of grout
CITY OF FORT WORTH TRV — Parts 6& 12— White Setdement aridge
STANDARD CONSTRUCT[ON SPEC[F[CAT[ON DOCUMENTS Water and Sanitary Sewer Relocations
Revised December 20, 20 ( 2 Ciry Project No. 009(9
330524-5
(NSTALLAT[ON OF CARR[ER PIPE W CASING OR TUNNEL LINER PLATE
Page 5 of 12
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(1) Data for tl�ese requirements shall be derived fi��m trial batches fiom
an approved testing laboratory.
e. Submit a nunimLtin of 3 other siinilar projects where the proposed grout mix
design was used.
£ Subinit anticipated volumes of grout to be pumped for each application and
reach ��outed.
g. For pipe installations without l�old down jacks or a restr�iued spacer, provide
buoyant force calclilations ditring grouting and imeasures to prevent flotation.
1) Calculations sealed by a licensed Engincer in the State of Texas.
h. Description of inethods and devices to prevent buckling of carrier pipe dliring
gcouting of annular space, if required
Reports and Records:
a. Maintain and subnut daily lo s�of g�outin� operations. ulclude routin�
locations pressures volumes and �out mix pumped, and time of pumpin�•
Note an�problems or umisual observations on lo�s.
Grout Strength Tests:
a. Submit test results for 24-hour and 28-dav compressive strength tests for the
cylinder molds or �rout cubes obtained durin� ��outing operations.
Contin�encv Plan:
a. Submit a contingency�lan to re-round carrier pipe in the event of bueidin�
durin�groutin� of the annular space. Plan shall inchide provisions such as
lceeping hvdraulic jacics aud jacicin� shoes conformed to the pipe interior at the
site of the �routinp�peration. Plan shall be reviewed and accepted by slipplier
of carrier �e in addition to review and acceptance by the Engineer.
S�fety Plan:
a. Submit a safety plan for the carrier �ipe installation operations inchidin�
monitoring ec�uipilient and procediues and �ovisions for lighting, ventilation,
and electrical system safepuards. Provide name of site safety representative
responsible for im�lementin� safet�program Noti Engineer if safety plan is
the same as for trenchless installarion operations.
31 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
32 1.8 MAINT�NANC� MAT�RIAL SUBMITTALS [NOT USED]
33 1.9 QUALITY ASSURANCE
34 A. The Contractor responsible for installation of the carrier pipe shall have completed
35 similar work on at least tluee (3�rojects witlun the last five (S�Xears. Additionallv,
36 the contractor shall have completed at least one (� �roiect with carrier pipe of 24-inch
37 diameter or lar�
38 B. The surve oy r res�onsible for carrier pipe line-and-grade control shall be a Licensed
39 Surveyor re�istered in the State of Texas who has prior experience on trenchless
40 pro�ei cts•
41 C. Grout Sh•en�th Tests:
42 1. Perforil� 24-hour and 28-dav com�ressive strength tests for proposed �out mix
43 des i �n•
C[TY OF FORT \��ORTH TRV -- Parts 6& 12 — White Settlement t3ridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 1Vater and Sanitary Se�ver Relocations
Revised December 20, 2012 City Project No. 00969
330524-(
INSTALLATION OF CARRlE2 PIPE [N CASMG OR TUNNEL L[NER PLATE
Page 6 of 12
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2. Perforui field samp(in dg liring, annlilar s�ace ig •ottting. Collect at least one set of
four �4�ylinder molds or grout cubes for each 100 cubic yards of rog ltt ul'ei cted
but not less tlian one set for each grouting shift. Perforn� 24 hour and 28 da�
compressive stren h tests per ASTM C39 (cylindrical specimens� or C 109 (cube
specimens). Reinainin�amples shall be tested as directed by En ii� leer
D. Certifications
1. Casing isolator/spacer manuf�chirer sliall be certified against the provisions of
IS09001:2000.
1.10 DELIVERY, STORAGE, AND HANDLIN� [NO'i' US�D]
1.11 FI�LD [SIT�] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
12 PART 2 - PRODUCTS
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2.1 OWNER-FURNISHED [oa] OWNER-SUPPLI�DPRODUCTS [NOT USED]
2.2 MAT�RIALS
I_1
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Marnifacturers
1. Only tlie manufactureis as listed on the City's Standard Products List will be
considered as shown in Section 01 60 00.
a. The maintfachirer must comply with this Specification �nd related Sections.
2. Auy prodlict that is not listed on the St�ndard Products List is considered a
siibstihition and sl�all be submitteci in accordance witl� Section O1 2S 00.
3. The Casing Spacers/Isolators shall be new and the product of a m�nufaciiirer
reg�ilarly engaged in the manufachu•ing of casing sr�acers/isolators.
Design Criteria and Materials
1. Carrier pi�e sliall be installed within the horizoi7tal �nd vertical tolerances as
indicated in PART 3 of this Specificatioil, incocporating all support/insulator
dimensions re uired.
Diametei• Speci6cation
(inct�es) Material Reference
Water Line 6-12 DIP (Restrained) 33 11 10
DIP (Restrained) 33 11 10
16-20 AWWA C303 (Restrained) 33 11 13
DIP (Restrained) 33 11 10
AWWA C303 (Restrained) 33 11 13
24 and ��eater AWWA C301 (Restrained) 33 11 15
Sanitar,y DIP (with Ceramic Epoxy) 33 11 10
Sewer Line 8-16 PVC C900 DR14 33 31 20
DIP (witll Cer�mic Epoxy) 33 11 10
18 and �n•eater Fiberglass 33 31 13
2. Grouting of annular space
a. For gravity sewer carrier pipe installation:
1) Fill all voids between the carrier pipe and the casing or liiler witll grout.
�
CITY OF FORT WORTI I TRV — Parts 6�C ( 2— 1Nhite Settlement Qridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water �nd Sanitary Sewer Relocations
Revised December 20, 2012 City Project No. 00969
33 os Za - �
INSTALLATION OF CARR[E2 PIPE IN CASING OR TUNNEC LINEtt PLATE
Page 7 of 12
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2) All exterior carrier pipe s�ufaces and all interior casing or liner surfaces
shall be in contact with the grout.
b. For water line installation:
1) No annular space fill will be used, except as specifically noted on tl�e
Drawin�s.
Grout Mixes
a. Low Density Cellular Grout (LDCC)
1) Anmilar space (between sewer carrier pipe and casing/liner) grout shall be
LDCC.
2) The LDCC shall be portlaud cement based grotzt izux with the addition of a
foa�ning ageilt designed for tliis application.
3) Develop 1 or more grout mixes designed to completely fill the anmilar
space based on the following requirements:
a) Provide adequate retardation to completely fill the annul�r space in 1
monolithic pour.
b) Provide less than 1 pereent shrilikage by vohime.
c) Compressive Strength
(1) Minimum strength of 10 psi in 24 I�ours, 150 psi in 28 days
d) Design grout mix with the proper density and use proper methods to
prevent floating of the carrier pipe.
e) Proportion g�out to flow and to completely fill all voids between tlle
carrier pipe and the casing or liner.
4. End Seals �
a. Provide end seals at each end of the casing or liner to contain the grout bacl�ll
or to close the casin�liner ends to prevent the inflow of water or soil.
1) For water piping less than 24-inch diameter, use hard rubber seals, Model
PL Link Seal as manufactured by the Thunderline Corporation or approved
equal.
2) For water piping 24-inch diameter and greater, use pull-on, 1/8 inch thick,
synthetic rubber end seals, Model C, as manufachired by Pipeline Seal and
Insulator, Inc. or approved equal.
3) For sewer piping, no eud seals are requu�ed siuce the annular space between
the carrier pipe and the casiug will be grouted.
b. Design end seals to withstand the anticipated soil or grouting pressure and be
watertight to prevent groundwater from entering the casing.
5. Casing Spacers/Insulators
a. Provide casing spacers/insulators to support the carrier pipe diiring installation
�nd g�•outing (where grollt is used).
b. Casing Spacers/Isolators material and properties:
1) Sliall be miniinum 14 gage
2) For water pipe, utilize Staiuless Steel.
3) For sewer pipe, utilize Coated Steel.
4) Suitable for supporting weight of carrier pipe without deformation or
collapse during installation
c. Provide restrained-style casing spacers to hold all pipes stable during grouting
operations and prevent flo�ting or ulovement.
d. Provide dielectric strength sufficient to electrically isolate each coil�ponent
fi•oin one another and fi�om the casing.
e. Desi�� risers for a�propriate loads, and, as a nunimum:
C[TY OF FORT 4VORTII
STANDARD CONSTRUCT(ON SPECtFICATION DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 — White Settlement Bridge
Water and Sanitary Sewer 2elocations
City Project No. 00969
33 os za - s
INSTALLAT[ON OF CARR[ER P[PE W CAS[NG OR TUNNE[. LINER PLATE
Page 8 of 12
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h.
1) Provide 10 gage steel riseis
a) Provide stainless steel bands and risers for water installations.
Band materi�l and criteria
1) Provide polyvinyl chloride inner liner with:
a) Miuimum tl�ickness of 0.09 inches
b) Durometer "A" of 85-90 hardness
c) Minimum dielectric strengtl� of 58,000 volts
Rumier material and criteria
1) Provide pressure-molded glass reinforced polymer or UHMW with:
a) Minimum of 2 inches in width and a minimtun of 11 inches in length.
2) Attach to the band or riser with 3/8 nlch minimum welded steel or staii�less
steel shids.
3) Riuiner studs and nuts shall be recessed well below the wearing slirface of
the rimner
a) Fill recess with a corrosion inhibiting filler.
Riser height
1) Provide sl�ffcient height with attached runnec allow a mininnml clearance
of 2 inches between the ontside of cari•ier pipe bells or couplings and the
inside of tlle casing liner surface.
20 2.3 ACC�SSORIES [NOT US�D]
21 2.4 SOURC� QUALITY CONTROL [NOT US�D]
22 PART 3 - EX�CUTION
23 3.1 INSTALL�RS [NOT US�D]
24 3.2 �XAMINATION [NOT USED]
25 3.3 PR�PARATION [NOT US�D]
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3.4 INSTALLATION
A. General
l. Carrier pipe installation shall not begin until tlie following tasks have been
completed:
a. All rec�uired submittals have been provided, reviewed and accepted.
b. All casing/liner joints are watertiglit and no water is entering c�sin� or liner
fi�om any sources.
c. All contact �•outin� is complete.
d. Casing/liner aligiiinent record drawings h�ve beeu sl�bmitted and accepted by
City to document deviations diie to c�siug/liner instaltation.
e. Site safety representative has prepared a code of safe practices and an
emergency plan in �ccordance witl� applicable reql�irements.
2. The c�i•riei• pipe shall be installed within the casings or liuei•s between the limits
indicated on tl�e Drawings, to the specified lines and g►•udes and utilizing methods
which iuclude due regard for safety of workers, adjacent structures and
improvetnents, utilities and tlie public.
CITY OF EORT WORTFi TRV -- Parts 6�C 12 — White SetUement Qridge
STANDARD CONSTRUCT[ON SPECIF[CATION DOCUMENTS Water and Sau�itaq� Sewer Relocations
Revised December 20, 2012 City Project No. 00969
330524-9
tNSTAL[.ATION OF CARR[ER P[PE [N CASING OR TUNNF.L LINER PLATE
Page 9 of 12
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3. Furnish all necessary equipment power, water, and utilities for carrier pipe
instaliation insulator riumer lubricant �oliting, and other �ssociated Worl<
required for the Contractor's methods of consh�uction.
B. Control of Line and Grade
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Install Carrier pipe inside the steel casing within the following tolerances:
a. Horizontal
1) � 2 ulches from design line
b. Vertical
1) tl incli from design grade
Check line and grade set up pi•ior to beginning carrier pipe installation.
Perfornl survey checks of line-and-grade of carrier pipe dtuing installation
operations.
The Conh�actor is fiilly responsible for the accuracy of the installation �nd the
correction of it, as requn-ed.
a. Where the carrier pipe installation does not satisfy the speeified tolerances,
correct the installation, inciiiding if necessary, redesign of the pipe or shuctures
at no additional cost to City.
C. Installation of Carrier Pipe
Pipe Installation
a. Remove all loose soil fiom casing or liner.
b. Grind smooth all rough welds at casing joints.
2. Installation of Casing Spacers
a. Provide casing spacers, insulators or other approved devices to prevent
flotation, inovement or damage to the pipe dliring installation and grout bacl�ll
placement.
b. Assemble and securely fasten casing spacers to the pipeline to be installed in
casings or tunnels.
a Correctly assemble, evenly tighten and prevent damage during tightening of the
insulators and pipe insertion.
d. I��stall spacers in accordance with mamifact�uer's recoinmendations.
e. Install carrier pipe so that there is no metallic contact between the carrier pipe
and the casing.
f. Carrier pipe shall be installed withoiit sliding or dragging it on the ground or in
the casing/liner in a mauner that eould damage the pipe or coatings.
g. Coat the casing spacer rumiers with a non-corrosive/environlnentally s�fe
lubricant to minimize fi�iction when installing the carrier pipe.
h. The earrier pipe shall be electrically isolated fi•om the carrier pipe and from the
casmg.
i. Grade the bottoin of the trench adjacent to eaeh end of tlie casing to provide a
firm, uniform and contimious support for the pipe. If the trench requires some
backfill to establish the final trench bottom grade, place the backfill materiat in
6-inch lifts and compact each layer.
j. After the casing or hmnel liner llas been placed, pump dry and maintaiii dry
until the casing spacers aud end seals are installed.
3. Insulator Spacing
a. Maximum distauce between spacers is to be 6 feet.
C[TY OF F02T WORTH
STANUARD CONSTRUCTION SPECtFICATfON DOCUMENTS
2evised December 20, 20 t 2
T2V — Parts 6& 12 —\4�hite Settlement [3ridge
Water and Sanitary Se�ver Relocations
Ciry Project No. 00969
33 05 24 - 10
INSTAL.LATION OF CARR[ER P[PE IN CASING OR TUNNEL L(NER PLATE
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b. For dlictile-iron pipe, flangeci Uipe or bell and spigot pipe, install spacers within
one foot on each side of the bell or flange and oue in the center of the joint
where 18-foot or 20-foot long joints are used.
c. If the casing or pipe is angled or bent, reduce the spacing.
d. The end spacer must be within 6 inches of the end of the casing pipe, regarciless
of size of casing ancl pipe or type of spacer ilsed.
e. Install spaceis on PVC pipe at the insertion liue to prevent over-insertiou of the
spigot into the bell.
4. After installation of the carrier pipe:
a. Mortar inside and outside of the joints, as applicable.
b. Verify electrical diseontimtity between the water carrier pipe and hiiinel liner.
1) If contimlity exists, remedy the short, by all meaus uecessary inchtding
removing and reinstalling the can•ier pipe, prior to applying celhllar grout.
c. If hold ciown jacics or casing spacers are used, seal oi• plilg the ends of the
casi�lg.
d. If steel pipe is used and not welded prior to installation in casing/liner, welcliilg
of pipe will oiily be allowed after grouting of �nntilar space is complete.
D. I�istailation of End Seals
19 1. For Water Pipes
20 a. Groiit end of c�sing/liner a minimilm of 6 inches and a maxiil�um of 12 inches.
21 b. Place pul(-ou syuthetic rubber end seals on the pipe and pull over tlle eild of the
22 casing. Securely fasten with stainless steel bands.
23 2. For Sewer Pipes
24 a. Grout aiulular space between carrier pipe and casing as indicated in tllis
25 Specification.
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E. Aiunilar Sp�ce Grouting (For Sewer Only, Exce�t as Specifica(ly Noted on the
Drawin�s)
1. Prepare pipe as necessary to prevent the pipe fi•om floating during grouting
operation as necessary.
2. Mixing of Grout
a. Mix matecial in eqiiipment of sufficient size to provide the desired aniotmt of
��out material for eacl� stage in a single operatioii.
1) Tl�e equipment shall be capable of mixiug Yl1e grout at the reqliired densities
for the approved procedtue and shall be cap�ble of chailging the densities
as reqliired by field coizditions.
3. Backfill Aiin�ilar Space with Groiit
a. Prior to fitling of the anrnillr space, test tlie carrier pipe in �ccord�ilce with
Sectiou 33 O1 30.
b. Verify the nlaxinlum allowable press�ire with the cacriei• pipe manufacttirer and
do not exceed this pressure.
c. After the installation of tlie carrier pipe, tlie remaining space (all voids) between
t(1e casing/liner and the carrier sllall be �filled with LDCC g�•out.
1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall
be in contact with the grolit.
2) Gi•out shall be pilmped tlu�ough a pipe or hose.
3) Use gcout pipes, or otller appropriate materials, to avoid damage to carrier
pipe during groilting.
CITY OF FORT WORTFf TRV — Parts 6& 12 — White Settlement E3ridge
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMENTS W�ter and Sanitary Sewer 2clocations
Revised Decembcr 20, 2012 City Project No. 00969
330524-II
(NSTALLATION OF CARRfER PIPE IN CASING OR TUNNEL. LlNE2 PLATE
' Page 1 I of 12
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Injection of LDCC Grout
a. Grout injection pressure sliall not exceed the carrier pipe marnifacturer's
approved recommendations or 5 psi (whichever is lower).
b. Pumping equipti�ent sliall be of a size sufficient to inject �•out at a voluu�e,
velocity and pressure cornpatible with the size/voh►me of tlie �nmilar space.
c. Once �outing operations begin, �•outing shall proceed uninterrupted, unless
groutiug procedures requue multiple stages.
d. Grout placements shall not be terminated until the estimated annular volume of
�out has been injected.
Blocic the can�ier pipe during g�•outing to prevent f;otation during ��ollt installation.
Protect and preseive the interior surfaces of the casing from damage.
12 3.5 R�PAIR / R�STORATION [NOT US�D]
13 3.6 RE-INSTALLATION [NOT LIS�D]
14 3.7 FIELD [oa] SITE QUALITY CONTROL
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A. Reports and Records required for casing�ipe installations equal to or greater than 24-
inches and longer than 150 feet
L Maintain and submit daily logs of grouting operations.
a. Inchide:
1) Groliting locations
2) Presstues
3) Volumes
4) Grout mix pumped
5) Time of pumping
2. Note any problems or unusual observations on logs.
B. Grout Strength Tests
l. City will perform testing for 24-holu and 28-day compressive strength tests for the
cylinder molds or grout cubes obtau�ed during grouting operations.
2. City will perfort7i field sainpling during annular space groutuig.
a. City will collect at least 1 set of 4 cylinder molds or �out ciibes for each 100
cubic yards of grout injected but not less than 1 set for each grouting shift.
b. City will perfortn 24-l�our and 28-day compressive strength tests per ASTM
C39 (cylindrical specimens) or ASTM C109 (cube specimens).
c. Remaining samples shall be tested as directed by City.
C. Safety
1. Tlie Contractor is responsible for safety on the job site.
a. Perforin all Worlc in accordance with the current applicable regulations of the
Federal, State and local agencies.
b. In the event of conflict, coiz�ply with tlle more restrictive applicable
requirement.
2. No gasoline powered equipment shall be perinitted in jacking shafts and receiving
shafts/pits.
�. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to
applicable loc�l, State and Federal regulations.
CITY OF F02T WORTH
STANDAI2D CONSTItUCTION SPEC[F[CATION DOCUMENTS
Revised December 20, 2012
T2V — Parts 6�C 12 — White Setdement Bridge
Water and Sanitaiy Sewer Relocations
Ciq� Project No. 009C9
33 os za - i 2
[NSTALLATION OF CARRIER PIPE [N CASING OR TUNNEL LWE2 PLATE
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3. Methods of construction shal( be siich as to ensure the safery oitlie Worl<,
Conh�actor's and other eu�ployees on site and the pt�blic.
Ftu•ilistz and oper�te a teniporary ventilation system iu accordance w?th applicable
safety reqiiirements when personnel are liuderground.
a. Perform all required air and gas monitoring.
b. Ventilation system shall provide a slifficient supply of fresh air and inaintain an
attnospliere fiee of toxic or flanunable gasses in all under�•ound worlc areas.
Perforin all Work ii1 accordance wiYh all current applicable regtilations and safety
requirements of the federal, state and local agencies.
a. Coinply witli all applicable provisions of OSHA 29 CFR Part 1926, Subpart S,
Underground Construcrion and Sllbpart P, Excavations.
b. I�7 the event of conflict, comply witl7 tlle more shingent reqnu•emeuts.
If personnel will euter the pipe ciliring coustruction, Yhe Contractor shall c�evelop an
emergency response plan for rescuing persomiel trapped undergcound in a shaft
excavation or pipe.
a. Keep on-site all equipment reqiiired for emergency response ii1 accordauce with
the agency having j�icisdiction
l8 3.8 SYSTEM STARTUP [NOT USED]
19 3.9 ADJUSTING [NOT USED]
20 310 CLEAMNG [NOT USED�
21 3.11 CLOSEOUT ACTIVITI�S [NOT US�D]
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2(
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANC� [NOT US�D)
3.14 ATTACHM�NTS [NOT US�D)
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Jof�nson 2.2.B.1 — Modifed minimum water line diameter fi�om 8-inches to 6-inches
27
CfTY OF FORT 4VORTH TRV — Parts 6& 12 — White Setdement [3ridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Watcr and Sanitary Sewer Relocalions
Revised Decembcr 20, 20 f 2 City Project No. 00969
33 OS 26 - I
UTILITY \4ARKEItS/LOCATORS
Page I of5
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SECTION 33 OS 26
UTILITY MARICERS/LOCATORS
3 PART1- GENLKAL
4 1.1 SUMMARI'
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A. Section Includes:
1. Buried and surface utility markeis for utility construction
B. Deviations fiom this City of Fort Worth St�udard Specification
1. Added 1.2.A.3.h — i
2. Modified 2.2.B.2.a
3. Added 2.2.B.2.b
C. Related Specification Sectious include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Conh act
2. Division 1— General Requirenlents
1.2 PRICE AND PAYMENT PROCEDORES
A. Measurement and Payinent
1. Measurement
a. Measurement for tlus Item will be by lLur►p sum.
2. Payment
a. The worlc performed and materials furnished in accordance with this Itein will
be paid for at the lump sum price bid for "Utility Marlcers".
3. The price bid shall include:
a. Furnishing and installing Utility Marlcers as specified by the Drawings
b. Mobilization
c. Pavement removal
d. Excavation
e. Hauling
f. Disposal of excess material
g. Furnishing, placeinent and compaction of backfill
h. Valve box
i. Pavement restor�tion
j. Clean-up
1.3 REFERENCES
A. Reference Standards
1. Reference staildards cited in this Specifcation refer to the current reference
standard published at the time of the latest cevision date logged at the end of this
Specification, unless a date is specifically cited.
2. American PubLic Works Association (AWPA):
a. Uniform Color Code.
CITY OF FORT WORTH
STANDA2D CONSTRUCT(ON SPECIFICATION DOCUMENTS
Revised December 20, 2012
TRV — Parts 6& 12 -- \4�hite Settlement f3ridge
Water and Sanitary Sewer Relocations
Ciry Project No. 00969
33 OS 2G - 2
UT[L[TY MA2KERS/LOCATORS
Page 2 of 5
1 1.4 ADMINISTRATIVE REQUIItEMENTS [NOT USED]
2 1.5 SUBMITTALS
3 A. Submittals shall be in accordance with Section O1 33 00.
4 B. All submittals shall be approved by the Cit-y prior to delivery.
5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
r
M
�'.�
9 1.7
A. Product Data
L Biu•ied Marker
2. Surface Marker
CLOSEOUT SUBMITTALS [NOT US�D]
10 1.8 MAINTENANCE MATERIAL SUF3MITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE [NOT USED]
12 110 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
13
14
1.11 FI�LD [SITE] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT US�D)
15 PART 2 - PRODUCTS
l6 2.1 OWNER-FURNISR�D (oa] OWN�R-SUPPLIEDPRODUCTS [NOT USED]
t 7 2.2 MATERIALS
18 A. Marnifacturers
19 1. Only the mamifar_,turets as listed on the City's St�ndard Products List will be
20 considered as shown in Sectio�101 60 00.
2l a. The m�nufachtrer must comply witLl ttlis Specification and related Sectioi�s.
22 2. Any product ttlat is not listed on the Standard Prociucts List is considered a
23 substihition and slialt be submitted in accoi•d�nce witli Sectiou O1 25 00.
24 3. Provide new Utility Markers/Locators fi�om a maulif�ctlirer re�tlarly engaged in the
25 ma�lufacturuig of Utility Markers/Locators.
26 B. Materials
27 1. Buried Markeis (Detectable W�rning Tape)
28 a. Provide detectable warning tape as follows:
29 1) 5.0 inil ovei•all thicicness
30 2) Width — 3 inch minimum
31 3) Weight — 27.5 pounds per inch per 1,000 square feet
32 4) Triple Layer with:
33 a) Mulimum thickness 0.35 mils solid atunlinum foil encased in a
34 protective inert plastic jacket
35 (1) 100 perceut virgin low density polyethylene
36 (2) Impeivious to 1l1 known altcalis, acids, chenucal reagents aild
37 solvents within soil
CITY OF F02T WORTH TRV — Parts (& 12 — White Settlement [3ridge
STANDARD CONST2UCTION SPECIFICATION DOCUMENTS Water.uttt Sanitary Sewer Relocations
Revise� December 20, 2012 City Project No. 009(9
33 OS 26 - 3
UT(LfTY MARKERS/LOCATORS
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32 2.3
3.4 INSTALLATION
33 2.4 SOURCE QUALITY CONTROL [NOT US�D]
34 PART 3 - EX�CUTION
35 3.1 INSTALL�RS [NOT USED]
36 3.2 �XAMINATION [NOT US�D]
37 3.3 PR�PARATION [NOT USED]
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(3) Aluminum foil visible to both sides
5) Locatable by conductive and inductive methods
6) Printing enc�sed to avoid inlc rub-off
7) Color and Legends
a) Potable water lines
(1) Color — Blue (in accordance with APWA Uniform Color Code)
(2) Legend — Caution Potable Water Line Below (repeated every 24
inches)
b) Reclaimed watec lines
(1) Color — Purple (in accordance with APWA Uniform Color Code)
(2) Legend — Caution Reclaimed Water Line Below (repeated every 24
inches)
c) Sewer Line
(1) Color — Green (in accordance with APWA Uniform Color Code)
(2) Legend — Caution Sewer Line Below (repeated every 24 inches)
2. Surface Markers
a. Posts:
1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal
2) White posts with colored, ultraviolet resistant domes as follows:
a) Water Lines
(1) Color — Bhie (in accordance with APWA Uniforili Color Code)
(2) Legend — Caution Potable Water Line Below
b) Reclaimed water lines
(1) Color — Purple (in accordance with APWA Uniform Color Code)
(2) Legend — Caution Reclaimed Water Line Below
c) Sewer lines
(1) Color — Green (in accordailce with APWA Uniform Color Code)
(2) Legend— Calition Sewer Line Below
b. Fhisll Mount Permanent Utilit Marker USACE Bypass Channel):
1) 3/8-inch iron rod with a minimum len�th of 3 f eet
2) Iron valve box labeled "WATER"
ACC�SSORI�S [NOT US�D]
A. Buried Markeis (Detectable Warning Tape)
L Iilstall in accordance with mamifacturer's recorrullendations below nahiral �oimd
surface and directly above the utility for which it is marlcing.
a. Allow 18 inches minimum between utility and marker.
CtTY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FtCATION DOCUMENTS
Revised December 20, 2012
TRV — Parts G& l2 — White Settleme�it Dridge
Water and Sanit�ry Sewer Relocations
City Project No. 00969
33 OS 2(, - 4
UT[LITY MARKERS/LOCATORS
Page 4 of 5
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b. Buiy to a deptll of 3 feet or as close to the grade as is practical for optimiim
protection and detectability.
B. Surface Markeis
1. Bury a minimiul� of 2 feet deep, with a nunimum of 4 feet above ground
2. The warniug sign for all surface markers sl�all be 21 inches (not inchtding post cap).
3. Where possible, place surface markers near fixed objects.
4. Place Stu�face Markeis at tlie following locations:
a. Buried Feat�ires
1) Place directly above a buried feat�r.�e.
b. Above-Ground Features
1) Place a maximum of 2 feet away from an above-grolind feature.
c. Water lines 16-inches and larger
1) Each right-of-way line (or end of casing pipe) for:
a) Highway crossings
b) Railroad crossings
2) Utility crossings such as:
a) High pressure or large diameter gas lines
b) Fiber optic lines
c) Undergrouuc� electric transmission lines
d) Or other locations shown on the Drawings, or directed by the City
d. Stu•face markeis not required for 12-iilcli and smaller water lines
e. For sanitary sewer lines:
1) In undeveloped areas, place marker maximiim of 2 feet away from ai1
above-��oimd feature such as a manhole or coiiibin�tiou air valve vaiilt.
25 2) Place at 500-foot intervals along tl�e pipeline.
26 3.5 R�PAIR / R�STORATION [NOT US�DJ
27 3.0 R�-INSTALLATION [NOT USCD]
28 3.7 FIELD (oa] SITE QUALITY CONTROL [NOT USED�
29 3.8 SYSTCM STARTUP [NOT US�D]
30 3.9 ADJUSTING [NOT USED]
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3.10 CL�ANING [NOT US�D�
3.11 CLOS�OUT ACTIVITI�S [NOT US�D]
3.12 PROT�CTION (NOT USED]
3.13 MAINT�NANC� [NOT US�D]
3.14 ATTACHM�NTS [NOT US�D]
�ND OF S�CTION
CITY OF FORT W02TH TRV — Parts 6& 12 -- White Se[dement Bridgc
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Watcr and Sanitary Sewer Relocations
2evised December 2Q 2012 City Project No. 009(>9
33 os 2� - s
UTILITY MARKERS/LOCATORS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson Removed references to Utility Marker Balls throughout.
C(TY OF FORT W02TH T2V — Parts 6& t 2— White SetUement Bridge
STANDARD CONSTRUCTION SPEC[F[CATION DOCUMENTS \��atcr and Sanitary Sewer 2clocations
Revised December 20, 2012 Cip� Project No. 00969
33 OS 27- 1
OPEN SHIELU PIPEJACKING
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SECTION 33 OS 27
OPEN SHIELD PIPEJACICING
PART1 G�NCRAL
1.1 ST�iviMARY
A. Section Inchides:
1. Mulimum requu�ements for ihe installation of casing pipe using open-
shield pipejacicing. Open-shield pipejacking may be used to install ste�l
casing pipe at the locations shown on the Drawulgs. Jackulg pipe shall
be provided ul accordance with 33 OS 22 — Steel Caslllg Pipe.
B. Deviations fi•o�n this City of Fort Worth Standard Specification
1. None
C. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requn�ements, Contract Forms, and Conditions of
the Contract
2. Division 1— General Requu-ements
3. 33 OS 22 — Steel Casing Pipe
4, 33 OS 24 — Installation of Cat7ier Pipe in Casnig
5. 33 OS 41 — Shaft Excavation and Support
6. 33 OS 42 — Water Control for Shafts and Tunnels
7. 33 OS 43 — Portal Stabilization
8. 33 OS 44 — Settleinent Monitorlllg
9. 33 OS 45 — Contact Groutulg
1.2 PRIC� AND PAYM�NT PROCEDUR�S
A. Meastzreinent and Payment:
L Measureinent:
a. This Item is considered subsidiaiy to Steei Casing Pipe
installation.
2. Payment:
a. The worlc performed and materials fiirnished in accordance with
this Itenz are considered subsicliary to the unit price bid per unit
linear foot of By Other than Open Cut Under Bypass Channel
installation of Steel Casing to be completed in place and no other
compensation will be allowed.
1.3 REF�R�NCCS
A. Definitions:
C[TY OF FORT WORTH TRV - Parts 6 �K 12 - White Settlement [3ridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations
City Project No. 00969
33 OS 27- 2
OPEN SH[ELD PIPEJACKING
Page 2 of I9
1 1. Open-Shield Pipejacicing: For the purposes of this Specification, open-
2 shielci pipejaciculg is defulecl as a teclulique for installing pipe fi•on1 a
3 jacicing shaft to a receiving shaft, usulg hydraulic jacics. Soil excavation
4 is carried out withi�l a shield ul fiont of the lead pipe segment using
5 hand-nuning, mechanical methods such as a digger-boom, or with
6 mechanized equipment such as a rotaiy tuiulel boralg in�chule (TBM).
7 The open s11ie1d allows access to the excavation face fioiii ulside the
8 bore. The shieid is steerable uslllg hydraulic or niechanical jacics to
9 orient an articulated section of the shield, and gtilidance is provided lisulg
10 a laser, gyroscope, or tlleodolite systein, suppleulented with a water level
11 if necessaiy.
12 2. Jackiiig Pipe: The pipe jaciced behind the shield. The jacicing pipe shall
13 be specifically designed to be installed by pipejacicing.
14 3. Interinediate Jacking Station (IJS): A fabricated steel cylinder fitted
15 with hydraulic jacl<s spaced around the circumference, which is
16 incorporated into the pipeline between two specially fabricated pipe
17 sections. The filnction of an IJS is to disn•iblite the jacicing load along
18 the pipe string during pipe install�tion. The hydraulic jacics are
19 removed at the completion of a drive and the gap between adjacent pipe
20 sections is fiilly closed by pushing the pipes together with the main
21 shaft jacics or another IJS. The steel cylllider reinains as an extencled
22 sleeve or coupliug. The steel cylinder inust be protected fioiil
23 corrosion, consistent with corrosion protectiou used for the jacicing pipe
24 and joints.
25 4. Launch/Retriev�l Seal or Entry/Exit Seal: A mechaiiieal seal usually
26 comprised of one or more rubber flanges attached to a steel housing
27 that is inounted to the wall of the jacicing/receiving shaft. The shield or
28 jacking pipe distends the flange seal as it passes through, reducing
29 water, ltilbrication, and soil/rock inflows into the shaft durin�
30 pipejacicing operations.
31 5. Lubricatiol�/Grout Port: A port located within the shield or in a jackulg
32 pipe segment, ftted with a one-way valve, for injection of lubrication
33 material or grout into the annular space between the pipe and the
34 ground. Lubrication ports within the pipe should be tlueaded to accept
35 lubricatioi�/grout fittings. Pipe plugs are insertecl after grouting is
36 coulpleted.
37 6. Obstruction: Objects loeated wholly or partially witl�in the cross-
38 sectional area excavated by the shield, that prevent the forward
39 movement of the shield and pipe string.
40 B. Reference Standards:
41 L Reference stanclards cited in this Specific�tion refer to the current
42 reference standard published at the time of the latest revision date
CITY OF FORT WORTII TRV - Parts 6 cC 12 - White Setdement E3ridge
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Watcr and Sanil�ry Sewer Relocations
City Project No. OOJ69
33 05 27- 3
OPEN SHIELD PIPEJACKING
Page 3 af 19
1 lo�gecl at the end of this Speci�cation, unless a date is specifically
2 cited.
3 2. Occupational Safety and Health Administration (OSHA)
4 a. OSHA Regulations and Standards for Undergroiuld Construction,
5 29 CFR Part 1926 Subpart P— Excavations, and Subpart S—
6 Underground Construction.
7
8
9 1.4
10
11
12
13
14
15
16
17
18
19
20
21
1.5
22 1.6
f►.x3
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C. Reference Documents:
1. Appendix GC-4.02: Subsurface and Physical Conditions
ADMINISTRATIV� REQUIREMENTS
A. The Contractor shall provide written notice to the Engineer at least 72 hours
in advance of the planned launch of the pipejacking shield.
B. All worlc by the Contractor shall be done in the presenee of the Engineer
unless the Engineer grants prior written approval to perform such work in
Engineei's absence.
SUBMITTALS
A. Subinittals sha11 be made in accordance with Section O1 33 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 Contraetor of its responsibilities
under this Contract.
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Qualiiications:
l. Submit the ilames of the project superintendent, machine operator(s),
site safety representative, and surveyor.
2. Submit personnel qualifications in accordance with Para�raphs 1.9 B
through E.
3. Provide qualifications and training records for site safety representative
and persomiel responsible for au quality monitoring.
B. Shop Drawings:
1. Pipejacicing Equipnlent: Submit tl�e following describing the pipejacking
equipment and construction methods:
a. A detailed description of the methods and equipinent to be used in
completing each pipejacking drive.
b. The excavation diameter based upon the outermost dimensions of
the gauge cutters or shield. Also provide the radial overcut, which
shall be determuled as the difference between the �naximuin
C[TY OF FORT WORTFI
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
TRV - Parts 6& 12 -\Vhite Settiement E3ridge
Water and Sanitary Sewer Relocations
City Project No. 00969
33 os 2�-a
OPEN SFI[ELD PIPEJACKING
Page 4 of 19
1 excavation diameter and the outer diameter of the jaciciilg pipe,
2 divided by two.
3 c. Manufacttu�er's literature describing the pipejacicing system
4 inchiding the shielci and all ancillary eqnipment. Provide
5 descriptions of projects on which this system has been
6 suecessfiilly usecl includulg naines, ctiurent addresses, and
7 telephone ntunbers of owner's representatives for these projects as
8 well as length, diaineter, grotuid conditions, and pipe material
9 used.
10 d. Detailed information, inchiding drawings, of the provisions for
11 excavatulg fiill-face rocic conditioiis, as described in the
12 Geotechnical Engineering Report.
13 e. A description of the alignment eontrol system.
14 1) Provide manufacturer's literatllre and drawings, showi�ig
15 setup and support provisions, and other details for the laser,
16 gyroscope, water level, aud/or theodolite system. Confuin
17 that these systeins can achieve the required line and grade
18 within the specified tolerances.
19 2) Subinit a description of surveying methods to set gliidance
20 systenl positions and a clescription of procedures to check
21 and reset or realign guidance system durin� collstruction,
22 uiclucling how the aligninent system will be inounted so as
23 not to be affected by jacking operations.
24 3) Submit a deseription of inethods to ensure that tlu�ust blocic,
25 enhy seal, and jacicing fi�ame are installed on proper luie and
26 grade.
27 4) Subnzit results of luie and grade survey to enslire that the
28 tlu-ust blocic, jacking fi�aine, and latulch and retrieval seals
29 are installed properly, prior to laLlnch.
30 f Capacity, number, and arrangement of main jacics. Provide details
31 of:
32 1) Thrust block
33 2) Jacking frame ancl thrust ring
34 3) Jacking controls and pressure gages
35 4) Jaeking calibration data (hydraLilic pressure vs. jacicing force
36 relationship for each stage of the jacks).
37 g. Details of pipe lubrication injection system and pipe lubricants to
38 be used during pipejacicing, includiug:
39 1) Manufacturer's literature and MSDS sheets
CITY OF FORT WORTII TRV - Parls 6& 12 - White Settlement Bridge
STANDA2D CONSTRUCTfON SPECIFICATION DOCUMENTS 14�ater and Sanitary Sewer Relocations
City Project No. 009(9
33 OS 27- 5
OPEN SHfELD PIPEJACKING
Page 5 of 19
1 2) A description of proposed lubrication procedures during
2 jacl_zing, incluciing estimated volumes of lubricant that will
3 be pumped.
4
5
6
7
8
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12
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0
3
3) Confirm that sufficient vohuile of lubricant wili be pti�mped
at all tiines to completely fill the aiulular space oLitside the
jacking pipe.
h. Detailed description of equipment and procedures for spoil
removal, containinent, transport, and off-site disposal. Provide
written docu?nentation fioin the disposal site(s) indicating that
they will aecept the spoil and are in compliance with applicable
regulations.
i. Drawings and design details for intermediate jacking stations
(where used), indicating:
1) Nuinber requued
2) Shell materials
3) Proposed spacing
4) Criteria for installing
5) Method of operation
j. Ventilation and air quality monitoring systein, includin� monitors
for shield or TBM deactivation and alarm activation.
Shaft Layout Drawings:
a. The Contractor shall subinit shaft layout drawiugs detailing
dimensions and locations of all equipment, includulg: overall
worlc ar•ea boundaries, crane, front-end loader, forklift, spoil
stockpiles, spoil haulii�g equipment, jacicing fra11�e, pumps,
generator, lubrication plant, pipe stora�e area, tool trailer or
containers.
b. Sha$ layout drawings will be reqiii�ed for jacking and receiving
shaft locations and shall be to seale, or show correct dunensions.
c. The Contractor's Iayout drawings shall show that all eqLlipment
and operations sha11 be coinpletely contained within the allowable
worlc areas shown on the Drawings.
Calculations:
a. Calculations shall be consistent with inforination provided ui the
Geotechnical Engineering Report. Calculations sha11 be prepared,
stampecl and signed by a Civi1 or Str�icrival engineer licensed in the
State of Texas.
CITY OF FORT \��ORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
TRV - Parts 6& 12 -\4�hite Settlement Qridge
\�ater and Sanitary Sewer 2elocations
City Project No. 00969
f►a
33 OS 27- (
OPEN SII[ELD PIPEJACK[NG
Page 6 of 19
1) Provide an estimate of the maximum jacicing force expected
to complete each drive, accounting for both face pressures
and frictional resistance along the pipe string.
4 2) Calculations denloiistrating that the soil/rocic behind the
5 tlu-ust blocic can transfer the maximiim planned jacicing
6 forces exerted by the nlain jacics to the ground during pipe
7 installation with an acceptable flctor of safety of at least L5,
8 without excessive deflection or displacement.
9
10
11
12
13
14
15
16
17
18
19
20
21
4. Schedule:
a. Provide a schedule for all pipejacicuig work, identifying all major
construction activities as independent itenls. The schedlile shall
inchlde, at a inulimun�, the followulg activities: mobilization,
water control, shaft excavation and support, worlcing slab
construction, tlu-ust wall construction, jacicing eqliipment setup,
portal stabilization and testi�ig, entry/exit seal installation for
launch/retrieval of shield, pipejacldng, retrieval of the shield,
contact groutulg, u7stallation of carrier pipe, shaft bacicfill, site
restoration, cleanup, and demobilization.
b. The schedule shall also inchide the planned work hours and
worlcdays for each activity, and a written description of the
construction activities.
22 c. The scheclule will be reviewed by the Engineer ancl shall be
23 updated and resubmitted by the Contractor every weelc or inore
24 fi�equently if requested by the Engineer.
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
C. Daily Records: The following daily records shall be subinitted to the onsite
�ngineer for review, by noon on the clay following the shift for which the
data or records were taken:
1. Jacking Records: The Contractor sh�ll provide complete written
jacicing records to the Engineer. These records shall include, at a
miniin�im: date, time, name of operator, tuunel drive identification,
installecl pipe number and correspondulg tunnel length, tiule reqiiu•ed to
jacic each pipe and time requu�ed to set subsequent pipe, spoil volumes
(mucic carts per pipe joint, aud estiniated volume per cart), soil
conditions including occnrrences of unstable soils and estimated
groundwater inflow rates if any, jaelculg forces, steering jaelc positions,
line and grade offsets and any n�ovenzent of the guidance systen�, shield
roll, intermediate jacicing stationuse and jacking forces, voluille and
location of lubricant pumped, and problems encountered with the
pipejacicing shield or other components or equipinent, and durations
ancl reasons for delays.
C[TY OF FORT WOR"C({
STANDARD CONSTRUCTION SPECfFICATION DOCUMENTS
TRV - Parts 6 S l2 - 1Vhite Settlement Bridgc
Water and Sanitaiy Sewer Relocations
City Project No. 00969
1
2
3
4
5
6
7
8
9
10
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12
13
14
15
16
17
18
19
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22
23
24
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28
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I�
33 OS 27- 7
OPEN SH(ELD PIPEJACKWG
Page 7 of 19
2. Manually recorded observations shall be »�ade at intervals of not less
than two times per pipe, as conditions change, and as d'u•ected by the
Engineer.
3. At least seven (7) days prior to the launch of the shield, the Cont�actor
shall submit samples of the jacicing logs or records to be used.
Contingency P1ans: The followillg list iilcludes problem scenarios that may
be encouiltered durlllg the pipejacking operations. The Contractor sl��ll
submit contingency plans for dealing with each problem sceiiario while
satisfyulg the Specificatioi�s. These plans shall include the observations and
ineasureinents requued to clearly identify the cause of the probleins.
1. Shield unable to advance:
a. Possibie obstructions (including old foundations, metallic debris,
or reinforced concrete)
b. Insuf�cient jacl<ing capacity
c. Shield malfiulction
2. Spoil removal problems:
a. Spoils becoinulg clogged on couveyor/auger system
3. Strong hydrocarbon sinell is deteeted in the shield or in the shaft
4. Guidance System distorted by heat, humidity, or physical disturbance
5. Jacicing forces:
a. Jaclting forces increase dramatically or suddenly
b. Jacking forces reach design capacity of pipe, jacicing fi-anze, or
thrust wall (treat these scenarios as separate incidents)
6. Settlement and Stiibsidence:
a. Survey measiu�ements uldicate deformations exceed allowable
limits
b. Excavated volumes significantly exceed pipe volume installed
c. Voids are encountered or created by overexcavation that inay not
be detectable by survey measurements
7. Steering difficulties result in line and grade tolerances being exceeded
8. Pipe has been damaged or has been found to be out of compliance with
specifications:
a. Before installatioii
b. During, or after installatiou
9. Thrust block deforms excessively under jacl<ing loads, or provides
ulsufficient capacity to advance pipe
CITY OF FORT \��OItTH
STANDARD CONSTRUCTION SPEC(HICATION DOCUMENTS
TRV - Parts 6& 12 - White Settiement [3ridge
Water and Sanita�y Se�ver Relocations
City Project No. 00969
33 OS 27- 8
OPEN SFIIELD PIPEJACKING
Page 8 of 19
1 10. Severe stornls or floodulg predicted; shaft flooding possible
2 E. Safety Plan:
�
J
4
5
6
7
8
9 1.7
10 1.8
11 1.9
1. Submit a Safety Plan for the pipejacicing operations including:
a.
b.
c.
CLOSEOUT SUBMITTALS [NOT USED]
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
QUALITY ASSURANC�
Air monitoring equipment
Procednres and provisions for Iightuig, ventilation, and electrical
system safeguards.
Provide naine of site safety representative responsible for
implementing safety program
12 A. Failure to meet the qualification requu•ements is failure to fiilfill the Contract
13 and the Contractor will be reqlln•ed to obtain a subcontractor that meets the
14 qualification requirements.
15 B. The project superintendent shall have at least five (5) years of experience
16 supervising open-shield pipejacicing construction. The Contractor sh�ll
17 submit details of referenced projects inciuding owner's name and contact
18 information, project superintendent, and maehine operators.
19
20
21
22
23
24
25
26
27
C. The open-shield pipejacicing operator(s) shall have technical traiizing in the
operation of the proposeci open-shield pipejaelcing equipment and shall have
completed, as a primary operator, at least five (5) simil�r open-shield
pipejacicing projects with at le�st 500 feet of pipejacl<ing ou eaeh project. At
least one project shall have been completed in fiill-face rocl< conditious. At
least one of the projeets shall have an individual clrive length equal to or
greater ii1 length than the lougest drive on this project. The Contractor shall
submit details of referenced projects including owner's name and contact
information, project superintendent, aild inachine operators.
28 D. The site safety representative �nd persoiuiel responsible for au- quality
29 monitoring shall be experienced in tunnel construction.
30 E. The surveyor responsible for line-and-grade control shall be � Licensed
31 Surveyor registered in the State of Texas who has prior experience on
32 h�enchless projects.
33 F. The Contractor shall iminediately notify the Engineer, in writing, when any
34 problems are encotmtered with equipment or materials, or if the Contractor
35 believes the conditions eilcoluitered are materiaily and signifcantly different
36 fi•om tllose represented within the Contract Documents.
37 G. The Contractor shall allow access to the Engineer and shall fiirnish
38 necessary assistance and cooperation to aid the Engineer in observations,
CITY OF FOItT bVORTFi TRV - Parts 6& 12 - White SetUement Bridge
STANDARD CONSTRUCT(ON SPECIFICATfON DOCUMENTS Water and Sanitary Sewer Reloc�tions
City Project No. 009(9
i
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3
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27 1.10
28 1.11
29 1.12
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33
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36
37
33 OS 27-9
OPEN SH(ELD PIPEJACKING
Page 9 o C 19
measurements, data, and sample collection, including, but not limited io the
following:
1
2
The Engineer shall have access to the pipejacl<ing shield aild jackin�
system hydraulic pressure gauges prior to, during, and following all
pipejacicing operations. Additionally, the Contractor shall allow the
En�ineer reasonable aecess to the pipejacicing shield for inspection of
tl�e excavation face.
The Engiileer shall have access to the jacking and reception shafts prior
to, dtiuu�g, and following all jacking operations. The Contractor shall
provide safe access in accordance with all safety regulations. This sl�all
inclucle, but not be limited to:
a. Visual inspection of installed pipes
b. Launch and retrie�al seals
c. Veriiication of line and grade.
3. The Engineer shall have access to spoils reinoved from the tunnel
excavation prior to, during, and following all pipejacicing operations.
The Engineer sha11 be allowecl to eolieet soil samples froin the mLtelc
bucicets or spoil piles a minimum of once per installed pipe section, or
every ten (10) feet, wl�ichever is inore often, and at any time when
changes ii1 soil conditions or obstrlictions are apparent or suspected.
4. The Engineer shall have access to the bentonite Iubrication plant prior
to, during, and following all jaciciug operations. This shall include, but
not be limited to, access to visually inspect:
a. Storage and mixing tanl<s
b. Lubricant pressures and pumping rates
c. Amount and type of lubricants on site.
DELIV�RY, STORAGE, AND HANDLING [NOT USED]
FI�LD (SIT�] CONDITIONS [NOT US�D]
WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-I�'URNISH�D (OR] OWN�R-SUPPLI�D PRODUCTS [NOT
USED]
2.2 MATERIALS
A. Steel Casing Pipe: Steel casing pipe used as jacicing pipe shall coilform to
33 OS 22 — Steel Casing Pipe.
B. Design Criteria:
CITY OF FORT 4VORTH
STANDAItD CONSTItUCT[ON SPECIFICAT[ON DOCUMENTS
TI2V - Parts 6& 12 - White SetUement Qridge
N��ter and Sanitary Se�ver Relocations
City Project No. 00969
33 OS 27- 10
OPEN SHIELD PIPEJACKING
P1ge 10 ot' 19
1. Pipejacicing Equipmeiit:
2 a. The open-faced pipejacicing shield shall be designed to support all
3 ground loads which may be iinposed upon it as well as any
4 surcharge loacls and loads imposed by the thrust jacics, steering
5 mechanisms, and other appnrtenances.
6 b. The slueld shall be contu�uotiis around its full perulleter and shall
7 have snitable breast tabies, sand shelves, breast jacics, closeable
8 flood doors, or other such provisioiis as necessary to support the
9 excavation face and prevent loss of ground.
10 c. Non-rotary type s1�ields shall have a hood that covers the crown and
11 projects not less than two (2) feet nor more thau tlu•ee (3) feet
12 beyond the shield edge.
13 d. The shield shall be capable of fully suppoi-�lllg the excavation face
14 at all tiines, ulcluding periods of shutdown or runiung/flowiug
15 ground conditions.
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
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38
39
e. The pipejacicing shield, including the weight, dimensions, steering
capabilities, exe�vation capabilities, and other cliaracteristics,
shall be suitable for, and capable of, efficiently advancing tlu�ough
the conciitions indicated in the Geotechnieal Engineering Report.
The pipejacicing shield and excavation methods shall be capable
of efficiently excavating within soil and fiill-face rocic with
unconfined coulpressive strengths up to 14,000 psi.
f. The pipejacking shield shall have an articulation joint between
two segments of the shield to allow for steering.
g. The shield shall be steerable in both the vertical and horizontal
du•ections to allow the operator to maintaul liue and grade within
the specified tolerances listed in Paragraph 3.4 C 7.
h. The shield shall be laser, theodolite, or gyroscope guided, and
monitored contintilously by the operator.
i. The guidance system shall be designed to fiinetion at the
maximnm required drive length without loss of accuracy or
reliability of fiinction.
j. If � rotary-type cutterhead is used, the cutterhead shall have a
reversible drive system so that it can rotate iu either direction or
have other sllitable provisions to nuniulize rotation or roll of the
shield and/or pipe during installation.
lc. The shield shall have gaslcets to prevent material fi�oni moving
into the tunnel tlu•ough the articulation joint, and the joint between
tlle tail slcin and the pipe.
CITY OF F012T WORTFt TRV - Parts 6& 12 - White SetUement F3ridge
STANDARD CONSTRUCTION SPF.CfF[CATION DOCUMF.NTS Water and Sanitary Seu�er Relocations
Ciry Projcct No. 00969
33 OS 27- I I
OPEN SHIELD P(PEJACKING
P�ge I I of 19
1
2
3
4
5
6
7
8
9
The inaxinzum radial overcut for each crossing has been
cl.eterinined based on considerations for potential settleinent above
the tunnel, drive length, pipe diameter, and ground conditions.
The n�aximlim radial overcut shall be one (1.01 inch. The
minimum radial overcut shall be one-half (0.5) of one inch. The
radial overcut shall be determined as the difference between the
maximum diameter created by the cutting teeth or overcut band on
the shield (whichever is greater) and the outer diauleter of the
pipeline, divided by two.
10 m. The jacking system shall be capable of continuously monitoring
11 the jacl<ing pressure, the rate of advancement, and the distance
12 jaciced. The jaelcing systein shall develop a uniform distribution
13 of jacicing forces on the end of the pipe.
14 i1. A lubrication injection system shall be provided to inject pipe
15 lubricant around the shield and jacicing pipe to decrease frictional
16 resistance.
17
18
19
20
21
22
23
1) Lubrication materials may include a mixture of bentonite
and/or polymels and water.
2) Lubrication ports shall be provided in the shield and jacking
pipe to allow for lubrication along the pipe string at intervals
not more than ten (10) feet.
3) Lubrication ports sha11 be installed in the pipe by the
manufacturer.
24 0. The spoil conveyance system shall be designed for the fiill range
25 of ground conditions indicated in the Geoteclulical Engineering
26 Report.
27 2. A thrust blocic shall be used to transfer jacicin� loads to the ground
28 behind the jacking shaft.
29
30
31
32
33
34
35
36
37
38
39
40
a. The thi�lst blocic face sha11 be constructed perpendicular to the
proposed pipe aligmnent.
b. The tluust blocic shall be designed to withstand the maxinlum
jacicing forces developed by the main jacics, without excessive
deflection or displacement.
c. Forces applied to the ground shall not exceed the allowable
passive earth pressLire, with a 1nlllinium factor of safety of 1.5.
3. Pipe design for jacking loads and acceptable fabrication tolerances is
the responsibility of the Contractor, Maximum jacicing loads applied to
the jacicu�g pipe shall not exceed 50°/o of the ultimate co�npressive
strength of the pipe material, or the maximum allowable strength of the
pipe as established by the manufacturer, whichever is lower.
CITl' OF FORT W02TH
STANDA2D CONSTRUCTfON SPEC[FICATION DOCUMENTS
TRV - Parts 6& 12 - White Setdement aridge
Water and Sanitary Sewer Relocations
City Project No. 00969
33 OS 27- 12
OPEN SHIF,LD PIPGJACKtNG
Page 12 of 19
4. liltermediate Jacicin� Stations:
2
3
4
5
a
L:7
Shall be fiilly gasketed bet«�een the interjacic shell and each
interjacic pipe, with two (2) gaslcets ulstalled on each jacicui� pipe.
The intei jacic shell shali be protected fiom corrosion in the same
manner as the jacicing pipe jouits.
6 c. The Contractor shall determine the need for and requu�ed spacing
7 of ultermediate jacking stations, based on the geotechnical
8 conditions indicated in the Geotechnical Engineering Report,
9 estimated jacking forces, and jacking load capacity ofthe pipe,
10 jacicing frame, and thrust blocic proposed by the Contractor.
11 cl. An I1S sha11 be installed and used if anticip�ted or achlal jacicin�
12 forces exceecl 70% of the allowable design capacity of the jacking
13 pipe, jacicing fiame, thr�ist blocl<, or tlu•ust capacity of the main
14 jacks, whichever is lowest.
1S PART 3 - EX�CUTION
16 3.1 INSTALLERS [NOT US�D]
17 3.2 CXAMINATION [NOT US�D]
18 3.3 PRCPARATION
19
20
21
22
Pipejacl<ing sh�ll not be�in Lmtil the following tasks have been
couipleted:
a. All requirecl subnlittals have been provided, reviewed, and
accepted.
23 b. Jacicing and receiving shaft excavations and slipport systems have
24 been completed in accordance with accepted subn�ittals and the
25 requu�ements of 33 OS 41 — Shaf� Excavation and Support.
26 a The Contractor has stabilized the ground at all entiy a11d exit
27 locations as necessary to stabilize any wealc, ruiuiing, or flowing
28 ground.
29
30
31
32
33
34
35
36
37
38
d. The Contracror h�s conin•med that the �round has been stabilized
to the extent that it will remain stable without movement of
soil/rocic or water while the entry/exit location shoring is
removed, while the shield is being launched or received into a
shaft, or during jacking operations. The progressive steps
identi�ed in 33 OS 43 — Portal Stabilization shall be used to
confn•in suitable stabilization for all entry/exit locations.
e. For trench(ess shaft penetrations, provide watertight gasketed
seais and portal stabilization at all locations per 33 OS 43 — Portal
Stabilization.
CITI' OF FORT V✓ORTI f TRV - Parts 6�C 12 -\Nhite SetUemeut Qridge
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMENTS ��ater and Sanitary Se�ver Relocatians
City Project No. 00969
1
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33 OS 27- 13
OPEN SIIIELD PtPE.(ACK(NG
Page 13 of 19
f. The location, orientatioi�, al��l grade of the jacicing frame or guide
rails and entry/exit seals have been surveyed to ensure they are on
the proper line and grade and to verify that tl�ey are properly
supported.
g. Guide rails or jacicing fi�ame shall be securely attached to the
concrete worlcing slab, with supplementary braces, concrete, or
grout if lsecessary, to prevent movement or shifting during the
work.
h. A start-up ulspection of all mechanical and hydraulic systems
associated with the pipejacicing operations has been coillpleted.
1) The systein sha11 be tested to ensure tl�at the pipejacicing
shield and supporting equipulent is functioning properly.
2) The Engiiieer shall be notified at least 72 hours prior to the
start-up inspection and a site inspector representing the
Owner shall be present during the start-up inspection.
16 3) Key shield performance data shall be measured and recorded
17 by the Contractor during this iiLspection, including
18 cutterhead rotational torque, correct fiinctioning of main and
19 steering jacl<s, laser, and other coinponents.
20 4) The records of the start-up inspection sha11 be submitted to
21 the Engineer within 24 hours of the completed inspection.
22
23
24
25
26
27
i. Site safety representative has prepared a code of safe practices and
an elnergency plan in accordance with OSHA and other applicable
requueinents. Provide the Engineer with a copy of each prior to
starting pipejacking.
j. Hold safety meetings and provicle safety ulstruction for new
employees as requued by OSHA.
28 3.4 INSTALLATION
29 A. General:
30
31
32
33
1. The Contractor shall furnish all necessary equipment, power, water, and
utilities for pipejaelcing, pipe lubricant inixing and pumping, spoil
removal and disposal, grouting, and other associated woric requu•ed for
the Contractor's inethods of construction.
34 2. The Contractor shall properly manage and dispose of groundwater,
35 surface water, and construction water inflows to the shafts and/or
36 tunnels in accordance with the requn�ements of 33 OS 42 — Water
37 Control for Shafts aizd Tumlels.
38 3. Conduct all operations such that trucks and other vehicles do not
39 interfere with traffic or ereate a n1ud, dust, or noise nuisance in the
CITY OF �02T WORTH TRV - Parts 6& 12 - White SetUement E3ridge
STANDARD CONSTRUCT[ON SPECtFICATION DOCUMENTS Water and Sanitary Se�ver Relocations
Ciry Project No. 00969
1
2
streets and to adjacent properties
dispose of nnid or spoil spillage.
33 OS 27- (4
OPEN SHfELD PIPE.IACKWG
Page 14 of t9
Promptly clean up, remove, and
3 4. All worlc sl�all be done so as not to disturb roadways, railroads,
4 water:;��ys, adjacent structures, landscaped areas, or existing utilities.
5 Any dainage shall be immediately repau�ed to original or better
6 condition.
7 5. Whenever there is a condition that is lilcely to endanger the st�bility of
8 the excavation or adjacent strlictures, the Contractor sl�all operate with
9 a fiill crew 24 hours a day, inchicling weelcends and holidays, without
10 uiterruption, tuitil those conditions no longer jeopardize the stability of
11 the worlc.
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6. Existing Utilities:
a. The Cont�•actor shall ilotify the Texas One Call systein (800-245-
4545) to request marking of utilities by utiiity owners / operators
that subscribe to One Call, ancl shall individlially notify all other
lalowii or suspected utilities to reqilest marlcing of these utilities.
b. The Contractor shall confirm that �ll requested locates are made
prior to commencing tunneling operations.
c. The Contractor shall visually con�rm and stalce all existing lines,
cabies, or other unclergrollnd facilities including exposing all
crossing utilities and utilities witl�ul ten (10) feet laterally of the
designed bore.
d. The Contractor shal( control drilling and grouting practices to
prevent damage to existing utilities
Pipejacking:
l. Provide a suitable jacicing fi�ame and tlu•ust blocic to carry out the worlc.
2. Provide internlediate jacking stations as requirecl to complete the
pipejacicing drives indicated on the Drawings. Intermediate jacking
stations shall be installed and �ised if the total jacking force during a
drive exceeds 70% of the capacity of the following: the main jacics, the
maximum allowable jacicing force on the pipe, or the nlaximnm
al(owable jacicuig force on the tlu-ust block, whichever is less.
3
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IJS's shall be installed and operated in accordance with approveci
subinittals.
Transport tl�e jacicing pipe fi�oln stor�ge to jaciculg shaft without
d�mage. Transport methods shall be acceptable to pipe marnifact�uer.
37 5. Damaged jacicing pipe shall tlot be used ul the work, unless perinitted
38 in writing by the Engineer.
CITY OF FORT WORTH TRV - Parts 6� 12 - ���hite Settlement [3ridge
STANDARD CONSTRUCTION SPECIFICAT(ON DOCUMENTS W�ter and Sanitary Sewer Relocatious
Cily Project No. 00969
33 OS 27- I 5
OPEN SHIELD PIPEJACKING
Page 15 of 19
1 6. Set the pipe to be jaciced on properly braced and supported g�iide rails
2 or jackiilg franle.
3 7. The axial forces from the tlulist jacks shall be dish-ibuted to the jacicing
4 pipe uniformly through a properly designed thrust ring and clishion
5 inaterial to prevent damage to the ends of the pipe. Jacl<ing forces
6 applied to the pipe sha11 not exceed the specified allowable
7 conlpressive stresses.
8 8. Jacking pipe sections shal! �e jacked into position following the design
9 line and grade without damagiiig the pipe. In the event a section of
10 pipe is damaged during the jacicing operation, the Contractor, with
11 written approval fiom the Engineer, shall malce teinporary repairs to the
12 pipe and shall jacic the pipe through to the next shaft for removal.
13
9. Excavated Material:
14 a. The pipejacicing shield shall be operated to restrict the exeavation
15 of the materials to a volume equal to the shield and pipe jaciced, to
16 prevent loss of ground, and settlement or possible damage to
17 overlying structures.
18 b. The Contractor shall monitor excavated spoil voluine. If
19 excavated spoil volume exceeds the theoretical volume of the
20 shield and pipe being installed, the Contractor shall notify the
21 Engineer and promptly modify excavation and face support
22 procedures to prevent fiuther overexcavation.
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10. Pipejacicing operations shall control surface settieinent and heave above
the pipeline to prevent damage to existing utilities, facilities, and
improvements. In no case shall grouizd nlovements (settlement/heave)
exceed the vahtes specified in 33 OS 44 — Settlement Monitoring, and
�round movements shall not cause damage to adjacent structures,
roadways, or utilities. The Contractor sha11 repair any dainage resultulg
fi-om construction activities, at no additional cost to Owner and without
extension of schedule for coinpletion. The Contractor shall modify
equipment and procedures as required to avoid recurrence of excessive
settlements or dainage.
11. Pipe Lubrication:
a. Inject pipe lubricants tluough injection ports at the rear of the
pipejacking shield alzd ports in the jacicing pipe as ilecessary to
minilnize pipe fiiction.
b. Pipe lubricants shall be injected continuously as the pipe is
advanced.
c. The volume injected shall not be less thau that required to fill the
annular void space outside the pipe. Inject greater volumes as
requued to ininimize jacking forces.
C(TY OF FORT \\�ORTIi
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
TRV - P�rts 6& 12 - White Settlement Bridge
\��ater and Sanitary Se�ver Re(ocations
City Project No. 00969
33 OS 27- I 6
OPEN SHIELD PIPE.IACKWG
Page I ( of 19
1 12. Completely contain, transport, and dispose of all excavated materials
2 away fioin the construction site. Use only the disposal sites identified
3 in approved slibmittals for spoil disposal.
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13. The Contractor shall perform contact grouting for shaft construction
and pipejacicing as specified in 33 OS 45 — Contact Grouting.
C. Control of Lu1e and Grade:
7 1. The Owner wi11 establish the siuvey controt polllts uidicated on the
8 Drawulgs, at ground stu�face. The Contractor shall verify these control
9 points by survey prior to the start of constrlictioil, and shall eonfirm
10 positions or report any errors or discrepancies in writing to the
11 Engineer.
12 2. After confu•ming that all established snrvey control points provided for
13 the Conh�actor's use are accurate, the Contractor sl�all use these control
14 points to filriusl� ancl nlaintain all refereiice luies and grades for
15 pipejacicing.
16 3. The Contraetor shall use these lines and grades to establish the exact
17 location of the jlcking pipe usulg a laser, gyroscope, or theodolite
18 guidance system snpplenlented with a water level, �s necessary.
19 4. Submit to the Engineer copies of field notes used to establish all lines
20 and grades and Contractor shall checic guidance system setup prior to
21 beginnuig each pipejacicing drive.
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5.
6.
7.
Contractor shall perform sLirvey checics of the gnidance system on a
daily basis dtu�iug pipejacicing operations.
The Contractor is fiilly responsible for the �iccuracy of the worlc and the
correction of it, as requirecl.
The Contractor shall install the jacicing pipe in accordance with the
following tolerances:
a.
L
Variations fiom desigu line (F-Iorizont�l): +/- three (3) inch
maximtun.
Variations fiom design gracle (Vertical): +/- tlu-ee (3) inch
111c1X111111ll1.
8. The shield shall be steered to maintain line and grade within the
tolerances specified. This shall be achieved by continuously
monitoring and adjusting line, grade, roll, and steering attitude duruig
the operation.
36 9. If the installation is off of design line or grade, malce the necessary
37 corrections, and return to the design �lignment and grade at a rate of
38 not more than one (1) inch per twenty-�ve (25) feet.
39 10. Guidance System:
C(Tl' OF FORT WORT[1 TRV - Parts ( C 12 - White Settlement Qridge
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS Water and S�nitary Se�ver Reloc�tions
City Project No. 009(i9
1
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33 OS 27- i 7
OPEN SHIELD PIPEJACKING
Page 17 of 19
a. The guidance system shall be mounted independently fi-om the
thrust block and jacicing frame and independent of shaft shorliig
system to maultain aligmnent if there is nlovement of equipment
during jacicing.
5 b. Stop pipejacicing operations and reset guidance system if its
6 aligrunent shifts or is moved off design aligmnent and grade for
7 aizy reason.
8 c. Check guidance systein setup at least once per shift. Giiidance
9 system shall only be reset by experienced, competent surveying
10 persomlel in accordance with acceptable procedures.
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11. Monitor line and �rade contu�uously during pipejacicing operations.
Record deviation with respect to design lule and grade at least once at
each pipe joint and submit records to Engineer daily.
12. If the pipe installation does not meet the specified tolerance, the
Contractor shall coi-�ect the installation includulg any necessary
redesign of the pipeline or structures and acquisition of necessary
easements. All eorrective worlc shall be performed by the Conh�actor at
no additional cost to the Owner and without schedule extension, and is
subject to the written approval of the Engineer.
D. Obstructions:
If the pipejacking operations should encouizter an object or coildition
that uilpedes the forward progress of the shield, the Contractor sha11
notify the Engineer inunediately. The Contractor sh�ll correct the
condition, and remove, clear, or otherwise malce it possible for the
pipejacicing shield and jaciced pipe to advance past any objects or
obstructions that impede forward progress of the shield. The
Contractor shall proceed with reinoval of the object or obsti�uction by
methods submitted by the Contractor and accepted by the Engineer.
The Contractor will receive compensation for reinoval of obstiuctions,
which cannot be brolcen up by the cutting tools with diligeilt effort, and
that are located partially or wholly within the cross-sectional area of the
bore. Payment wi11 be negotiated with the Contractor by the Engineer
oi1 a case-by-case basis. The Engineer shall be provideci an opportunity
to view obstruction prior to removal. Any removal process that does
not allow duect inspection of the nature and position of the obstruction
will not be considerecl for payinent. The Contractor will receive no
additioilal compensation for removing, clearing, oi- otherwise nlalcing it
possible for the pipejacking shield to advance past objects consisting of
cobbies, boulders, wood, reinforced concrete, and otl�er noiui�etallic
objects or debris with maximum lateral dimensions less than forty
percent (40%) of the outer diameter of the shield or cutterhead,
whichever is larger. Additionally, no rock with unconfined
CITY OF FORT WORTH
STANDARD CONSTI2UCT[ON SPECIFICATION DOCUMENTS
TRV - Parts 6& t2 - White Settlement 6ridge
Water and Sanitary Sewer Relocations
City Project No. 009(9
33 OS 27- 18
OPLN SHIELD P[PEJACKtNG
Page 18 of (9
1 compressive strength less than 14,000 psi will be considered an
2 obstruction.
3 3.5 CL�ANUP AND R�STORATION
4 A. Cleanup:
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B. Restoration:
RC-INSTALLATION [NOT USED]
SITC QUALITY CONTROL
After coinpietion ofpipejacking, all construction clebris, spoiis, oil,
grease, and other nlaterials shall be reuloved froln the jacicing pipe,
jacking and receivuig shafts, and ail Contractor and project worlc areas.
Restoration shall follow const�•uctiou as the worlc progresses, and shall
be completed as soon as possible. Restore and repau• any damage
resultuig fi�om surface settlement caused by shaft excavation, or
pipejacicing. Any property dauiaged or destroyed, shall be restored to a
coiidition equal to or better than existulg prior to constrliction.
Restoration shall be completed no later than thu-ty (30) d�ys after the
pipejacicing is complete. This provision for restoration shall include all
property a�ected by the construction operatioils
19 A. Safety:
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The Contractor is responsible for safety on the job site.
Methods of construction shall be such as to ensure the sa%ty of the
work, Conn�actor's and other employees on site, and the public.
23 3. Perforin all worlc in accordance with all clirrent applicable regulations
24 aiid safety requirenients ofFederal, State, and local agencies. Comply
25 with all applicable provisions of 29 CFR Part 1926, Subpart S—
26 Uilderground Construction and Snbpart P— Excavations, by OSHA. In
27 the event of conflict, comply with the inore sh�ingent requu•ements.
28 4. When personnel are underground, fiunish and operate a temporary
29 ventilation systen�, and air monitoring system confonning to the
30 requirements of and OSHA. Operate anci maintaiu a ventilation systein
31 that provides a sufficient supply of fi-esh au� and maintauls an atinosphere
32 fi•ee of toxic or flammable gasses u1 all undergrotuld work areas.
33 5. All worlc sl�all conform to the reqnirements of and OSIIA. Gas testnlg
34 shail be performed by a certified gas tester in accordance with OSHA
35 reqitirements.
36 6. No gasoline-powered equipinent shall be permitted in jacicing and
37 receivuig shafts. Diesel, electrical, hydraulic, and air powered
38 equipment is acceptable, subject to applicable local, State, and Federal
39 regulations.
CITY OF FORT WORTH T[tV - Parts 6& 12 - White Settlement [3ridge
STANDARD CONSTRUCTION SPEC[FICAT[ON DOCUMENTS Watcr and Sanitary Sewcr Relocations
City Projcct No. 00969
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33 OS 27- 19
OPEN SIt(ELD PIPEJACKING
Page 19 of t9
7. Contractor shall obtain �1e�essary tunrleling permits it needs for its
work
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED] �
3.11 CLOS�OUT [NOT USCD]
3.12 PROT�CTION [NOT US�D]
3.13 MAINTENANCC [NOT US�D]
3.14 ATTACHNI�NTS [NOT US�D]
LAST PAGE OF THIS SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
C(TY OF FORT WOR"i'Fl
STANDARD CONSTRUCTION SPECIFICATION DOCUNtENTS
TRV - Parts 6& 12 - Wliite SetNement [3ridge
\��ater aiid Sanitary Sewer Relocations
City Project No. 00969
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33 OS 28
P(LOT TUQE MICROTUNNELWG
Page I of 13
SECTION 33 05 28
PILOT TUBE MICROTUNNELING
PART1- GEN�RAL
1.1 SUMMARY
A. Section Includes:
L The minimum requirements for installing steel casing pipe by pilot tube
microtlulneling at locations indicated on the Drawings. Casing pipe shall be
provided in accordance with the applicable pipe Specification. The
Contractor shali furnisl� all labor, equipment, power, and materials
necessary for pilot hibe tnicrotunneling pipe installation, and other
associated work.
B. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requuements, Conh�act For�ns, and Conditions of the
Contract
2. Division 1— General Requuements
3. 33 OS 22 — Steel Casing Pipe
4. 33 OS 24 — Installation of Carrier Pipe in Casing
5. 33 OS 41— Shaft Excavation and Support
6. 33 OS 42 — V�ater Control for Shaft and Tunnel Construction
7. 33 OS 43 — Portal Stabilization
8. 33 OS 44 — Settlement Monitoring
9. 33 OS 45 — Contact Grotrting
1.2 PRIC� AND PAYMENT PROC�DUR�S
A. Meastu�ement aud Payment:
1. Measurement:
� a. This Item is considered subsidialy to Steel Casing Pipe installation.
2. Payment:
a. The worlc perfoi-�ned and materials furnished in accordance with this
itein are considered subsidiary to the unit price bid per unit linear foot
of By Other than Open Cut installation of Steel Casing to be
completed in place and no other compensation will be allowed.
1.3 REFCR�NC�S
A. Definitions:
1. Pilot Tube Microtunneling (PTMT) is a mLzlti-stage method of installin� a
product pipe to precise lule aild grade by Lzse of a guided pilot tube,
CITY OF F02T WORTEi
TRV — Parts 6� 12 — White SetUement Bridge
Water and Sanitary Sewer Relocations
City Project No. 009C9
33 OS 28
PILOT TUQE M[CROTUNNELING
Page 2 of 13
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followed by upsizing to install the procluct pipe. The system uses a
theodolite gl►idance system to ensure accuracy, which is remotely operated
and does not requu•e man-entry to the tum�el for nornlal operations. Pipe is
d'n�ectly installecl in a two-phase operation ( 1-pilot tube, 2- product pipe ),
or tlu•ee phase operation (1-pilot tube, 2- casings with augers, 3- product
pipe).
Carrier Pipe: Permanent pipelule for operational nse.
Casing: A pipe used to siipport a bore that is inserted sniztlltaneously with
the boring operation.
Lubricatioi�/Grout Port: A port located within the shield or ll1 a jacking pipe
segment, fitted with a one-way valve, for the injection of lubrication
inaterial or grout into the amiular space between the pipe and the ground.
Lubrication ports within the pipe are typically threaded to accept
hibrication/grout fittings. Pipe plugs are inserted after grouting is
completed.
16 5. Obstruction: Objects loe�ted wholly or partially within tl�e cross-sectional
17 area excavated from the shield that prevent the forward nlovenlent of the
18 shield and pipe strlllg.
19 B. Reference Stand�rds:
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3. AREMA
C. Reference Documents:
1. Appendix GC-4.02: Subsurface �nd Physical Conditions
ADMINISTRATIVE REQUIREMENTS
A. The Contractor shail provide at least 72 hours advance written notice to Engll7eer
prior to begiiuling the pilot bore.
B. All Worlc by the Contractor shall be done in the presence of the Eugineer unless
the Engineer grants prior written approval to perform sucl� Worlc in Engineer's
absence.
SUBMITTALS
A. Subinittals shall be made in accordance with Section O1 33 00.
Reference standards cited in this Speciiication refer to the cilrrent reference
standard published at the time of the latest revision date logged at the encl of
this Speci��cation, linless a ciate is speci�cally cited.
Occupational Safety and Health Adminish�ation (OSHA)
a. OSHA Regulations and Standards for Undergrotuid Construction, 29
CFR Part 1926, Subpart S, Underground Constr�iction, and Subpart P,
�XCc�V�1tlO11S
a. "Manual for Railway Enguleering" 2005 Edition.
CITY OF FORT WORTH TRV — Parts (�C 12 — White SetHement I3ridge
Water and Sanit�ry Sewer Reloc�tions
City Project No. 00969
33 OS 28
PILOT TUC3F. M[CROTUNNELING
Page 3 oP I 3
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B. All submittals shall be approved by the City prior to delivery.
C. Review and acceptaiice 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.
1.6 ACTION SUBMITTALS/INI�'ORMATIONAL SUBMITTALS
A. Qualiiications:
l. Subnut, at the tiine of bid, the name of the subcontractor or Contractor that
will perform the pilot tube microtunneling work and written clocumentatioil
sununarizing the qualifie�tions of the fn•m, description of referen�e projects
including owner's name and telephone numbers, project superintendent,
machine operators, siirveyor, and site safety representative.
2. Submit personnel qualiiications in accordance with Section 1.9 B tluough
E.
3. Provide evidence of OSHA certification for site safety representative and
personnel responsible for air quality monitoring.
B. Shop Drawings:
l. Subinit the following describing the pilot tube ulicrotumieling equipment
and construction methods to be employed
a. Provide manufacturer's literattiue describiilg in detail the pilot tube
microtumieling system to be used ulcluding:
1) machine type
2) equipiilent diinensions
3) spoil removal system
b. Provide descriptions of projects on which this system has been
successfully used including names, addresses, and telephone numbers
of owner`s representatives for these projects as well as length,
diameter, and pipe material used.
a A description of the aligninent control and steering systeins.
1) Provide manufacturer's literature, drawings showing set up and
support provisions, and other details for the guidance system.
2) Submit a description of surveying methods to set reference
points and a description of procedures to checic the guidance
system and reset or realign it during construction.
3) Confirill that these systems cail acl�ieve the requued pipeline
line and grade within the specified tolerances.
d. Capacity of jacking system. Provide details oi
1) Jacking fi�ame design and thrust ring
CITY OF FORT W02T1I
TRV — Parts 6 fi l2 — 4Vhite Settlement aridge
\��ater and Sanitary Sewer 2clocations
City Project No. 00969
33 OS 23
P[LOT TUQE M[CROTUNNELING
Page 4 of 13
�
3 e. Details of pipe Ilibrication injection system and pipe hibricants to be
4 used during construction. Confirm that sufficient vohuile of lubricant
5 will be puinped at all times to completely fill the aiinular space
6 outside the jacicing pipe.
7 f. Spoi1 handling, transport, and disposal equipment and procedures, and
8 spoil disposal sites. Provide written documentation fiom the clisposal
9 site(s) indieating that they wi11 accept the spoil and are in compliance
10 with prevailing (or applicable) regulations.
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17 e. The Contractor's layout drawings shall show that all equipmeut and
18 operations shall be completeiy contained within the allowable
19 construction zones shown ou the Drawings
20 3. Schedule:
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22
2) Jacicing controls and pressure gages
3) Thrust blocic detaiis, including dimensions
2. Shaft Layont Drawings
�� a. The Contractor shall submit shaft layout drawings detailing
dimensions and locations of all equipment, uicluding overall work
area boundaries.
b. Shaft layout drawings will be requi�ed for jacicing and receivulg shaft
locations and sha11 be to scale, or show correct du7lensions.
a. Schedllle for pilot tube microtunneling worlc identifying all major
construction activities as independent items.
23 1) The schedule shall include as a muiiulum the following
24 activities: mobilization, water control at jacl<ing and receiving
25 shafts, shaft excavation and exeavation support, jacking
26 equipnlent setlip, each pilot bore, reamuig/boriug pass, and pipe
27 installation pass, site restoration, cleannp, demobilizatiou.
28 2) The schedule shall also inchide the planned worlc days and
29 working honrs for each activity shown on the schedu(e. The
30 schedule sha11 be reviewed with the Engineer and be upclated
31 and resubmitted by the Contractor every two weeks.
32
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Calcu(ations:
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a. C�ieulations shall be sllbniitteci in a neat, legible format. Assumptions
used in calculations shall be consistent with infornlation provided in
the Geotechiucal Engineeriilg Report. Caleulations shall be prepared,
stamped and signed by a Civil or Struchual engineer licensed in the
State of Texas.
38 1) Provide an estimate ofthe maximum jacicing force expected to
39 complete each drive.
CITY OF F02T WORTEi
TRV — Parts 6 fi 12 — White Settlement 6ridge
Water and Sanitaty Sewer Relocations
City Project No. 00969
33 OS 28
PILOT TUQE MfCI20TUNNELING
Page 5 of 13
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2) Calculations demonstratulg that the soils behind the thrust blocic
can trarsfer the maximunl plaiuied jacicing forces exerted by the
ulain jacics to tl�e ground during pipe iustallation with a factor of
safety of at least 1.5, without excessive deflection or
displacement.
Daily Records:
1. The following daily records shall be submitted to the onsite Engineer by
nooii on the day following the shift for which the data or records were talcen
a. Jacicing Records:
1) The Contractor shall provide complete jacicing records to the
Engineer. Tl�ese records sha11 include, at a minimum: date,
time, n�me of operator, drive identification, installed pilot
ttiibe/pipe nuinber and coi-�-esponding bore length, rate of
advance, jacicing forces, voluine of soil rem�ved, line and grade
offsets, any movement of the guidance system, problems
encountered with the pilot tube nucrotunneling fiame or other
components or equipment, and durations and reasons for delays.
2) Computer-recorded data should be referenced to time and
distance and should be iecorded at tune llltervals of two ininutes
or less.
3) Manually recorded observations should be made at intervals of
not less than once every ten feet durulg the pilot bore and once
per pipe during the remai�ling and final passes, whenever
conditions change, and as duected by the Engineer.
4) At least seven (7) days prior to beginning the pilot bore, the
Contractor shall subnut samples of the manual jacking records.
Samples shall inchide the manual logs or records to be used.
b. Lubrications Records:
1) The Contractor sha11 provide lubrication records to the
Engineer.
2) These records shall include the injection locations, lubrication
type and additives, and amount, in gallons, of lubricant pumpecl
tlu oughout a drive.
3) The record will also inchlde the type of additive used and date,
time, and drive distance when used.
36 D. Safety Plan:
37 1. A safety plan for the pilot hibe microtunneling operations including
3� provisions for lighting, ai�• monitoring and ventilation, and electrical system
39 safeguards.
40 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
C(TY OF FORT \VORTH TRV — Parts 6& 12 — White SetUement Bridge
���ater and Sanitary Se�ver 12elocations
Ciry Project No. 009G9
33 OS 28
P[LOT TUE3E M[CROTUNNELING
Page 6 of 13
I . c�
2 1.9
MAINTENANCE MAT�RIAL SU6MITTALS [NOT USED;
QUALITY ASSURANC�
3 A. Failure to meet the qnalification requu•ements �is failure to fiilfill the Contract and
4 the Contractor will be requu•ed to obtain a subcontractor that meets the
5 qualification requu•ements.
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B. All pilot tube microtLiiuleling work shall be performed by an experienced
subcontractor or Contractor who has at least 3 years of experience iu performing
pilot tube mierotunneling work ancl a nunimuu� of 5 drives for personnel
operating the pilot tube nucrohuuieling equipment. Applieable projects shall have
been constructed with equipment similar to t�hat proposed for this Project and at
least two of the projects shall have involved at least 200 feet ofpilot hibe
microhlnnelulg on each. The inachine operator(s) shail have technical traiiung in
the operation of the proposed ec�uip�ilent. The Coutractor shall submit a
description ofreferenced projects including owner's n�n1e and contact
information, project superintendent, and machine oper�tors.
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The project superintendent shall have at least 3 years ofexperience involvuig pilot
tube microtunneling construction.
The site safety representative and persomlel responsible for au• quality nzouitoring
shall be experienced iu tlinnel construetion and sh�ll be certified by OSHA.
The surveyor responsible for line-and-grade control shall be a Licensed Sllrveyor
registered in the State of Texas who has prior experience on h�enchless projects
22 F. The Contractor shall immediately notify the Engineer, in writing, when �ny
23 problems are encountered with equipment or inaterials, or if the Contractor
24 believes the conditions encotmtered are nlaterially and significantly differeut than
25 those representecl within the Coutract Doculnents.
26 G. The Contractor shall aLlow access to the Eugineer and shall fiirnish necessary
27 assistance and cooperation to �id the Engineer in observations, measurements,
28 data, and sample collection, uicluding, but not limited to the following:
29 1. The Owner and/or Engineer shall have access to the operator control panel
30 prior to, dllring, and following all pilot tube inicrotuiineling operations.
31 This shall include, bllt not be liinited to, providing visual access to real-time
32 operator control screens, galiges, and indicators.
33 2. The Owner and/or Engineer shall have aceess to the jacking and reception
34 shafts prior to, during, and following all pilot tube microtumlelin�
35 operations. This sl�all inchide, but not be limited to, visual 'nlspection of
36 installed pipe and verification of line and grade. The Contractor shall
37 provide safe access iu accordance with all safety regulations.
38 3. The Owner and/or Enguleer shall have access to spoils renloved from the
39 t�nuiel excavation prior to, dtu-u1g, and following all pipejacicing operations.
40 The Engineer shall be allowecl to collect soil saulples from the muck
41 buckets or spoil piles a muiiinum of once per installed pipe section, or every
CITY OF FORT WORTE 1 TRV — Parts G& 12 — White Settlement Bridge
Water and S�nitary Sewer Relocltions
City Project No. 00969
33 os 2x
PILOT TU[3E MICROTUNNELING
Page 7 of 13
1 ten (10) feet, whichever is inore often, and at any time when changes in soil
2 conditions or obstructions are app�rent or suspected.
3 110 DELIVIERY, STORAGE, AND HANDLING �NOT USED]
4 1.11 TICLD [SIT�) CONDITIONS [NOT US�D]
5 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
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2.1 OWNCR-rURNISH�ll �C)K] OWN�R-SUPPLI�D PRODUCTS (NOT USEDJ
2.2 MATERIALS
A. Steel Casing Pipe: Steel casing pipe used as jacking pipe shall conform to 33 OS
22 — Steel Casing Pipe
B. Design Criteria:
1. Pilot tube inicroturuleling (PTMT) �nachine: the pilot tube inicrotunneling
machine shall be maniifactured by a company that specializes in the design
and fabrication of this type of equipment and has at least five years of
experience, sucl� as Aldcerman, Bolu-tec, Soltau, or Herrenlcnecht.
2. The PTMT machine shall be compatible with the geologic conditions
described ul the Geotechnical Engineering Reports.
3. The head shall be designed to avoid the need for dewatering during pipe
jacking, except as is reqiti�ed to control groundwater inflows at jacicing and
receiving shafts.
4. The method of guidance sha11 be by eiectronic theodolite with cainera and
electronic (LED) tar�et that can contu�uously monitor line and grade to
ensure accuracy is maintained within the tolerances specified.
5. The machine shall be remotely operated, and monitored continuously by the
operator. A display showing the position of the machine in relation to
design line-and-grade shall be provided at the operation console to allow the
operator to continuously monitor ii�stalled tlu-ust force, pilot tube torque,
and vertical and horizontal offsets.
6. A pipe lubrication injection systeili shall be provided to inject pipe
lubricants as requn�ed to minimize jacking forces.
7. The tail of the machine shall have gaslcets asld/or seals to prevent material
fiom flowing into the tunnel at the contact between the tail slcin and the pipe
or casing.
8. The maximum allowable radial overcut shall not be greater than one-half
(0.5) of one inch. The mininnnn radial overcut shall be at least one-quarter
(0.25) of one inch.
9. A tlu-ust blocic sl�all be used, shall be installed peipendicular to the proposed
CITY OE FORT WORTH
TRV — Parts 6& 12 — White Settlement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
33 OS 28
P[LOT TU[3E M[CROTUNNELtNG
P�ge 8 of I 3
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pipe aligiuilent, and shall be desi�necl to withstand the maxiiuuisl jackuig
pressure to be used, with a factor of safety of at least 1.5, without excessive
deflection or displacement.
10. Provide launch and retrieval seals at all shaft exit and entry locatioi7s.
11. Provide ground unprovement as necessary to prevent loss of ground and
uncontrolled inflows at enhy and exit seal locations as specified i1133 OS 43
— Portal Stabilization.
ACC�SSORI�S [NOT USED]
SOURC� QUALITY CONTROL [NOT US�D]
BO PART 3 - EX�CUTION
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3.2 EXAMINATION [NOT USED]
3.3 PR�PARATION
A. Pilot tube nucrotumieling shall not begin until the following tasl<s have been
completed:
1. Requu•ed slibmittals have been made and the Engineer has reviewed and
accepted all submittals.
2. Jaclting and Receiviug Shaft excavatiou �nd support has been completed iu
accordance with the requu•ements of 33 OS 41 — Shaft Excavation and
Support.
3. Soil aiid groundwater control for brealcing out of jacicing shafts and ulto
receiving shafts has been establishecl, as speci�ed in 33 OS 43 — Portal
Stabilization.
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4. Site safety representative has prepared a code of safe practices in
accordance with OSHA requirements. Provide the Engineer with a copy of
each prior to starting shaft constrLietion or pilot hibe microtumleling.
5. Hold safety uleetings and provide safety instruction for new employees as
required by OSHA.
INSTALLATION
A. General:
1. Furnish all necessaiy equipment, power, water, and uiilities for equipment,
pipe hlbricant n7ixuig and punlpin�, removal and disposal of spoil, and
other associated worlc reqllu•ed for the Contractor's meYhods of construction.
2. Coi�duct all operations such that trucks aud other vehicles do not create a
dust or noise niiisance in the streets and adjacent properties. Proinptly clean
up, reulove, and dispose ofaily spoil or slurry spillage.
3. All Worlc shall be done so as not to disturb roadways, adjacent structures,
CITY OF FORT WORTH T2V — Parts (& 12 — White SetUement I3ridge
Water and Sanitary Sewer Relocations
City Project No. 00969
33 OS 28
PILOT TUE3E MfCROTUNNEL[NG
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landscaped areas, or Litilities. Any damage shall be inzinediately repall•ed to
the satisfaction of the Engineer at no additional cost to the Owner.
4. Notify the Engineer at least 15 days before begimzing any excavation.
5. Size and locate shafts so as to �ninimize interference with vehicular and
pedestrian traffic.
6. All equipment and operations must be contained within the allowable work
areas shown on the Drawings.
7. All Work shall be in accordance with the applicable permits.
8. Existing Utilities
a. The Contractor shall notify the Texas One Call system (800-245-
4545) to request marlcing of utilities by utility owners / operators that
subscribe to One Cail, and sl�all individLially notify all other laiown or
suspected utilities to r•equest marlcing of these utilities.
b. The Contractor shall confirm that all requested locates are made prior
to coimnencing tuimeling operations.
c. The Contractor shall visually confirm and stake all existuig lines,
cables, or other lulderground facilities including exposuig all crossing
utilities and utilities within ten (10) feet laterally of the designed bore.
d. The Contractor shall control drilling and grouting practices to prevent
damage to existing utilities.
Pilot Tube Microhinneling:
l. Pipe installation by pilot tube microtunneling shall be completed in
accordance with the shop drawillgs, accepted subinittals, and pernut
conditions. Pilot tube nucrotumleling machiue sha11 meet the specified
requirements of this Section.
2. Jacicing Frame and Thrust Blocic
a. Provide a suitable jacking fiame and thrust block to carry out the
Worlc.
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C[TY OF FORT \��ORTF{
b. The jacicing fi-ame or thrust blocic shall be designed to h�ansfer jacicuig
loads to the soil behind the jacking shaft.
c. The tlu-ust blocic shall be properly designed and conshlicted
peipendicular to the proposed pipe aligmnent.
d. The tl�rust blocic shall be designed to support the maximum obtainable
jacl<ing pressure developed by the main jacks.
Prior to starting pilot tube microtunneling operations, stu�vey the Iocation
and orientation of the pilot tube jacicing frame to ensure it is on the proper
line and grade ancl ehecic to see that they are properly supported.
The pilot bore shall be advanced while contimiously nlonitoring and
TRV -- Parts 6& 12 — White Setdement E3ridge
\���ter and Sanitary Sewer Relocatioiis
City Project No. 00969
33 OS 28
PILOT TUf3E MICROTUNNEUNG
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recording line and grade. Jacknig forces shall also be inonitored and
recorded durulg the pilot bore.
5. The axial force5 fi•om the jacicing fiaille shall be distributed to the pipe
uniformly tlu•ough a properiy designed thrust rulg and cushion material to
prevent clamage to the ends of the pipe. The jacking systen� shall be capable
of continuously monitoring the jacl<ing pressnre.
6.
7.
8.
9.
Pipes sllall be jaciced into position following the design line and grade of the
pipeline without damaging the pipe.
In the event a section of pipe is dainagecl during the jaciculg operation, the
pipe shall be jacked through to the receiving sl�aft and removed.
Other methods of repai�ing the damageci pipe may be llsed, subject to
approval by the Engineer.
Lubrication System
a. Provide a lubrication system, and inject pipe lubricants through
injeetion ports at the rear of the reau�ing head and ports in the pipe
(when neecled and where the pipe dian�eter is large enoilgh to
aeeoimnodate) as necessaiy, to ini�iimize pipe fiiction.
b
c.
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Pipe lubricants shall be injected continuously as the pipe is advanced.
The vohlme injected shall not be less than that required to fi11 the
aimular void space outside the pipe.
Inject greater volumes as reauired to mulimize jacking forces.
22 10. The pilot tube microtunneling inachine shall be operated so as to prevent
23 both surface heave and loss of ground. Control the advance rate and
24 monitor the volunle of material excavated and adjust advance rate, as
25 requu�ed, to avoid loss of grotuid, over-exc�vation, and stu�face heave.
26 11. Methods and equipment shall control stuface settlement and heave above
27 the pipeline to prevent dan�age to existing iitilities, facilities, and
28 improvements.
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12. Grotuld movements (settlement/heave) shall be limited to values tllat do not
cause damage or distress to surface feahues, uiilities, or improvenzeuts.
13. In no case shall settleinent exceed the inaximlim allowable values listed in
33 OS 44 — Settlement Monitoring.
33 14. The Contractor shall be responsible for any dainage to existing feafires,
34 improvements, or utilities, and shall repair any damage to the satisfaction of
35 the En�ineer, at no additional cost to the Owner, and witholit schedule
36 extension.
37 15. Transport and dispose of all excavated nl�terials properly away fi�om the
38 construction site. Spoils sha11 be disposed of at acceptable facilities in
39 accordance with current state regulations for disposal of these materials.
CITY OE FORT WORTF[ TRV — Parts G& 12 — White Settlement Qridge
bV�ter 1nd S�nitary Sewer Relocations
City Project No. 009G9
33 OS 28
PfLOT TUC3E MtCROTUNNELING
Page 1 I oi' 13
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Only use the disposal sites identified in the subinittals for much disposal.
16. The Contractor shall perform cont�ct grouting for shaft construction and
pipejacicing as speciiied in 33 OS 45 — Contact Grouting.
Control of Line and Grade:
l. The Owner will establish the survey control points indicated on the
2.
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12.
Drawings, at ground surface. The Contractor shall verify these control
points by survey prior to the start of construction, and shall confirn�
positions or report any errors or discrepancies ul writing to the Eizgineer
After confirming that all establisl�ed stilrvey controi points provided for the
Coutractor's use are accurate, the Contractor shall use these control points
to filrnish and maintain all reference Iu�es and grades for pilot tube
microturuieling.
The Contractor shall use these lines and grades to establish the exact
location of the jacked pipe using a theodolite guidance system
supplemented with a water level, as necessary.
Subinit to the Engineer copies of field notes used to establish all lines and
grades and Contraetor shall checic guidance system setup prior to beginning
each drive.
Contractor shall perform survey checics of the guidance system on a daily
basis during tunneling operations.
The Contractor is fully responsible for the accuracy of the worlc aizd tlle
correction of it, as required.
The jacicing pipe shall be installed in accordance with the following
tolerances:
a. Variations from design luie or grade: +/- one (1) inch maxiimun
The guidance system shall be mounted uldependently froin the thrust blocic
and jackuig fiame to maintain the alignment of the system.
Stop pilot tube microtunneling operations and reset the guidance system if
alignulent shifts or is moved off of design aiignment and grade for any
reason.
Guidance system should only be reset by qualified surveying personnel in
accordance with approved procedures.
Monitor line and grade continuously during pilot riibe mierotunneling
operation.
If the pipe installation exceeds the specified tolerances, correct tl�e
installation, including, if necessary, redesign of the pipe or structures. All
corrective work shall be performed as approved by the Enguieer at no
additional cost to Owner.
39 D. Obstructions:
CITY OF FORT WORTH TRV — Parts (�C 12 -- White Setdement [3ridge
\Nater and Sanitary Sewer Relocations
City Project No. 00969
33 OS 28
PILOT TUBE MICROTUNNELING
Page 12 of 13
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21 3.5
If the PTMT operations sholild encounter an object or condition that
impedes forward progress, the Conh�actor shall notify the Engineer
iiiunediately. The Contractor shall correct the condition, aud remove, clear,
or otherwise malce it possible for the PTMT machine and jaciced pipe to
aclvance past any objeets or obstructions that impede forward progress. The
Contractor shall proceed with removai of the object or obstruction by
methods submitted by the Contractor and accepted by the Engineer. The
Contractor will receive conzpensation for i•eilloval of obsh�uctions, which
cannot be broken up by the eutting tools with diligent effort, and that are
loeated partially or wholly within the cross-section�l area of the bore.
P�yment will be negotiated with the Contractor by the Engineer on a case-
by-case basis. The Engineer shali be provided an opportuiuty to view
obstruction prior to removal. Any removal process that does not allow
duect inspection of the nature ancl position of the obstruction will not be
considered for payillent. The Conh�actor will receive no additional
coinpensation for removi�lg, clearing, or otherwise inalcing it possible for
the PTMT machine to advance past objects consisting of cobbles, boulders,
wood, um-einforced conerete, and other noiulzetallic objects or debris with
maxim�un lateral dunensions less than tl�u�ty percent (30%) of the outer
diameter of the eLitterhead.
CLCANUP AND RESTORATION
22 A. Cleanlip and Restoration:
23
Cleanup:
24 a. After completion of the pilot tlibe niicrotuiuleWlg and pipe
25 installatiou, all construction debris, shirry, oil, grease, aud other
26 materials shall be renloved fioin the installed pipe, jacicing and
27 receiving shafts, and all Contraetor work areas.
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40 3.7
b. Cleaning shall be incidental to the construction. No separate payment
shall be inade for cleanup.
Restoration:
b.
d
Restoration shall follow construction as the Work progresses and shall
be completed as soon as reasonably possible.
Restore and repau• any damage resulting fron7 surface settlement
caused by shaft excavation, dewatering, or pilot tube microtululeling.
Any property ciamaged or ciestroyed, shall be restored to a eondition
equal to or better than existing prior io construction.
Initial restoration shall be conlpleted no later than thirty (30) days
after the pipe is in place along any himiel segment.
RE-INSTALLATION [NOT USED]
SITE QUALITY CONTROL
CITI' OE FORT WORTI I TRV — Parts (& 12 —\Vhite Settlement Bridge
Water and Snnitary Sewer 2elocations
City Project No. 00969
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33 OS 28
PILOT TUQE MICROTUNNELING
Page t3 of 13
3.8
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3.12
3.13
3.14
A. Safety:
1. Methods of construction shall be such as to cnsure the safety of the Woric,
Cont�actor's einployees, the public, and adjacent property and
improveinents.
2. All Worlc shall conform to the requuements of OSHA. Perforin all Worlc lll
accordance with the current applicable regulations of the Federal, State, and
local agencies. In the event of conflict, comply with the more restrictive
applicable requirement. Cas testing sl�all be performed by a certified gas
tester in acuordance with OSHA requu-ements.
a. No gasoline powered equipment shall be permitted in jaelcing ancl
receiving shafts. Diesel, electrical, hydraulic, and air powered
equipment is acceptable, subject to applicable local, State, and
Federal regulations.
b. Furnish and operate a temporary veiitilation systein and an�
monitoring system conforming to the requirements of USHA when
personnel are in the shaft or underground. Operate and inaintain a
ventilation system that provides a suffieient supply of fi�esh au and
uzaintains an atinosphere fiee of toxic or flaimnable gasses in all
underground worlc areas.
c. Perform all Woric in accordance with the current applicable
regulations and safety requuements of tlie Federal, State and local
agencies. Comply with all applicable provisions of and 29 CFR Part
1926, Subpart S, Underground Construction and Subpart P,
Excavations, by OSHA. Ii1 the event of conflict, co�nply with the
more stringent requuements.
SYST�M STARTUP [NOT USED]
ADJUSTING [NOT USED)
CLEANING [NOT US�D]
CLOSEOUT [NOT US�D]
PROT�CTION [NOT USED]
MAINTENANCE [NOT US�D]
ATTACHMENTS [NOT US�D]
END OT SECTION
CITY OF FORT WORTH
TRV — Parts 6& l2 — White Setdement Bridge
Water and Sanitary Sewer Relocations
City Project No. 009(9
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330541-I
SNAFT EXCAVATION AND SUPPORT
Page 1 of24
S�CTION 33 OS 41
SHAFT EXCAVATION AND SUPPORT
PART1-GENERAL
1.1 SUMMARY
A. Section Includes:
1. The nlinimuin requirements and acceptable construction methods for
excavation and support of shafis for the trenchless crossings. The
shafts will also be used to faeilitate the construction of comlections,
valves, vaults, access inanholes and other perinanent structures shown
on the Drawings.
2. The Woric shall include: site grading; temporary access road
construction; safety fencing and signage; construction staging areas;
design and constrliction of shaft excavations and excavation support
systems; material disposai; ground improveinent, where necessary;
proteetion of existing utilities; control and disposal of groundwater,
surface water, and construction watel; tunnel portal stabilization;
reinoval, bacicfilling, and abandoning of shafts; and site restoration.
3. Dependiizg on crossing location, acceptable shaft types may include:
siide rail systems, soldier piles and lagging, auger-drilled shafts, secant
pile sha$s, liner plate, or other contractor proposed conshliction
methods for jacking/receiving shafts subject to review and written
approval by the Engineer. See the Drawings for allowable shaft types
for each crossing. Sloped open excavations, speed shores, and trench
boxes shall not be allowed at any crossing.
B. Deviations from this City of Fort Worth Standard Specification
1. None
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requuements, Contract Forms, ancl Conditions of
tl�e Contract
2. Division 1— General Requuements
3. 33 OS 10 — Utility Trench Excavation, Embedment, and Bacicfill
4. 33 OS 20 — Auger Boring
5. 33 OS 22 — Steel Casing Pipe
6. 33 OS 27 — Open Shield Pipejacking
7. 33 OS 28 — Pilot Tube Microtunneling
8. 33 OS 42 — Water Control for Shaft and Tumiel Construction
CfTY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised.luly 1,2011
TRV - Parts 6& 12 -\��hite Settlement Bridge
Water and Sanitary Se�ver 2elocations
City Project No. 00969
330541-2
SHAFT EXCAVAT[ON AND SUPPORT
Page 2 of 24
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9. 33 OS 43 — Portal Stabilization
10. 33 OS 44 — Settlement Monitoring
11. 33 OS 45 — Contact Groutulg
1.2 PRY�� AND PAYMENT PROCEDUR�S
A. Meastu•ement and Paynient:
1. Shaft excavation and support for nenchless utility crossings.
a. Measurement:
1) Tl�is Item is considered subsidiaiy to Steel Casing Pipe
installation.
b. Payment:
1) The worlc performed and materials fiirnished in accordance
with this Item are considered subsidiary the unit price bid per
linear foot of Casulg, By Other than Open Cut installation to be
completed iu place, and no other compens�tion will be
allowed.
c. The price bid shall ulclude:
1) Site Grading
2) Temporaiy access road construction
3) Safety feucing and signage
4) Consn•uction staging areas
5) Design and construction of shaft excavations and excavation
support systems
6) Material disposal
7) Ground improvement
8) Protection, support and/or relocation of existing utilities
9) Control and disposal of groundwater
10) Surface water, and construction water
11) Tniuiel portal st�bilization
12) Removal, b�cic�lling, and abandoniilg of shafis
13) Site restoration
2. Vertical shaft excavation and support for vertical shafts associated with
trenchless utility crossing of the proposed bypass channel.
a. Measurement:
1) Measnrement For this item shalt be per each.
CITY OF FORT WORTI{
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised July l, 201 I
TRV - Parts 6& I? - White SetUement Qridgc
Water and Sanitary Sewer Relocations
City Project No. 00969
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330541-3
SHAFT EXCAVATION AND SUPPORT
Pagc 3 af 24
b. Payment:
1) The worlc performed and materials furnished in accordance
with this Item and ineasured as provided under "Meastilremei�t"
sha11 be paid for at the unit price bid per each "Vertical Shaft
Excavation" constructed for:
a). Various shaft diameters and depths
c. The price bid shall include:
1) S ite Grading
2) Temporary access road constructioiz
3) Safety fencing and signage
4) Constiliction staging areas
5) Design and construction of shaft excavations and excavation
support systems
6) Material disposal
7) Grotimd improvement
$) Protection, support and/or relocation of existin� utilities
9) Control and disposal of groundwater, surface water, and
consn-uction water
10) Tunnel portal stabilization
11) Removal, back�lling, and abandoning of shafts
12) Site restoration
1.3 R�F'ERENCES
A. Definitions:
CITY OF FORT \4�ORTH
STANDARD CONST2UCTlON SPEC[FICATION DOCUMENTS
Revised luly I, 201 I
TRV - Parts 6& l2 - White SetUement [3ridge
Water and Sanita�y Se�ver I2elocatio�is
Ciry Project No. 00969
330541-4
SHAFT EXCAVATION AND SUPPORT
����e a oe2a
1 1. Auger-Drilled Shaft: An excavation support systein composed of a steel
2 casing (usually a segmental corrugated uletal pipe [CMP]) grouted ui
3 place inside an allger-drilled excavatiou. A Iarge diameter drill rig is
4 used to excavate a hole slightiy larger than the requu�ecl inner diameter
5 of the shaft. Dilrulg drilling, the excav�tion is Icept fiill of drillin� fluid
6 (usually polymer-based) with high gel strength, high density, and high
7 viscosity to prevent cavulg, slonghing, or collapse of the excavation.
8 When the drilllllg is complete, the prefabricated casing of the requn•ecl
9 diaineter is lowered into the fluid-filied excavation. A conerete seal, of
10 sufficient thickness to resist buoyant forces on the dewatered shaft and
11 to prevent groundwater inflows, is then placed at the bottom of the
12 shaft by trenue. Grout is then placed by nemie between the outside
13 wall of the easing and the exeavation wa11. When the concrete and
14 groLlt have cured, the drillalg fliiid can be puinped out of the shaft. A
15 properly constructed auger-drilled shaft will provide a praetically
t6 watertight shoring system.
17 2. Bacic�ll Grouting/Primary Grouting: The injection of a fluid, rapid-
18 settiug, grout in shafts to fill the void behind liner plates or other
19 shoring elements.
20 3. Contaet Grotiting/Secondary Groutuig: The injection of fluid, uon-
21 shrinl<, rapici-settin� grout into any remainuig voids between the
22 bacicfill grout and the primary support or excavated surface.
23 4. Liner Plate Shaft: A shai� formed by sequential excavation and
24 erection of support rnigs consisting of segmental stee11u1er pl�tes. All
25 voids between the excavation and the luler plates are filled with grout
26 to ensure complete contlet with the ground.
27 5. Secant Pile Shaft: A shaft that is foruled by overlapping concrete piles.
28 The concrete is placed using the tremie method, in bored holes th�t are
29 stabilized with drilling flllid and/or temporary casing. Secant pile
30 shafts �uay be round or rectangular, Llsing integral steel reinforcement
3 t or wales as necessary to support the piles. Secant pile shafts can be
32 constructed to provide �t watertight shoring system.
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6. Tunnel Portal St�bilization: Where the new tuiuleled pipelines enter or
exit a shaft excavation, the Contractor shall stabilize the portal to
prevent soil or grounclwater inflows iuto the shaft that may lead to
settlement around the shaft or flooding of the excavation. Portal
stabilization is requu�ed at all shafts and is snbjeet to the requirements
of 33 OS 43 — Portal Stabilization.
39 B. Reference Standards:
40 1. Reference stanclarcls cited in this Specification refer to the current
�1 reference st�ndard published at the time of the latest revision date
42 logged at the end of this Specification, unless a date is specifically
43 cited.
CITY OF FORT WORTH TRV - P�rts 6& 12 - White Settlement Dridge
STANDARD CONSTRUCTION SPECtFICATION DOCUMENTS W�tcr and Sanitary Sewer Relocations
Revised July I, 201 I City Project No. 00969
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330541-5
SHAFT EXCAVATION AND SUPPORT
P21gC S OY 24
2. ACI
a. 318 Building Code Requirc�i�ents for Reinforced Concrete
3. AISC
a. Manual of Steel Construction
4. ANSUAWS
a_ D L 1 Structural Welding Code
5. A_R.EMA
a. "Mailual for Railway Enguleering" 2005 Bdition.
6. ASTM A
a. 36 Speciiication for Structtu�al Steel
7. American Association of State Highway and Transportation Officials
(AASHTO):
a. HB-17, Standard Specifications for Highway Bridges.
8. OccLipational Safety and Health Administration (OSHA)
a. Regulations and Stanciards for Underground Construction, 29 CFR
Part 1926, Subpart S, Underground Construction, and Subpart P,
Excavations
C. Reference Documents:
l. "Geotechnical Engineering Report — Water and Sanitary Sewer
Relocations for the Trinity River Vision Phase 2A Improvements —
Part 6— White Settlement Bridge Phase I", Fort Worth, Texas,
Gorrondona & Associates, October, 2012.
2. "Geotechnical Engineering Report — Water and Sanitary Sewer
Relocations for the Trinity River Vision Phase 2A Improveinents — Part
12 — White Settlement Bridge Phase II", Fort Worth, Texas,
Gorrondona & Associates, October, 2012.
1.4 ADMINISTRATIV� R�QUIRCM�NTS
A. All work by the Conh�actor shall be done in the presence of the Engineer
unless the Engineer grants prior written approval to perform such worlc in
Engiueer's absence.
1.5 SUBMITTALS
A. Submittals shall be made in accordance with Section O1 33 00.
B. All submittals shall be approved by the Engineer or the City prior to delivery.
C. Review and acceptance of the Contr�ctor's submittals by the Engineer shall
not be construed in any way as relieving the Contractor of its responsibilities
under this Contract.
C[TY OF FORT ���ORTH
STANDARD CONSTRUCTION SPECIFICATfON DOCUMENTS
Revised.fuly 1,2011
TRV - Parts 6& 12 - White Settlement aridgc
Water aiid Sanitary Sewer Relocations
City Project No. 00969
330541-6
SHAFT E\CAVAT[ON AND SUPPORT
Page 6 oC24
1.6 ACTION SUBMITTALS/INrORMATIONAL SUBMITTALS
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Qualifications:
Submit tl�e name and qualificltions ofperson(s) responsible for each
excavation support system design.
C
2. Submit the qualifications of shaft subcontractor for each shaft type to
be constructed. Subinit inforination coniuming that each snbcontractor
ineets the requu-einents listed in Paragraph 1.9 A 2.
3. Provicie project names, dates, owner's contact information, details of
shaft geoinetry and construction, and soil and groundwater conditions.
Shop Drawulgs:
1. Schedule and seqt�ence of shaft construction including nlajor
milestones such as: installation of shoru�g, water control, excavation,
instaliation of wales/struts, installation of h�emie seaUgroundwater
control, installation of working slab, dewatering of shaft interior.
2. Scaled drawings (plan and section views with diulensions and sizes)
showing:
a. The proposed sh�ft elements and shoring system to be usecl at each
crossulg location �
b. Adjacent and nearby existing structllres and utilities
c. Details of trenchless pipe penetrations
d. Details ofpipe penetrations for coiu�ection to open cut sections of
the pipeline
e. Staging areas for all sl�aft construction operations.
3. Design Calculations: submit all calculations in a legible,
comprehensible format, the c�lculations shall be perforined by or uncler
the du•ect supervision of a Civil Engineer registered in the State of
Texas, who shall stamp and sign the design calculations.
a. Provide design c�lculatioils for the shorulg and bracing indicating
it can withstand: all earth and groundwater pressures, equipment
and applicable traffic aud constr�letion surcharge loads, and other
surcharge loads in accordance with the site conditions, the
information listed in the Geotechuical Enguieering Report, and any
other requn�enleuts described ul these Drawings and Specifications.
b. For shafts subject to groundwater loading, provide design
calculations indicating the str�ictural design of the h�enue seal and
worlcing slab and uplift resistance of the shaft.
CfTY OF FORT IA�ORTH
STANDARD CONSTRUCTION SPEC(FICATION DOCUMENTS
Revised Jtdy I, 201 1
TRV - P�rts 6& 12 - Wt�ite Settlement Bridge
Water �nd Sanitary Sewer Relocations
City Projecl No. 00969
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330541-7
SIIAFT EXCAVATION AND SUPPORT
Page 7 of 24
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1) Confirm that tremie seal and woricing slab weight, structziral
connection to shaft walls, and any frictional resistance assumed
along sidewalls of the shaft are adequate to resist uplift and that
assumptions are reasonable and appropriate.
2) Show that a ininimum factor of safety agall�st uplift failure of
l.l is achieved under the most extreme loading conditions.
Methods and details of excavation, containment, l�aitling, and disposal
of the excavated materials, all spoils, and other materials used in sha$
construction.
Describe procedures for excavation of the spoils fiom the shaft interior.
a. Describe the procedures for excavation of material below the reach
of conventional l�ydraulic excavators and for hard/very dense soils
and rock.
b. For sha$s triat extend below groundwater, describe procedures for
groundwater control during excavation (dewatering, groundwater
cutoff, grouting, etc.) or procedtu�es for "in-the-wet" excavation
and shaft bottom seals.
Describe procedures for dewatering the shaft interior after excavation is
complete (for "in-the-wet" construction), and for control of
groundwater inflows after excavation has Ueen completed, method of
maintaining bottoin stability, and protection of subgrade.
Concrete mix information ancl placement procedures for the ti-emie
seal, worlcing slab aud/or airy annular grout. Describe procedure for
installing concrete tremie slab and worlcing slab to the requued
thicicness and at the correct elevation.
Details for relocatin� and/or protecting existing utilities aud strucnires
within zone of influence.
Details of procedures for preloading bracing members.
Procedures for checking and maintaining plumbness of the shaft and
ensuring proper elevation is reached.
Additional subinittals for Specific Shaft Types:
a. Auger-Drilled Shafts:
1) Description of equipment and procedures to be used to
construct the auger-drilled shafts, to execute the associated
trenzie seal ll�stallation, groliting, and dewatering.
a). Describe procedure for drilluig and reamllig sl�aft
excavation, including dia�neter and depth of initial pilot
hole, outer re�med starter hole and liner, ancl final reamed
hole and liner.
CITY OF FORT WORTI I
STANDARD CONSTRUCTION SPEC[FlCAT10N DOCUMENTS
Revised July l, 201 I
TRV - Parts 6& 12 - N�hite Settlement E3ridge
�Vater and Sanitary Sewer Relocations
City Project No. 00969
33osai-s
SHAFT EXCAVAT[ON AND SUPPORT
Page 8 of 24
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b). Describe procecltu�e for installing and grouting all Iulers,
inclnding sequence of operations and gront inixttu�e.
c). Describe the drilling fluid, indicating properties and
confirm adequacy to resist groundwater and earth pressures
acting on bore walls. Provide NiSDS and supplier cut
sheets.
7 d). Show voluine calculations to ensnre adequate volume of
8 drilling fluid will be available to keep bore filled.
9 b. Secant Pile Shafts:
l0 1) Description of the equipulent, procedures, and sequence to be
11 used to construct the secant pile shafts.
12 a). Details for drilling teniplate to enslire that secant piles are
13 drilled contiguously, without gaps.
14 l�). Bacicgrolind on the drilling equipillent and procedures and
l5 its successfill use on other projeets with similar soil
16 conditions
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c). Methods for providing continuous support of the bore holes
during drilling, incltiiding design of the drilling fluid if it is
to be used.
d). Method of inonitoring deviation fiom vertical of pile holes
during excavatioll, and details of proposed corrective
measures to be implemented if necessary.
e). Metllods for p(acing tremie concrete and handling
displaced cirilling fluid, if applicable.
�. Methods for installing reinforcing or wales.
c. Liner Plate Shafts:
1) Description ofthe equipment, proceclures, and sequence to be
used to construct the ('nler pl�te shafts, to execute the
associated grouting and tremie seal installation.
3o a). Manufacttn�er's literatlue and design calculations for t11e
31 liner plate, based on anticipated loading conditions.
32 b). Details ofplates ineh►ding grout holes, boltholes, bolt sizes,
33 sealants, gaslcets, and gronui�ets where used.
34 c). Material specifications for mechanic�l connectors, grout
35 ph�gs, and grout sleeves
3E d). Excavation dimensions for each proposed sh�ft section.
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e). Typical liner pLate rings, geometry.
C[TY OF FORT WORTH TRV - Parts 6& 12 - White Setdement E3rictge
STANDARD CONSTRUCTfON SPEC[F[CAT[ON DOCUMENTS 1\�ater and Sanitary Sewer 2clocations
2evised July t, 201 I City Project No. 00969
330541-9
SF(AFT EXCAVAT[ON AND SUPPORT
Page 9 of 24
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�. Details of assembly, bacl<filling, and grouting. Show
ulstallation details including:
(1)
(2)
(3).
Requuements for staggering of adjacent rings
Use of tie rods (hog rods) if necessary during grouting
operations
Grout seals requn•ed to maintain bacicfill grout in
place and to prevent flow back into sl�afts.
8 g). A description for backfill/primary grouting operati�ns t?:at
9 includes slcetches as appropriate, indicating type and
l0 location of mixing equipment, puiilps, uljection points,
11 venting method, d'n•ection of flow, presstu-e measurement
12 and maximum allowable presstue, blocicing or otherwise
13 securing liner to avoid floating or excessive displacement,
14 volume measiueiller.t, grouting sequence, schedule, and
IS stage volumes.
16 h). A grout inix design report inchiding: grout type and
17 designation; grout mix constituents and proportions,
18 including materials by weight and volume; grout densities
19 and viscosities, inelliding wet density at point of piacement;
2o initial set time of grout; bleeding/ shrii�l<age/expansion; and
21 compressive strength.
22 i). Certificates: Submit manufaeturer's written certifieation
23 that steel luier plates, bolts, washers, grolnmets and
24 gaslcets, meet or exceed specified requuements.
25 2) Groutiiig Records: Maintain daily logs of grouting operations
26 and submit records of grouti�lg to the Engineer. The records
27 shall include the following information
28 a). Hole naille, collar station, face station, date.
29 b). Details of mixes used including any admixttu-es.
3o c). Details of each batch of grout iizjected inehiding estimated
31 wastage.
32 d). Details of any interruptions, leakages and any equipinent
33 malfunctions.
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e). Name of grouting supervisor.
Daily Records:
1. Written daily progress reports shall be submitted during construction.
The progress reports shall have field logs recorded at intervals of five
feet or less during exeavation and shall be submitted to the Engiizeer
within one worlcing day of the shi$ for which the logs were created. As
a minimum, the logs shall include:
CITY OF FORT W02TH TRV - Parts 6 fi 12 - White SetHement E3ridge
STANDARD CONSTRUCT[ON SPECIFICAT[ON DOCUMENTS \4�ater and Sanitary Sewer Relocations
Revised July I, 201 I City Projec[ No. 00969
33 05 41-10
SF[AFT EXCAVATION AND SUPPORT
Pagc 10 of24
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a. The date, startnlg tiine, and finish time
b. Equipinent used
c. Actual quantities and descriptions of excavatecl material ulchiding
soil types
d. Any unilsual conditions, breakdowus, and delays, including
problems with support, bottom u�stability ancl obstructions
Detailed deseription of the s��pport nistallecl, including sizes,
leugths, spaeing and elevations relative to excavation elevation
Pumpulg rates fiom sha$ s�unps and inflow conditions or flooding
levels for shafts excavated "in the wet"
g. Deformation monitoring results, and record of action talcen by the
designer of record and the Contractor if predicted deflections are
exceeded
1.7 CLOSCOUT SUBMITTALS
A. Post-Consh�uction:
1. Withul 15 days of bacic�ll of excavations, the Contractor shall submit a
detailed as-built location plau of all remaining bnried shoring meinbers
inclllding size, loeation, and cutoff elevation.
1.8 MAINTENANC� MATCRIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE
21 A. Qualifications:
22 1. Failure to meet the qualification requu�ements is failure to fiil�ll the
23 Contract and the Contractor will be requued to obtain a subcontractor
24 that meets the qualification requuenlents.
25 2. The Contractor who sha11 perforin the Worlc speci�ed herein shall have
2� successfiilly conlpleted at least five (5) shafts ntilizing each of the
27 proposed sllaft construction methods of sinzilar size, depth, and
28 complexity, and in similar ground conditions, within the past five (5)
29 years. In addition, the Superintendent(s) for the construction worlc
3o shall have demonstratecl successfiil experience with the proposed shaft
31 coustruction method(s).
32 3. Quality control, testing, and inspection shall be provided as reqlin•ecl by
33 the Contractor's design engineer and in accordauce with approved
34 submittals. The Contr�etor's design engineer shall visit the site to
35 observe the Worlc in progress on ai least a weekly basis or more
36 fi•equently if requn�ed by the Engineer.
CITY OF FORT 4VORTFI TRV - Parts (& 12 - White Settlement Qridge
STANDARD CONSTRUCTION SPECIF(CAT[ON DOCUMENTS Water and Sanitary Se�vcr 2elocations
Revised July I, 201 l City Project No. 00969
33 05 41-1 1
SIIAFT EXCAVATION AND SUPPORT
Page i l of24
1 4. The Contractor shall iinmediately notify the Engineer, in writing, when
2 �ny problems are encountered with equipnzent or materials, or if the
3 Contractor believes the conditions encountered are n�aterially and
4 signi�cantly different fi-onz those represented within the Conh�act
5 Doctunents.
6 5. The Contractor shall allow access to the Engineer and shall furnish
7 necessary assistance and cooperation to aid the Engineer in
8 observations �nd data ancl sample eolleetion.
9 1.10 PL�,i v'LRY, STORAG�, AND HANDLING [NOT US�D]
l0 1.11 FIELD [SITE] CONDITIONS [NOT USED]
11 1.12 WARRANTY [NOT US�D]
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PART 2 - PRODUCTS
2.1 OWN�R-FURNISH�D [OR] OWN�R-SUPPLIEDPP.ODUCTS [NOT US�D]
2.2 MAT�RIALS
A. All timber and structural steel used for the supporting systems, whether new
or used, shall be sound and fiee from defects which inay impau strength.
B. Stilictural Steel: ASTM A 36 or better, uizless approved otherwise.
C. Liner Plate: ASTM A569 and section 15 of AASHTO "Standard
Speciiications for Highway Bridges" for tuimels beneath roads or Chapter 1,
Section 4.15.5, Tab1e 1-4-38 of AItEMA "Manual for Railway Enguieering"
2005 Edition for tunnels beneath rail�oads.
1. Eve�y other plate radially of every second ring vertically shall be fitted
with a nvnimum 1-1/2 ulch diameter grout hoie.
2. Where shown on the Drawings, liner plate flanges shall be provided
with factoiy-installed gaslcets.
D. Design Criteria:
L The Contractor shall have sole responsibility for selection of shaft
types, construction methods, and shaft excavation sizes to complete the
worl<, ineetuig the requuements of these Specificatioils. The size of the
shafts shall be adequate to complete all trenchless construction arid to
construct all structtu•es indicated on the Drawings.
C[Tl' OF FORT \��ORTIi TRV - Parts 6 S 12 - White SetUement I3ridge
STANDARD CONST2UCT[ON SPECIFICATION DOCUMENTS \Vater and Sanitary Sewer 2elocations
Revised July I, 201 I City Project No. 00969
33 05 41- 12
SHAFT EXCAVATION AND SUPPORT
P�ge 12 of 24
1 2. Depencl'u1g oii crossing location, acceptable shaft types �nay ulclude:
2 slide rail systen�s, soldier piles. and lagging, auge�-drilled shafts, secant
3 pile shafts, liner plate, or other Contractor proposed consh�uction
4 metl�ocls for jacicin�/receiving shafts, subject to review and written
5 �pproval by the Engineer. See the Drawings for allowable sliaft types
6 for each crossing. Sloped open excavations, speed shores, and trench
7 boxes shall not be allowed at any crossing.
8 3. The use of blasting is prohibiteci.
9 4. Eacavation suppoi-t systems shall be designed by or under the duect
lo supervision of a Civil or Structural Engiileer registered 'ul the State of
t 1 Texas who has a mmimum of five (5) years experience in the design of
12 soil retaining structilres, and who shall stainp ancl sign the submittals
13 and shop drawings
14 5. The Contractor's licensed engineer shall design all shafts to provide a
I S continuous, dry, excavation support systein.
16 6. Shafts shall be designed to support earth and grouudwater pressures,
17 equipinent, applicable traffic, and construction loads and pressures (i.e.
18 amliilus groutnlg pressures), �ud other surcharge loads in accordance
19 with the site conditions, the Geotechnical Engineering Report, and any
20 other requll-ements described in these Drawings and Specifications.
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7. Shafts shail be designed to withstand the fiill hydrostatic head of
grotuidwater or shall include provisions for dewatering to completely
remove groundwater loading.
8. Design excavation support systems in accordance with AISC and ACI
code provisions, as applicable.
26 9. The shaft design shall allow the safe and expeditious constraction of
27 the permanent facilities without excessive n�ovement or settlement of
28 the ground anci in a maluier that will prevent damage to, or movement
29 of, any adjacent str�ictures, utilities, or other facilities.
30 10. The shaf�s shall be of � size large enough to facilitate all necessary
31 gro�indwater control, construction operations including the trenchless
32 pipe installation, constrtiction of any structures shown on the Drawings,
33 alid pipeline comiections to open-cut reacl�es of the worlc.
34 1 l. The Contractor shall ensure that the depth of the shaft excavations
35 allows sufficient vertical clearance for placenlent of the worlcing slab
36 and jacking fi•aine at the requu-ed elevations and angles to install the
37 pipeline, as shown on the Drawulgs. Survey of final shaft bottoui
38 elevations shall be recorded and subnlitted.
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12. The shaft floors shall be designed with a sump to remove any
groundwater, rainwater, runoff, or construction w�iter that enters the
sha$.
C(TY OF FORT WORTFI TI2V - Parts C& 12 - White SetUement Qridge
STANDARD CONSTRUCTION SPECIElCAT10N DOCUMENTS ���atcr �nd Sanitary Sewer Relocations
Revised.fuly I, 201 I Ciry Project No.00969
33 05 41- 13
SIIAFT EXCAVATION AND SUPPORT
Page I 3 of 24
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13. All shafts shall be desigi�ed with a collcrete worlcing slab te provide a
stable platform to complete the Worlc. Tl�e worlcing slab at each
excavation where groundwater is above the invert of the shaft shall be
designed to protect the exeavation invert in accorclance with these
minimum design criteria:
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c.
14. Grout:
The Contractor shall not discharge groundwater inflows into storm
sewers, sanitary sewers, water bodies, or streets without cbtaining
and subnlitting copies of the requi�ed permissioils and/or pern�its.
Conh�actor s1�a11 properly dispose of groundwater in accordance
with permit requu•ements and the requuelnents of 33 OS 42 —
Water Control for Shaft and Tunnel Consti��ction, and other
applicable Sections.
a. All shafts sha11 have a fmished concrete tremie seal and/or worlcing
slab and aclequate sump pumping systein to control groundwater
inflows tluough the bottom of the shaft and to resist uplift of the
completed shaft.
The trenlie seal and worlcu�g slab reinforeing inay be designed to
st�ucturally tie the slab to the shaft walls to talce advantage of the
shaft clead weight and sidewall fi-iction in resistiug uplift due to
buoyancy, if necessary.
Shafts sl�ali be capable of resistiizg expected hydrostatic uplift with
a miilimum safety iactor of at least 1.1.
d. Be capable of supporting such combined dead and live loads as are
requu•ed by the Contractor's means and methods.
26 a. The strength of any grout mixture used to fill the annulus between
27 the internal shoring or other supports and the excavation, if used,
28 shall be selected to allow the tumieling equipment to efficiently
29 excavate or advance througl� the grouted annulus during both
30 launch and retrieval.
31 b. The tuiuieling subcontractor shall be eonsulted to ensure
32 colnpatibility between the grout strength and t�umeling equipment.
33 c. The minilnum streugth of the grout mixture shall equal or exceed
34 the strength of the soils outside the excavation.
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15. Tl�e support systems shall be designed to protect adjacent utilities from
damage and to minimize horizontal and vertical movements to below
the maximuin allowable values for deformation which are specified in
33 OS 44 — Settleinent Monitoring.
CITY O�` FORT W02TH TRV - Parts 6& 12 - White Settlement (3ridge
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Water and Sanitary Se�ver Relocations
Revised.luly l, 201 I City Project No.00969
33 05 41- 14
SFIAFT EXCAVATION AND SUPP02T
r�be ia oeza
1 16. The shafts shail be designed for staged ulstallation and removal of all
2 portions of the upper 10 feet and to accoimiloclate construction of
3 cotulections and bacicfill sequences, unless otherwise noted on the
4 Drawings.
s 17. The Contractor is respoilsible for �;roviding all necessary Pol`tai
6 Stabilization measures to prevent the inflow of soil or rocic and control
7 the inflow of groiuldwater through tl�e tunnel portals at all shafts as
8 specified in 33 OS 43 — Portal Stabilization.
9 18. The i`;ontractor is allowed to install and operate Conh�actor-designed
l0 groundwater pumping systems outside of shafts, provided that the
11 Contractor obtains iiecessary perinits for handling, treatment, and
12 disposal of groundwater and coinplies with perinit requueinents and
13 loc�l, State, and Federal reglilations and statlites. Perform all
14 dewatering worlc in accordance with 33 OS 42 — Water Control for
15 Shaft and Tilmiel Construction.
16 19. Coordinate relocation of overhead wires, poles, guy wu�es, and
17 appurtenant items as needed to install shoring systenis and to perform
18 other activities required for construction of shafts anci trenchless
19 crossings.
20 20. Auger-Drilled Shafts:
21 a. The steel Iu1er shall be designed to resist lateral earth presslires and
22 groundwater pressures based on the information in the
23 Geotechnical Engineerulg Report.
24 b. The driiling fluid used to support the exc�vation shall have
25 adequate viscosity, gel strength, density, and other requu•ed
26 properties to safely support earth and groundwater loads
27 deterniined based on the Geotechnical Engineering Report.
28 21. Secant Pile Shafts:
29 a. Secant pile shaft designs, installation equipment, and methods shall
3o be compatible with the conditions described in the Geotechnical
31 Engineering Report.
32 b. Individual bore holes shall be couzpletely supported with
33 stabilizing drilling fluid or temporary casing at all tiines ciurulg
34 drilling.
35 a Individual secant piles shall be uistalled withul a tolerance of 0.5%
36 of true vertical.
37 d. The foilowiilg will be considered defects/defective piles requu-ing
38 satisfactoly repan� or replaceu�ent
39 1) Exceeds specified vertical tolerances.
CITY OF FORT WORTII TRV - Parts 6 S: 12 - White Settlement [3ridge
STANDARD CONSTRUCTION SPECIF(CATION UOCUMENTS Water an� Sanitary Sewer Relocations
Revised July I, 201 I Ciry Project No. 00969
330541-t5
SHAFT EXCAVATION AND SUPPORT
Page I S of 24
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2) Less than the nzulimum wall thicicness/interlock between piles
shown on the Contractor's approved shop drawings.
3) Less than minimuin concrete strength reqliued by Contractor's
design and submittals.
4) Voids/cavities/honeyco�nbing
22. Liner Plate Shafts:
a. Initial ground snpport requues the use of steel liner plate and steel
support rings.
b. The Coiltractor shall prepare the shaft design based on excavation
by trackhoe, hoe-rain, and/or mini-excavator/loader in conjunctiou
with liner plate support.
c. Liner Plates
i) Liner plates shaii be designed so that erection and assembly
can be accomplished entu�ely fiom inside the shaft.
2) Liner plates shall be capable of withstanding the ring tlu•ust
load and transmitting this load fi-om plate to plate.
3) The minimum thickness of liner plates shall be determined by
the Contraetor's shaft design engineer.
d. Grouting
1) All voids behind liner plates shall be fiilly grouted.
2) Grouting shali be performed in a sequeuce which will preclude
deflections exceeding 5 percent of the shaft dia�neter.
3) At n�uiimum, grouting shall be performed at the end of each
day
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT US�D]
PART 3 - EX�CUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION
A. Shaft Construction shall not begin until the following tasks have been
completed:
l. All required submittals have been made and the City and/or Engineer
has reviewed and accepted all submittals.
C[TY OF F'ORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised .hily l, 201 I
TRV - Parts G fi 12 - White Settlemenl Qridge
\Nater and Sanitap� Sewer Relocations
Ciry Project No. 00969
33054(-t6
SHAFT EXCAVATION AND SUPPORT
P��ge 16 of24
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Review of available utiliiy drawings and location of conduits and
unciergrouild utilities in all areas where excavation is to be performed.
a. The Contractor shall notify the Texas One Call system (800-245-
4545) to request uiarlcing of utilities by utility owners / operators
that subscribe to One Cali, and shall individually notify all other
laiown or suspected iitilities to request marlcing of tllese Lltilities.
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26 b. Under no cuctuilstances shall spoils, drilling fluids, groundwater
27 inflows, or construction water enter any sanitary or storm sewers,
28 or any water body.
29 c. Contractor shall properly dispose of groundwater iu accordance
30 with pernlit requireilleuts.
3
3.4 INSTALLATION
A. Geileral:
1. Corrective measnres shall be immediately talcen where movement or
cleformation of support systems ulay ni ai7y way impair the integrity of
the support system or that of adjacent faeilities. All excavated spoils,
and other materials used during shaft consh•uction, shall be completeiy
contained wl�en stocicpiled on site, and shall be disposed of by the
Contractor in accordance with the accepted disposal plan at the
completion of shaft construction.
a. Any spills shall be completely contained and cleaned up promptly
by the Contractor.
b. Repan� damage to existulg utilities resultin� fi�om excavation at no
additional cost to the, City.
Site safety representative has prepared a code of safe practices in
accordance with OSHA requi�ements.
a. Provide the Engineer and Owner with a copy of each prior to
starting shaft consh•uction.
b. Hold safety meetings and provide safety ulstruction for new
employees as required by OSHA.
31 2. Settling of adjacent properry and/or facilities shall not be permitted.
32 Settlellient monitoring of adjacent facilities shall be conducted in
33 accordance with 33 OS 44 — Settlement Monitoriug.
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All welding shall conform to the applicable provisions of ANSI/AWS
Dl.l.
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Vertical Deviation:
a. Care shall be talcen to lceep the shafts pluinb during construction.
The deviation fi•om plumb shall not exceed one (1) foot (12 inches)
in 100 feet, or 1%, unless otherwise specifiecl herein.
CtTY OF FORT WORTFI TItV - Parts 6 S 12 - White Settlemcnt Qridge
STANDARD CONST2UCTION SPECIFfCAT10N DOCUMENTS W�ter and Sanitary Sewer 2eloc�tious
Revised July I, 201 I City Project No. 00969
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b. Any eorrection of shaft deviation, and any construction and
associated costs resulting fi-om relocation of appurtenances inside
the sl�aft, inchidulg the tiinneled pipe connections and the launch
and retrieval seals, c�used by the shaft's deviation fiom plumb or
other deficiencies in worlananship shall be accomplished at the
Contractor's expense and sha11 not be cause for schedule extension.
5. For h�enchless shaft penetrations, provide waterYight gaslceted seals and
portal stabilization at all Iocations.
6. Pumping fi•om shaft sumps shall not result ul boiis, softenuig of the
groLlnd, or loss of fines. Suinps, subdrains, and drain blanicets shali be
installed as necessary, using suitable filteis or screens so that imes are
not removed fi-om the formation.
7. Shafts in active use shall be surrounded by safety fencing, consisting of
six-foot high chain lii�lc fenee, installed coinpletely around the shaft
perimeter and shall have a locica�le entry gate to prevent unauthorized
access. Shafts nct in active use for more than 72 hours shall be covered
with traffic plates or sui-�ounded with a 6-foot high chain linlc fence and
safety cage or netting to prevent unauthorized entiy or access.
8. The shoring system sha11 extend not more than 5 feet and not less than
3 feet above natural ground surface to prevent accidental or
unauthorized entry.
9. Safety rails shall be installed in accordance with applicable safety
regulations.
Interilal Bracing and Support Systeiil:
1. The internal bracing support system for shafts sha11 include wales,
struts, and/or shores where necessary.
a. Struts with intermediate bracing shall be provided as needed to
enable sl�afts to carry maximum design load without distortion or
bucicling.
b. Web stiffeners, plates, or angles shall be included as needed to
prevent rotation, crippling, or bucicling of connections and points
of bearing between structural steel melnbels. Allow for
eccentricities caused by field fabrication and asseinbly.
c. All braculg support meinbers shall be installed ancl maintained in
tight contact with each other and with the surface being supported.
d. Bracuig members shall be preloaded by jacicin� stilrts to control
shoring movement.
1) Bracing members shall be preloaded in accordance with
methods, procedures, and sequence as described in the
submittals.
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 f
330541-17
SHAFT EXCAVATION AND SUPPORT
Page 17 of 24
TRV - Parts 6& l2 -\��hite Setllement [3ridge
4V�ter and Sanitary Se�ver Relocatio�is
City Project No. 00969
33osai-is
StfAFT EXCAVAT[ON AND SUPP02T
Page I 8 of 24
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2) Excavation work shall be coordinate� with installation of
braculg and preloadllig.
3) Steel shims and steel wedges shall be welded or bolted in
place to maintain the preloading force in the bracing after
release of the jacicing equipment pressure.
4) Support and preload sha11 be installed inulzediately after
u�st�llation and p�•ior to continuing excavation.
e. Procedures tl�at produce tinifornl loading of braculg uleulber shall
be used wiihout eccentricities or overstressing and distortion of
melilbers of system.
11 2. Str�rts shall be installecl and preloaded by jacicing to 50% of design
12 capacity, before excavation resumes. Steel wedges, or shiins, shall be
13 installed and welded in place to lock in preloaded stresses and prevent
14 excessive lateral deformations.
ts 3. Internal supports, including wales, struts, and corner braces, shall be
16 instalied sequentially as the shaft is excavated.
17 a. At no time shall the Linsiipported excavation depth exceed the
18 Contractor's design location for wales or st�uts, phis 2 feet, as
19 shown on the Contractor's submittals.
2o b. All internal supports shall be installed within+/- 3 inches of design
2 t locations sl�own on approved submittals.
22 4. Tiebacics shall be used where proposed 'nl eonjunction with or in lieu of
23 struts, bracing and shores.
24 a. Tiebacics sh�ll be designed, installed, and tested in accordance with
25 recoininendations of the Post Tensioning Institnte.
26 1) On-site tests shall be performed to demonstrate adequacy of
27 tiebacks for subsurface conditions.
28 2) Tiebacic lengths shall be adequate to obtain anchorage behind
29 potential failure plane of exeavation.
30 3) Conduct proof-tests, performance tests and lift-off tests of the
31 tiebacic systems to verify capacity and locic-off load.
32 C.
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So(dier Pile and Lagging Shaft Installation:
1. Install piles in predrilleci holes, to the tip elevations shown in approved
submittals. Provide casing or drilling ulud to prevent caving ofholes
and loss of ground.
2. After each soldier pile l�as been seated phunb in the clrill hole, encase it
with concrete or crushed rocic fioln the tip to the bottom level of the
final excavation.
3. Apply vibration through the pile.
CITY OF FORT WORTEI TRV - P<irts 6& 12 - White Settlement E3ridge
STANDARD CONSTRUCTION SPEC[F[CAT[ON DOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 20t 1 City Project No. 00969
33054I-I9
SHAFT EXCAVATION AND SUPPORT
Page I 9 of 24
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4. Concrete strength shall be in accordance with subinittals, atid shall be
placed by means of a trenlie systein.
5. Provide tilnber, steel, or precast concrete lagging or steel sheets of
sufficient thicicness to withstand lateral earth pressures.
6. Install lagging with no gap between adjacent boards. As installation
progresses, bacicfill the voids betweeil the excavation face and the
lagging with sand, pea gravel, or lean grout paciced into place. Pack
with inaterials such as hay, burlap, or geotextile fabric where necessary
to allow drainage of groundwater without loss of grotmd dile to piping.
Auger Drilled Shaft Construction:
1. Drilling Fluid:
a. At ai1 tunes dtuing drilling, reanling, liner u�stallation, and
groutuig, the excavation shall be kept filled with stabilizing drilling
fluids to safely support the excavation and resist bottoln heave,
cavulg and sloughing.
b. The shaft shall be I<ept adequately filled with drilling fluid until the
tremie seal concrete and amiuhis grout has reached sufficient
strength to resist upli� without failure or cracicing.
c. The drillulg fluid shall be properly designed, mixed, and stored in
sufficient voiume near the excavation to ensure that the excavation
can be kept adequately fiiied and stable.
d. Drilling fluid shall be replenished as necessaiy to maintain
requu�ed stabilizing properties.
2. The Contractor shall avoid applying excessive bending, torsional, or
point loads to the steel liner during installation and grouting.
3. The excavation shall be of sufficient diameter to allow installation of
the steel liner without scraping or gouging of the shaft excavation
sidewalls.
29 4. The Contractor shall colnpletely grout the aiuluhis oiitside of the steel
30 liner. Groliting pressures shall be carefully controlled to prevent
31 bucicling or damage to the luler
32 E. Secant Pile Shafts:
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The Contraetor sh�ll consiruct proper guides to help aehieve the
necessaiy position and vertical aligmnent of the secant piles. Guides
shall be fully constructed prior to construction of secant piles.
Secant pile bore holes shall be completely supported by properly
designed drilling fluid or continuous temporary casulg at all times
during drilling.
Casing:
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPEC(F(CATION UOCUMENTS
Revised July i, 20( I
TRV - Parts 6& 12 - White Settlement [3ridgc
Water and Sanitary Sewer Relocations
City Project No. 00969
33 OS 41- 20
SFIAFT EXCAVATION AND SUPPORT
Page 20 of 24
1 a. If usecl, casings shall be equipped with cutting teeth to provide
2 positive cut into the previously uistalled adjacent piles and
3 installed by either rotating or oscillating the casing.
4 b. Installing the casin� by vibratory or percussive means will not be
5 allowed.
6 a Remove teinporary casing while the concrete remauls woricable.
7 d. Sufficient quantity of temporary casing sha11 be onsite at all times.
8 4. Excavate bore holes in such a maiuier that the soil outside the pile
9 diameter is not adversely affectecl. Use pile boring methods that will
10 n�ininlize over-excavation, loosenulg, and caving of material olitside
11 the pile diameter.
12 5. Pile borings shall be coinpleted continuously fionl the ground surface
13 to the requu�ed clepth and bacicfilled with conerete. If the pile
14 excavation and baekfilling ca�ulot be completed in a contiiiuous
15 operation, the excavation shall be bacicfilled to a minimum depth of 5
16 feet above the bottom of the excavation.
17 6. Do not advance secondary piles tiintil concrete in acljacent primary piles
18 has been ul place a nuiliinum of 24 hours, or if adjacent primary piles
t 9 eontain unset concrete.
20 7. Place concrete by the h-emie method, in such a mamler that the concrete
21 displaces the drilling fluid or groundwater, progressing fiom the bottom
22 and rising unifonnly to the grotuld surface. Concrete placement shall
23 continue in one operation to the top of the pile hole. Throughout the
24 underwater concrete placement operation, the discharge end of the tube
25 shall renlain submerged in the conerete by at least 5 feet.
26 8. Casing shall be extracted while tl�e concrete within ren�ains sufficiently
27 worlcable to ensure that the concrete is not lifted. When the casing is
28 withcirawn as concretin� proceeds, a sufficient head of concrete shall be
29 maintained to prevent the enhy of groundwater or soil that inay cause
3o reduction of cross-section of the pile.
31 9. For those piles detenllined to be defective, the Contractor shall slibiilit
32 a remedial action plan to the Engineer for review. Only proven
33 methods and materials will be allowed for repau•.
34 F. Luler Plate Shaft Construction:
35 l. Longitud'u1�1 joints in adjacent rings shall be staggered and not u1
36 aligmnent nlore often than every second ring.
37 2. Grouting:
38 a. Every second liner plate in a ring shail be provided with 1.5-inch
39 or larger grouting holes (ocated near the centers.
CITY OF FORT WORTH TRV - Parts 6& 12 -\Vhite Settlement Bridge
STANDARD CONSTRUCT[ON SPECIF(CATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 201 I Ciry Project No. 00969
33 05 41-21
SfIAFT EXCAVATION AND SUPPORT
Page 21 of 24
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b. The holes in each ring shall be staggerecl resulting in a diamond
pattern for grout holes.
c. All space between the liner plate and the earth shall be filled with
grout forced in under presstue.
d. Enough water shall be used to produce, when well mixed, a grout
having the consistency c�f thick cream.
e. As the pumping through any hole is stopped, it sha11 be plugged to
prevent bacicflow of groLit.
f. The Contractor shall provide more speci�c baciciiil grout
requu•ements in the shaft design submittal.
g. Groutulg sha11 be performed in a sequence which will preclude
deflections exceeding 5 percent of the shaft diameter.
h. At minimuan; �routing shall be performed at the end of each day.
Shaft excavation shall not proceed more than 30 uzches below the
bottom of the last row of lnler plate before installation of another row
ofluler plate.
Use steel ribs, tie rods, stiffeizers, or other restrault as requued to
inaintain the Iiner plate ring in a trtile cu�cle without buckling until
backfill grouting operations are complete.
Ribs shall be blociced to the liner plate by hardwood wedging/blocicing
at two points per plate. Nail wedges to preclude looseniug.
6. �rect liner plates with tight, clean joints, (and gaskets where shown on
the Drawnlgs) and in a manner which will not deforin or overstress the
coinpleted rings. Flanges shall be clean and fiee fioul material that
could interfere with proper bearing.
7. Previously placed rulgs of liner plates shall be lnonitored daily for signs
of damage or distress. Where the Engineer or the Contractor observes
damage or distress, promptly repan- or replace such elements, as
appropriate, and at no additional cost to the Owner.
G. Shaft Bottom Stability and Groundwater Inflows:
31 1. The Contractor is responsible for preventing, controlling, or otherwise
32 handling groundwater inflows into the shaft excavations. All
33 groundwater inflows shall be collected and disposed of in accordance
34 with 33 OS 42 — Water Control for Shaft and Tumlel Construction.
35 2. The Contractor shall control groundwater inflows to prevent heaving,
36 boiling, piping, or other loosening of the subgrade that will
37 coinprolnise sl�aft integrity or provide unsuitable foundation for the
38 pipe and/or manholes.
39 H. Portal Stabilization:
CITY OF FORT WORTfi TRV - Parts 6& 12 - White Settlement E3ridge
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS Water �nd S�nitary Sewer Relocations
Revised July I, 2011 Ciry Project No. 00969
33 OS 41- 22
SIiAFT EXCAVATION AND SUPPORT
Page 22 of24
i
2
3 2. The Contractor shall stabilize the ground outside the shaft seais as
4 speeified in 33 OS 43 — Port�l Stabilization, to facilitate launching or
5 receivu�g of the tumleluig equipment fiom the shaits.
6 L Settlement Instrameiltation ancl Monitoring:
7
8
9 2. If excessive settlement or deflections of supports or nearby utilities or
to other improveil7ents occur that exceed those values predicted by the
I 1 Contractor's shoriug desi�uer aild the maximum allowable values
I2 speeified in 33 OS 44 — Settlement Monitoring, inodiiications to the
13 excavation and shoring appi-oach will be requued.
14
15
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17
18 J. Shaft Reuloval and Bacicfill:
For all shafts, prior to ulitiating penetration through the shaft wall,
securely vlstall tuni�el entry/exit seals.
l. Performance of excavation support system shall be monitored for both
horizoiital and vertical deflections.
a. Revised shop drawings and calculations siiall be submitted to the
Engineer.
b. Changes to excavation sequence and shoring shall be unplemented
as may be necessary at no addiiional cost to the Owner.
19 1. The Contractor shall reiilove shoring to at least a depth of 10 feet, and
2o as requn•ed to accommodate construction of coiulections and backfill
21 sequences, Lulless otherwise noted on the Drawings.
2z a. All shoriilg elements locateci in the upper 10 feet, ulcluding shaft
23 walls, wales, struts, lagging, and shores shall be removed fi•om the
24 excavation prior to restoration.
2s
2(
b
Shoring elements that reinain in place shall be identified on the
record drawings.
27
28
c
Removal of the support system sh�ll be performeci in a manner that
will not disturb or harm adjacent construction or facilities.
z9 d. Any voids created or encotuitered during the removal of the
30 stilpport systein shall be inul�ediately filled witl� grout as specified
31 in 33 OS 45 — Contact Grouting, or as approved in writing by the
32 Engineer.
33 e. The support system removed fionl the excavation shall remain the
34 property of the Contractor and shall be removed fiom the site.
35 2. The use of imported materials for shaft baciciilling shall be requu•ed as
36 shown on the Drawings. Where not shown on the Drawings, baelcfi(1 of
37 shafts shall be as Specified. Backfiil i7laterials shall be placed anci
38 coinpacted u1 accordance with the reqllu•ements of Section 33 OS 10
39 Utility Trench Eacavation, Embedment, and Backfiil.
CITY OF FORT WORTH TRV - Parts 6& 12 - White Scttlement [3ricfge
STANDARD CONSTRUCT[ON SPEC[FtCATION DOCUMENTS Water and S�nitap� Sewer Relocations
Revised July I, 201 I Ciry Project No. 00969
33 OS 41- 23
SFIAFT EXCAVATfON AND SUPPORT
P�ge 23 of 24
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3.5 CLEANUP AND I�ESTORATION
A. The Contractor shall remove all construction debris, spoil, slurry, oii, grease,
and other materials fiom the shaft, pipelule, and all surface work areas upon
coinpletion of construction of the pipeline.
B. Restoration shall follow construction as the Worlc progresses and shall be
completed as soon as reasonably possible.
1. Restore and repau any daiilage resltltuig fiom surface settlement c�used
by shaft excavation.
2. Any property damaged or destroyed, shall be restored to a condition
equal to or better than that to which it existed prior to construction.
3. Restoration shall be coinpleted no later than 30 days after tunneling is
complete, or earlier if requued as part of a pernlit or easemPilt
agreement.
4. This provision for restoration sha11 inchlde all property affected by the
construction operations.
3.6 RE-1NSTALLATION [NOT US�D]
3.7 SITC QUALITY CONTROL
A. Safety:
1. No gasoline powered equipinent shall be permitted in receiving
shafts/pits.
a. Diesel, electrical, hydraulic and air powered equipment are
acceptable, subject to applicable local, State, and Federal
regulations.
2. The Contractor shall be solely responsible for, and bear the sole burden
of cost for any and all damages resulting fi�om improper shoring or
failure to shore.
3. The safety of worlcers, the protection of acijaceilt structures, property
and utilities, and the installation of adequate supports for all
excavations shall be the sole responsibility of the Conh-actor.
4. The design, planning, llistallation, and removal of all shoring shall be
accomplished in such a manner as to nzaintain stability of the requu-ed
excavation and prevent movement of soil that may cause damage to
adjacent shoring systems, structures and utilities, damage or delay the
Worlc, or endanger life and health.
C[TY OF FORT \4�ORTH
STANDARD CONSTI2UCTfON SPEC[FICAT[ON DOCUMENTS
Revised July l, 2011
TRV - Parts 6& 12 - White Settlement aridge
\Water and Sanitary Se�ver Relocations
City Project No. 00969
33 OS 4I - 24
SHAFT EXCAVAT[ON AND SUPPORT
P�ge 24 of 24
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A11 inaterials and methods of construction sl�all meet the applicable
requu•ements of the Contract Documents. Particular attention is called
to Subpart P— Excavations and Subpart S— Underground Construction
ofthe Standards (29 CFR 1926/1920, pnblished as U.S. Department of
Labor Publication 207, revised October 1, 1979, and revised again
August 1, 1989.
Perform a11 Worlc in accordance with all current applicaUle regulations
and safety requu•ements of the Federal, State, and Local agencies.
Comply with all applicable provisions of OSHA 29 CFR Part 1926,
Subpart S, Undergrolind Construction and Subpart P, Excavations.
Iil the event of conflict, comply with the inore stri�igent requireinents.
12 3.8 SYSTGM STARTUP [NOT US�D]
t3 3.9 ADJUSTING [NOT US�D]
14 3.10 CL�ANING [NOT US�D]
15 3.11 CLOSEOUT ACTIVITI�S [NOT US�D]
16 3.12 PROT�CTION [NOT USCD]
17
►8
19
3.13 MAINTENANC� [NOT USED]
3.14 ATTACHMGNTS [NOT USGD]
CND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
20
CITY OF FORT WORTH T2V - Parts 6& 12 - White Settlement 6ridge
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS \��aler and S1nit�ry Sewer Relocations
Revised July I, 20t 1 City Project No. 00969
33 OS 42- I
WATER CONTROL FOR SIIAFT AND TUNNEL CONSTRUCTION
Page 1 of5
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S�CTION 33 OS 42
WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION
PART1- G�N�RAL
1.1 SUMMARY
A. This section covers worlc necessary to control grotuldwater, surface water,
runoff, and nuisance water that may be encountered within shafts and
t�ulnels, as requued for perforinance of the trez�chless Worlc.
B. Deviations from this City of Fort Worth Standard Speciiication
1. None
C. Related Specification Sections inciude, but are not necessarily limited to:
1. Division 0— Biddulg Requuements, Contract Forms, anci Conditions
of the Contract
2. Division 1— General Requueinents
3. 33 OS 20 — Auger Boring
4. 33 OS 27 — Open-Shield Pipejacking
5. 33 OS 28 — Pilot Tube Microhmneling
6. 33 OS 41 — Shaft Excavation and Support
1.2 PRICE AND PAYM�NT PROC�DUR�S
A. Measurement and Payment:
1. Measurement:
a. This itein is considered subsidiary to Steel Casing Pipe
installation.
2. Payment:
a. The work performed and materials furuished in accordance
with this item are considered subsidialy to the unit price bid
per linear foot of By Other than Open Cut and By Other than
Open Cut Under Bypass Channel installation of Steel Casing
to be coinpleted in place, and no other compensation will be
allowed.
1.3 REFERENCES
A. Reference Standards:
L Reference standards cited in this Specification refer to the current
reference standard published at the tiine of the latest revision date
logged at the end of this Specification, unless a date is specifically
c ited.
B. Reference Documents:
CITY OF FORT \VORTH TRV - Parts G& 12 -\��hite Setdement E3ridge
STANDARD CONST2UCTION SPECIF(CAT[ON DOCUMENTS Water and Sanitary Sewer 2elocations
Ciq� Project No. 00969
33 OS 42- 2
R�ATER CONTROL FOR SFfAFT AND TUNNEL CONSTRUCT[ON
Pagc 2 o f 5
1 1. Appendix GC-4.02: Subsurface and Physical Conditions
2 1.4 ADMINISTRATIV� R�QUIRCMENTS [NOT US�D]
3 1.5 SUBMITTALS
4 A. Submittals shall be ma�P in accordauce with Section O l 33 00.
5 B. All submittals shall be approved by the Engineer or the City prior to
6 delivery.
7
8
g
10 1.6
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29 1.7
30 1.8
31 1.9
32 1.10
33 l.11
34 1.12
C. Review and acceptance of the Contractor's submittais by the Engineer
shall not be constr�ied iil auy way as relieving the Contractor of its
responsibilities under this Contract.
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Shop Drawings:
1. Water Control Plan: No later than 30 days before installation of
water control systems, submit methods and equipment proposed to
be trtilized to prevent excessive groundwater fiom entering shafts
and tunnels, and to remove and dispose of the water that does enter.
2. Snbmit drawings inclicatuig location and configLiration of water
control facilities including, but not limitecl to, water cont�•ol barriers,
moizitoring wells, stunps, clischarge lines, storage taiilcs or basins,
and discharge pouits or disposal methods.
3. Silbmit detailed descriptions of water control schedule, operation,
maintenance, and abandonment procedLires.
4. Submit drawings and details of any requireci treatnzent facilities to
be used in treatin� water that collects within the shafts before it is
discharged.
5. Submit a copy of all applicable permits reqiin�ed for discharge of
collected water or documentation of proper offsite disposal plans.
Confirm that disposal plan is iu compliance with all permit
requu•ement
CLOS�OUT SUBMITTALS [NOT USCD]
MAINTENANC� MAT�RIAL SUBMITTALS [NOT US�D]
QUALITY ASSURANC� [NOT US�D]
DELIV�RY, STORAG�, AND HANDLING [NOT US�D]
FIELD [SI'TE] CONDITlONS (NOT USED]
WARRANTY [NOT US�D]
�5 PART 2 - PRODUCTS
36 2.1 OWN�R-I�'URNISHCD [OR] OWNCR-SUPPLIGD PRODUCTS (NOT
37 USED]
CITY OF FORT WORTH TRV - Parts (& t2 - White Settlemenl f3ridge
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Water and Sanitary Sewer Rclocations
City Project No. 00969
33 OS 42- 3
WATER CONTROL FOR SIiAFT AND TUNNEL CONSTRUCT[ON
Page 3 of 5
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MAT�RIALS
A. Design Criteria:
1. Desi�iz, furnish, llistall, operate, and maintani all machinery,
appliances, power, and equipment necessary to remove water from
tumlels and shafts during construction.
2. Dewater, treat, and dispose of water so as not to cause injury to
public or private property or to cause a nuisance or a menace to the
public and in accordanee with all applicable permit requireinents.
3. Have on hand at all times sufficient pumping equipment and
machinery u1 good worlcing condition for all ordina�y emergencies,
includin� power outages and flooding, and have available at all
times competent workers for the continuous and successfiil
operation of the water control and monitoring systems.
ACCESSORI�S [NOT US�D]
SOURCE QUALITY CONTROL [NOT USED)
2.2
2.3
2.4
B6 PART 3 - �X�CU'TION
17 3.1 INSTALL�RS [NOT USED]
18 3.2 EXAMINATION [NOT USED]
19 3.3 PREPARATION [NOT USED]
20 3.4 1NSTALLATION
21
22
23
24
25
26
27
28
29
30
31
A. General:
1. Provide continuous control of surface water nuioff and water in
shafts and tunnels during the couise of construction, includuig
weelcends and holidays, and during periods of worlc stoppages.
2. Take reasonable precautions necessaly to ensure successfiil
operation of water control systems.
3. Dispose of water under terms, requu-einents, and restrictions of
applicable permits.
4. Modify water conh�ol system after installation and whiie in operation
if it causes, or threatens to cause, damage to adjaceut property or to
existing buildings, structures, or utilities.
32 B. Surface Drainage:
33
34
35
36
37
1
2
Intercept and divert surface drainage away fi�om the Worlc by use of
dilces, curb walls, ditches, sumps, or other means, in accordance
with the approved plan.
Design stu-face drainage system so as not to cause erosion on or off
the site. Surface runoff shall be controlled to prevent entry of water
C[TY OF FORT WORTH TRV - Parts 6& 12 - White SetUement Bridge
STANDA2D CONSTRUCTION SPEC[FICATION DOCUNfENTS 14�ater and Sanit�ry Sewer Relocations
City Project No. 00969
33 OS 42- 4
WATER CONTROL FOR SFtAFT AND TUNNEL CONSTRUCTION
Page4 of5
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into excavations and shafts, water bodies, sanitary, or storm sewers,
u��l�ss written permission is provided by the facility owner allowing
discharge.
Water Control in Underground Works:
Use water control inethods that are appropriate for the groilnd
conditions described in the Geoteclniical Engineeri�lg Report, the
plaimed eonstruction operations, and requu•emeilts of these Contract
Doctunents.
2. If a large amount of substuface water drains into an excavation, talce
inunediate steps to control water inflow. Large amotuits of uiflow
requu-ulg inunediate control shail be defined as that which adversely
affects the Worlc and/or threatens damage to adjacent structures or
facilities.
3. Design and operate water control systeul to prevent reuloval of in
situ soils or loosening or softening of in situ soils surrotulding the
excavation.
17 4. Water shall be removed during periods when concrete is beiilg
18 placed, during tuiulelulg operatioizs, when pipe is being installed,
19 dl�ring shaft excavation, and at such other tinles as is necessary for
20 efficient and safe execution of the Work.
21 5. If a conerete tremie plug or worlc slab for shaft construction is
22 reqllu�ed, the phig shall not be subjected to L�nbalanceci hydrostatic
23 pressures until it has obtained compressive strength sufficient to
24 resist liplift presstu�e.
25 D
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Treatment aud Disposal of Water:
Obtain necessary permits from the authority haviilg jurisdiction to
use any sanitary sewers, storul seweis, draius, or waterways for
water disposal purposes.
2. Discharge water removed fi-om the site tlu•ough pipes, tanlcs, or by
truck and as req�ii�ed by the Contractor's discharge permit. Water
shall be discharged in a inamier that will uot cause soil erosion at
discharge point.
3. Treat water collected in sha$s as requu-ed by reglilatory agencies
prior to discharge.
System Removal:
E
Facilities shall be removed and abandoned at the completion of the
Work iu conformance with regulatory requu-ements and Contractor's
permit.
39 3.5 CLCANUP AND R�STORATION
40 3.6 R�-INSTALLATION [NOT US�D]
CIT1' OF FORT WORTFI
STANDARD CONSTRUCTION SPECfF[CATION DOCUMENTS
TRV - Pnrts 6& 12 - White SetUement Dridge
Water and Sanitaiy Sewer Relocations
City Project No. 00969
33 OS 42- 5
I��ATER CONTROL FOR SIIAFT AND TUNNEL CONSTRUCTtON
Page 5 of 5
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SIT� QUALITY CONTROL [NOT JSrD]
SYST�M � � ARTUP (NOT US�D]
ADJUSTING [NOT USED]
CL�ANING [NOT US�D]
CLOSEOUT [NOT US�D]
PROTECTION [NOT JSED]
MAINTENANCC [NOT US�D�
ATTACHM�NTS [�TGT USED]
LAST PAGE OF THIS SECTION
3.7
3.8
3.9
3.10
3.11
3.12
3.13
3.14
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CtTY OF FORT R�02TH
STANDARD CONSTRUCT[ON SPEC[E[CATION DOCUMENTS
T2V - Parts 6& 12 -\��hite Settlement C3ridge
\Vater and Sanitaq� Se�ver Relocations
City Project No. 00969
33 OS 43- i
PORTAL STA[3lUZAT(ON
Page I of 7
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SECTION 33 05 43
PORTAL STABILIZATION
p�RTl GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requu-ements for portal stabilization measures to be talcen at shaft
locations to prevent soil/rocic inflows, and to control groundwater
inflows during launching and retrieving of the huzneling equipment.
2. The Contractor inay provide portal stabilization using grouting
inethods, guillotine wall (double-wall) methods, methods vltegral to
the shaft construction, or other methods proposed by the Contractor,
subject to Engineer's written approval.
3. The Worlc includes all operations necessaiy to provide portal
stabilization that ineets the requirements herein. This inclucles any
secondary nzeasures (such as additionai contact groiiting) or work
requued if initial stabilization methods are not successfiil.
B. Deviations fiom this City of Fort Worth Standard Specification
1. None.
C. Related Work Specified Elsewhere:
1. Division 0— Bidding Requu�ements, Contract Forms, and Conditions
of the Contract
2. Division 1— Generai Requu•ements
3. 33 OS 20 — Auger Boring
4. 33 OS 27 — Open-Shield Pipejacicing
5. 33 OS 28 — Pilot Tube Microturuleling
6. 33 OS 41— Shaft Excavation and Support
7. 33 OS 45 — Contact Grouting
1.2 PRICE AND PAYMCNT PROCEDURES
A. Measurenlent and Payment:
1. Measurement:
a. This Item is considered subsidiary to Steel Casing Pipe
instailation.
2. Payment:
a. The worlc performed and materials fiunished in accord�nce
with this Item are considered subsidiary to the ulzit price bid
C(TY OF FORT \��ORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
TR\/ - Parts 6 S 12 -\��hite Settletne�it E3ridge
Water and Sanitary Sewer Relocations
City Project No. 00969
33 OS 43- 2
PORTAL STAQ[LtZATION
Page 2 ot�7
1 per iinit luiear foot of By Other than Open Cut and By Other
2 than Open Cut Under Bypass Chaiulel installation of Steel
3 Casing to be coulpleted in place and no other compensation
4 will be �Il�wed.
1.3 REI�'ERCNCES
A. De�nitions:
7 1. Portal Stabilization: Wl�ere tlie new h•enchless pipelines enter or exit
8 a shaft excavation, the Contractor shall stabilize the portal to prevent
9, soiUrocic or grounclwater inflows into the shaft that nlay leacl to
10 setiieinent around the shaft or floodulg of the excavation. Portal
11 stabilization may be accomplished using applicable ground
12 improvement, double sheeting methods conzbuied with contact
13 grouting (guillotine lnethod), or may be integral to the shaft
14 constrllction method (as for auger-drilled shafts aucl secant pile
15 shafts).
16
17
18
19
20
21
22
23
24
25
26
2. Guillotine (Double-Wall) Stabilization Method: To provide stable
ground and groundwater control at shaft penetrations, a set of steel
sheetpiles or plates is installed just outsicle the primary shoring
system in fi•ont of the portal locations. Contaet grout is then injected
between tl�e primary shoring system and guillotine shoring to
confn-in that the soil between is stable and will prevent grotuidwater
flow. A hole is then cut in the primary shoring, exposing the
stabilized ground and allowing for the insertion of the tun�neling
equipment inro the shaft seal and tlu•ough the primary shoring. Onee
the ttuuleling shield and shaft seal are mated, the gliillotine shoring
can be lifted out of'the t�uu�el path and removed.
27 3. Ground Improvement: A prism of stabilized soil is created just
28 outside the shoring system using grouting methods appropriate for
29 the grotuld conditions. The inlproved blocl< stabilizes the soil and
30 lowers the permeability of the soil sLif�ciently to control
31 groundwater inflows. It is important that the stabilized prism is cast
32 iightly against the existing shoring, extending we11 beyond the portal
33 to be cut ii1 the shoring, so that grouildwater camlot flow along the
34 shoring and enter the portal. Any grout/soil-ceinent strength must
35 also be carefiilly controlled to allow the tululeling ec�uipment to
36 ef�ciently excavate it.
37 B. Reference Documents:
:
39 1.4
.�
Appendix GC-4.02: Snbsurface �nd Physical Conditions
SUBMITTALS
A. Slibmittals shall be macle in accordance with Sectiou O1 33 00.
CITY OF FORT WORTIi TRV - Parts ( S 12 - White Settlement E3ridge
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS l��ater and Sanitary Sewer Relocations
City Projcct No. 00969
33 OS 43- 3
PORTAL STA[31L17.ATION
Page 3 of 7
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B. All subiilittals sl�all be approved by the Engineer or the City prior to
delivery.
C. Review and acceptance of the Contractor's subinittals by the Engineer
shall not be construed in any way as relieving the Contractor of its
responsibilities under this Contract.
ACTION SUBMITTALS/INI�'ORMATIONAL SUBMITTALS
A. Portal Stabilization:
1. Provide a description of the methods to be used for each portal
stabilization technique proposed. Provide shop drawings showing
the details ai�d diinensions of e�ch stabilization system and full
narrative describing the procedures.
2. Provide a list of which portal stabilization method will be used at
each shaft location.
3. Provide a description of the secondary or remeclial nlethods that wili
be employed if the initial stabilization efforts fail to achieve the
requued stabilization as described in Paragraph 3.4 A 3 c
4. Provide mix designs for any concrete or grout proposed as a part of
the portal stabilization worlc.
CLOSEOUT SUBMITTALS [NOT USED]
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
QUALITY ASSURANC� [NOT US�D]
D�LIV�RY, STORAG�, AND HANDLING [NOT USED]
I�'IELD [SITE] CONDITIONS [NOT USED]
WARRANTY [NOT USED]
1.5
1.6
1.7
1.8
1.9
1.10
1.11
�5 PART 2 — PRODUCTS
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36
2.1 OWNER-FURNISHED [OR] OWNER SUPPLIED PRODUCTS [NOT
US�D]
2.2 MATERIALS
A. Design Criteria:
l. The Contractor shatl provide portal stabilization to prevent soiUrocic
inflows and to control groundwater inflows during launch and
retrieval of the tunneling equipnlent for all shaft locations.
2. Portal stabilization methods shall ensure that no soiUrock and no
iilore than 5 gpm of water enters the shaft when creating portals for
the (aunch or retrieval of the tumlel'ulg equipment, as described in
Paragraph 3.4 A 3 c.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICAT[ON DOCUMENTS
TT2V - Parts 6& 12 -\��hite Seltlement f3ridgc
\��ater and Sanitary Sewer 2clocations
City Project No. 00969
33 OS 43- 4
PORTAL STAE3[L[ZATION
Page 4 o f 7
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3. The Contractor may accomplish portal stabilization by the use of
grouiid 'uilprovement, the �uillotine wall (double-wall) methocl,
methods integral to the shoriug system (stilch as for anger-drilled
shafts and secant piles) or by other Contractor suggested methods,
subject to the requi�einents of these Specifications and the
Engineer's written approval. Multiple options for achieving portal
stabilization, includulg considerations of Contractor-suggestecl
methods, are preseilted to allow flexibility for Contractor preference.
Not all methods listed are appropriate for all ground conditions. It is
the sole responsibility of the Contraetor to choose portal
stabilization methods that are appropriate for the ground conditions
at each sha$.
4. Grout:
a
L
The minimum 24-ho�tr com�,�essive strength shall be at least
10 psi.
The maximiim 28-clay coinpressive strength of any grout usecl
or soil-cement created shall not exceed 150 psi.
1� c. Additionally, the cured grout or soil-cement shall be of a
19 strength that can be efficiently exc�vated by the tumieling
20 equipment withoiit damage to the equipment.
21 5. Guillotine Wall (Dolible-Wa11) Method:
22 a. The guillotine wall shall extencl not less tl�an three (3) feet
23 beyond the maximtun portal dimensions to be openecl in the
24 primary shoring system, in all dll•ections.
25 b. The contractor shall inject contact grout betweeu the primary
26 shoring systein and the guillotine wall, as necessary, to
27 stabilize the soil between and to seal any voids that will allow
28 groundwater flow into the shaft, before opening tunliel portals.
29
6. Ground Improvement Method:
30 a. Choose gronnd ullprovement methods that will achieve the
31 stability specified herein, in the ground conditions clescribed in
32 the Geoteclulical Engineering Report, for each shaft location.
33 b. The prism of improved ground shall extend not less than three
34 (3) feet beyond the maxuilum portal dimensions to be opened
35 in the primary shoring system in all directions.
36 2.3 ACC�SSORIES [NOT USED]
37 2.4 SOURC� QUALITY CONTROL [NOT US�D]
�8 PART 3 �X�CUTION
CITY OF FORT WORTI t TRV - Parts G& 12 - 14�hite Settlement Qridge
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCU�tENTS Water and S�nit<iry Se�ver Relocatious
City Project No. 00969
1 31 INSTALLERS [NOT USED]
2 3.2 EXAMINATION [NOT USED]
3 3.3 PRL�'ARATION [NGT US�D)
4 3.4 INSTALLATION
5 A. General:
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33 OS 43- 5
PORTAL STABILIZAT[ON
Page 5 of 7
Guillotine Wall Metl�ods:
a. The Contractor shall visually verify the location of all utilities
that may cross, or are within 5 feet adjacent to the location of
guillotine shoring before commencing installation.
b. Pre-drilling of the soils may be necessary to ulstall guillotine
shoring to the requn�ed depths.
c. Guillotine shoring shall be completely removed aftei• the
tunnel'ulg equipinent has been seated in the shaft seal.
Ground Improvement Methods:
a. Prisms of improved ground sha11 be uistalled in full eontact
with the shoring to prevent uncontrolled groundwater flow
along the shoring face and into the portals.
b. If ground improveinent cannot be performed tight against the
shoring face, suppleinental contact g►-outing shall be used to
achieve control of groundwater inflows.
Verification of Stability:
a. The Contractor shall stabilize the soils at a11 tunnel portal
locations to prevent the inflow of weak, rumling, or flowing
soils or rocic and to control groundwater inflows.
b. The Contraetor shall confirin that the ground has been
stabilized to the extent that ground will remain stable without
inovement of soiUrocic or water while the entry/eXit location
shoring is reinoved and while the tunneling equipment is being
launched or received into a shaft or during jacicing operations.
c. The progressive steps identified below shall be used to
confi�m suitable stabilization l�as been achieved for all shaft
types and entry/exit locations:
1.) After the Contractor believes he has stabilized the
ground sufficiently outside a given shaft seal, the
Contractor shall deinonstrate the stability of the ground
by ciitting a 3-inch diameter hole in the shoring wall
near the center of the bore.
CITY OF FORT WORTEi
STANDARD CONSTRUCTION SPECIFICATION DOCU�4ENTS
TRV - Parts 6 R 12 - Whi[e SetUement Bridge
Water and Sanitary Sewer Relocations
City Project No. 00969
33 OS 43- 6
PORTAL STA[3ILIZATION
Page C of 7
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27 3.5
28 3.6
29 3.7
30 3.8
31 39
32 3.10
33 3.11
34 3.12
35 3.13
36 3.14
37
38
2.)
3.)
4.)
a) If tio soiUrocic and less than 5 gpm of water enters
the shaft, the Contractor may progress to the next
demonstration step.
b) If so?Urocic or more than 5 gpul of water enter into
the shaft, the Contractor shall seal the
denlonstration hole and fiirther stabilize the
ground before repeating the deinonstration step.
After successfiil completion of the fust demonstration
step, the Contr�ctor shall demonstrate the stability of the
ground by cuttulg a 12-inch diameter hole in the shoring
wall at the location of previous demoustratiou hole.
a) If no soiUrocic and less than 5 gpin of water enters
the shaft, the Contractor may progress to the next
demonstration step.
b) If soil/rocic or more than 5 gpin of water enters the
shaft, the Contractor shall seal the demonstration
hole and fiirther stabilize the ground before
repeating the den�onstration step.
After successfitl completion of the fust two
demonstrations steps, and if the Contractor believes the
portal stabilization worlc is sLifficient, the Contraetor
may proceed with remainder of the shaft wall
peuetration procedures.
Successfiil conlpletion of shaft wall penetrations and
related activities necessary to deulousn•ate such shall be
at the Contractor's sole expense.
CL�ANUP AND R�STORATION [NOT USED]
RG-INSTALLATION [NOT US�D]
SITE QUALITY CONTROL [NOT US�D]
SYSTLM STARTUP [NOT USED]
ADJUSTING [NOT USED]
CLCANING [NOT US�D]
CLOS�OUT [NOT USED]
PRO'TECTION [NOT USCD]
MAINTENANCE [NOT US�D]
ATTACHM�NTS [NOT USED]
C[TY OF FORT VJORTH TRV - Parts 6& 12 - Whitc Settlement [3ridge
STANDA2D CONSTRUCTION SPEC[FICAT[ON DOCUMENTS Water �nd Sanitary Sewer Relocations
Ciry Project No. 00969
33 OS 43- 7
PORTAL STAB[LIZATfON
Page 7 of 7
1
LAST PAGE OF THiS SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT \�ORTH
STANDARD CONSTI2UCT[ON SPECIF[CATION DOCUMENTS
TRV - Parts 6& 12 - White SetUement Bridge
4Vater and Sanitary Sewer 2elocations
City Project No. 009(9
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33 OS 45- 1
CONTACT GROUTING
Page I of9
SECTION 33 OS 45
CONTACT GROUTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Miniiizuin requirements for contact grouting of all voids caused or
encountered during casing installation, the annular space outside the
jacicing pipe after trenchless installations are coinplete, around shafts
as necessary to prevent surface settiement, as necessary to complete
portal stabilization worlc, and for abandoiunent grouting of boreholes
for subsurface inonitoring points after trenchless construction is
complete.
B. Deviations fi•ou1 this City of Fort Worth Standard Specification
1. None
C. Related Speci�cation Sections include, b�it are not necessarily limited ta:
1. Division 0— Bidding Requu�ements, Contract Forins, and Conditions
of the Contract
2. Division 1— General Requn-einents
3. 33 OS 20 — Auger Boring
4. 33 OS 22 — Steel Casing Pipe
5. 33 OS 27 — Open-Shield Pipejacking
6. 33 OS 28 — Pilot Tube Microtunneliizg
7. 33 OS 41 — Shaft Excavation and Support
8. 33 OS 43 — Portal Stabiiization
9. 33 OS 44 — Settlement Monitoring
1.2 PRICE AND PAYMENT PROCEDURES
A. Measureinent and Payment:
1. Measurelnent:
� a. This itein is considered subsidiary to Steel Casing Pipe installation.
2. Payment:
a. The work perfornled and materials fiirnished in accordance with
this ite�n are considered subsidiary to the unit price bid per linear
foot of By Other than Open Cut and By Other than Qpen Cut
Under Bypass Chamiel installation of Steel Casing to be coinpleted
in place, and no other compensation wi(1 be allowed.
CLTY OF FORT WORTH WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
TItV - Parts 6� 12 -�4�hite Settlement E3ridge
Water and Sanita�y Sewer Relocations
Ciq� Project No. 00969
33 OS 45- 2
CONTACT GROUT[NG
Page 2 of 9
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f►a
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8
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12
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28 1.4
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33
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35
12�F�R�ivCES
A. Ref'erence Standards:
l. Reference standards cited in this Specification refer to the current
reference standard published at the tuile 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 3 i Standard Practice for Malcing and Curing Concrete Test
Speciinens in the Field
b. C 39 Standard Test Method for Compressive Strength of
Cylindrical Concrete Specimens
c. C 94 Staildard Specification for Ready-Mixed Concrete
d. C 109 Standard Test Method for Compressive Strength of
Hydraulic Ceinent Mortals (Using 2-inch Cube Specimens)
e. C 144 Standard Specification for Aggregate for Masoru�y Mortar
f. C 150 Standard Specification for PorYland Cement
g. C 937 Stanclard Speciiicatiou for Grout Fluidi�er for Preplaced-
Aggregate Concrete
B. Reference Documents:
l. "Geotechnical Engineering Report — Water and Sanitary Sewer
Relocations for the Trulity River Vision Phase 2A Improveulents —
Part 6— White Settlement Bridge Phase P', Fort Worth, Texas,
Gorrondona & Associates, October 2012.
2. "Geotechnieal Engineering Report — W�iter and Sanitary Sewer
Relocations for the Trulity River Vision Phase 2A Iinprovenlents —
Part 12 — White Settlement Bridge Phase iP', Fort Worth, Texas,
Gorrondona & Assoeiates, October, 2012.
ADMINISTRATIV� REQUIREMENTS
A. All grouting operations are to be perfornled in the presence of the Engineer.
B. Notify the Engineer at least 24 hotu�s in advance of starting contact gro�iting
operations
SUBMITTALS
A. Submittals shall be made in aecordance with Section O1 33 00.
B. All submittals shall be approved by the Engineer or the City prior to
delivery.
1.5
CITY OF FORT WORTH WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
TRV - Parts (& 12 - White SetUement Qridge
Water and Sanitap� Sewer Relocations
City Project No. 00969
1
2
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33 OS 45- 3
CONTACT GROUTING
Page 3 of 9
C. Rev�ew and acceptance of the Contractor's subulittais by the Engineer shall
not be construed in any way as relieving the Contractor of its
responsibilities under this Contract.
ACTION SUBMIT i ALS/INFORMATIONAL SUBMITTALS
A. Wor1< Plan ancl Methods:
1. Submit a work plan for each type of contact grouting requued,
including:
a. Contact grouting methods and details of eqiiipment
b. Grouting procedures and sequences
c. Injection pressures
d. Monitoring and recording equipment
e. Pressure gauge calibration data
f. Methods of controlling grout pressure
g. Provisions to protect pipe lining or shaft supports.
2. Submit details of grout mix proportions, including:
a. Laboratory test data verifying the strength of the proposed �•out
miY
b. Admixtures, including manufacturer's literattue
c. MSDS sheets
B. Reports and Records:
1. Maintain and submit daily logs of grouting operations, including:
a. Groutiizg locations, pressures, vohiines, grout mix pulnped, time of
pumping, and airy problems or umisual observations on logs.
C. Grout Strength Tests:
1. Submit test results for 24-hotu and 28-day compressive strength tests
for the cyiinder molds or �•out cubes obtained during grouting
operations.
CLOSEOUT SUBMITTALS [NOT US�D]
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
QUALITY ASSURANCE
A. Grout Strength Tests:
1. Prepare samples for 24-hour and 28-day compressive sh�ength tests
according to ASTM C31 for cylinders or ASTM C 109 for cubes.
2. Test samples according to ASTM C39 or C 109 as applicable.
1.6
1.7
1.8
1.9
CITY OF FORT WORTH R�ORTH
STANDA2D CONST2UCTION SPECIFICATtON DOCUMENTS
TRV - Parts 6� 12 - White Settlement aridge
\��ater and Sanitary Sewer 2eloc�i[ions
City Project No. 00969
33 OS 45- 4
CONTACT GftOUTING
Page4 of9
1 3. Grout for the cylllldeis or cubes shall be talcen froul the ��ozzle of the
2 grout injection line.
3
4
5
6 1.10
7 1.11
8 1.12
4. Collect at least one set of four (4) samples for each 500 cubic feet of
grout uijeeted but not less than one set for each grouting shift, unless
d'n�ected in writing otherwise by the Engineer.
D�LIVI�RY, STORAG�, AND HANDLING [NOT USED]
FICLD [SIT�] CONDITIONS (NOT US�D]
wA�?R.ANTY [NOT USED]
9 PART 2 - PRODUCTS
10 2.1 OWNER-I'URNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT
11 US�D)
12 2.2 MATERIALS
13 A. Materials:
14
15
16
17
2
Ceillent: Celnent sha11 be Type II or Type V Portland cement
conformulg to ASTM C 150.
Bentonite: Bentonite shall be a commercially processed powdered
bentonite, Wyouling type, such as Iinacco-gel, Blacic Hills, or eqllal.
18 3. Fhiidifier: Fluidifiers sha11 hold the solid constituents of the grout in
19 colloidal sllspension, be compatible with the cement and water used in
20 the groliting worlc, and conzply with the requireluents of ASTM C
21 937.
22 4. AdmixtLues: Other admixtures may be used subject to the written
23 approval of the Engineer to uilprove the punipability, to control set
24 tiiile, to l�old sancl in suspension, and to prevent segregation and
25 bleeding.
26 B. Equipinent:
27 l. Equipment for mixing and uljecting grout shali be adequate to
28 satisfactorily mix and agitate the �rout and force it into the grout
29 ports, in a continuous flow at the desi�•ed pressure. Ptul7ps shall be
30 capable of contuluously developing a sustained pressure of 15 psi in
31 excess of existing grounciwater pressiires at the grout port coiuiection.
32 2. Two presstue gauges shall be provided, one at the �rout pump and
33 one at the collar of each port being grouted. The accLiracy of the
34 gauges shall be periodically checiced with an accurately calibrated
35 pressllre gauge. A nlinimuin of two spare pressure gauges shall be
36 available on site at all tiines.
C[TY OF F02T WORTfi WORTH TRV - Parts 6& 12 - While Settlement Bridge
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations
City Project No. 009(9
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33 os as- s
CONTACT GROUT[NG
Page 5 of 9
3. The grouting equipinent sh?1_1 be provided with a meter to determine
the volume of grout injecteci. The ineter shall be calibrated in cubic
feet to the nearest one-tenth of a cubic foot.
4. The grouting equipment sl�all be maultained in satisfactory operating
condition tlu�oughout the course of the worlc to ensure continuous and
efficient performance diuing �►•outing operations.
5. Suitable stop valves shall be provided at the collar of each port for use
iu maintaining pressure as requi�ed until the grout has set.
6. Grout hoses shall have an inside diameter not less than 1-1/2 inches
and shall be capable of withstanding the inaximum water and grout
presstu�es to be used.
Design Criteria:
1. Contact grout shall be used to fill any voids catzsed or encountered
outside the casing pipe, to fill the aiu�ular space created by the shield
overcut during trenchless construction, to fill any voids caused or
encountered outside of shafts, as necessary for portal stabilization,
and for abandomnent of subsurface monitoring point boreholes.
2. Grout Mixes:
a. Develop one or inore grout nuxes designed to completely fill the
voids otiitside the casing or shafts and to provide acceptable
strength to prevent settlement.
b. Grout used outside shaft excavations shall be of a strength that
allows for efficient excavation by the tumleling equipment.
c. Determine 24-hour and 28-day streizgth of each grout mix in
accordance with ASTM C39 or C109.
d. All grout mix proportions shall be subject to review and
acceptance by the Engineer.
3. Grol►t Composition:
a. Grout shall consist of Portland cement, bentonite, fluidifier as
necessary, and water in the proportions specified herein or as
approved by the Engineer.
b. Sand may be added to the grout nux in instances of veiy lugh grout
talces, as approved in writing by the Engineer. The addition of
saild inay requu�e additional water or fluidifier to be added to the
grout mix.
4. Compressive Strength:
a. The ininimum compressive strength at 24 hours shall be at least 10
psi.
b. The muliulum compressive strength at 28 days shall be 50 psi.
CfTY OF FORT WORTN WORTt 1 TRV - Parts 6 cC 12 -�4�hite Settlement Bridge
STANDARD CONSTRUCT(ON SPECIFICATION DOCUMENTS Water and Sanitary Se�ver Relocations
City Project No. 00969
33 OS 45- 6
CONTACT GROUT[NG
Page (i oP9
1
2
3
4
c. The grouting contractor shall coorciinate with the trenchless
subcontractor to enslire that the grout strength can be efficiPntly
excavated by the ttuulelillg equipiilent without dainaging the
equipment or causing excessive wear ofcutting tools.
5 PART 3 - EX�CUTION
6 3.1 INSTALLERS [NOT US�D]
7 3.2 EXAMINATION [NOT US�D]
8 3.3 PREPARATION
9 A. Groutulg shall not begin until the foliowing have been completed
10 1. All reqnu-ed submittals have been made and the city and/or Engineer
11 has reviewed and accepted all submittals.
12 3.4 �XECUTION
13 A. General:
14 1. The Contractor shall use contact groilting to �ll airy voids caused or
15 encountered during shaft construction that could lead to shaft
16 movemeilts diiring trenchless operations, or th�t could lead to
17 settlenleiit and damage of uistalled pipe, surface features, or
18 subsLlrface utilities.
19 2. The Contractor shall use contact grollting to conlpletely fill the void
20 space outside the jacicing pipe cansed by the trenchless operations
21 (uicluding overctlt), and any voicis caused or encountered during the
22 trenchless construction.
23
24
25
26
27
28
29
3. The Contractor sh�ll use contact grouting as necessary to coillpete
portal stabilization work in accordance with this Speciiication and 33
OS 43 — Portal Stabilization.
4. The Coiltractor shall use cont�ct groLiting to fill and abandoiz
boreholes for subsurface monitoring points as noted in 33 OS 44 —
Settlemeut Monitoring.
5. Spills:
30 a. The Contractor shall take care to prevent the spill or escape of
31 grout to the ground surface, into any water body, or into any
32 sanitary or storin sewer.
33 b. The Contractor shall closely monitor grouting operations to detect
34 any spills or escape of grout to the surface or into any w�ter body,
35 s�nitary sewer, or storm sewer.
36 c. Any such spill shall be immediately contaiiied and cleaned up by
37 the Contractor at no additional cost.
C[TY OF FORT WORTH WORTI�{ TRV - Parts G& 12 - 4Vhite SetHement Bridge
STANDARD CONSTRUCTION SPECIF(CAT[ON DOCUMENTS Water and Sanitary Sewer Relocations
Ciry Project No. 00969
1
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33 OS 45- 7
CONTACT GROUT[NG
Page 7 of 9
6. During grouting worlc, provide for adequate disposal of all waste and
wastewater. Remove and properly dispose of all waste gr�ut resulting
fi-ou1 grouting operations. The contents of grout lines shall not be
dischalged into the pipe, sanitary sewers, storul drains, or water
bodies.
B. Mixing and Injectioil of Grout:
1. A11 materials sha11 be free of lunzps when put into the mixer and the
grout mix shall be continuously agitated.
2. Grout shall flow unimpeded and shall completely fill all voids.
3. Grout not uzjected within 90 ininutes of ini�cing shail be wasted.
4. The grouting process shall be operated and controlled so that the grout
is delivered uniformly and steadily.
5. Recirculate grout nwces when any new inix is batched or after adding
water, fluidifier, or sand to uux. Recu-culate mix %r at least 2
minutes prior to pumpin� grout into grout port.
6. In generai, grouting will be considered coinpleted when less than one
cubic foot of grout of the accepted mix and consistency can be
puinped in 5 minutes under the specified maximum pressure.
21
22
23
24
25
26
27
28
29 C
30
31
32
33
34
35
36
7. After the grouting is finished, the valve shall be closed before the
grout header is renloved, and remain closed until grout has set.
8. For any port ahead of the grouting operation, with a valve attached,
and the valve in the open position; the cui-��ent port sha11 be considered
grouted if grout issues forth, fiom the subsequent port, with the same
color and consistency, and at the same rate as that being puinped.
9. Replace grout plugs in pipe at the completion of grouting.
10. The maximum sustained groutuig pressure shail be 15 psi in excess of
existing groundwater pressures at the grout port collar eoimection,
unless otherwise approved in writing by the �ngineer.
Contact Grouting of Shafts:
1. Commence contact grouting of shafts a$er completion of each shaft,
and before trenchless coilstruction begins.
2. Inject grout through vertical or inclined holes drilled fi-om the ground
surface to intersect the lalown or suspected void. Alternatively, drill
grout hoies horizontally tlu•ough shaft support elemeizts into the soil to
intersect the lcnown or suspected void. Holes shall be sufficiently
close to ensure al1 voids are coinpletely filled.
37 3. Install checic valve and grout nipple ii1 each hole drilled.
38 4. Inject grout through each grout nipple until completion, as defined ui
39 Paragraphs 3.4 B 6 tlu-ough 10.
CITY OF FORT \NORTIi WORTH TRV - Parts G& 12 - White SetUement Bridge
STANDARD CONSTRUCTION SPEC[F(CAT[ON DOCU�4ENTS \��ater and Sanitary Sewer Relocations
City Project No. 009(9
33 OS 45- 8
CONTACT GROUTING
P�ige 8 of9
1 5. Enguleer may du�ect Contractor to drill ancl grout additional ho�es if
2 tl�ie grouting operation has not, in the judgment of the Engineer,
3 achieved satisfactory filling of lcnown or suspected voids.
4 D. Contact Grouting Outside of Steel Casing:
5
6
7
8
9
10
11
12
Conunence eontact grouting outside of the casing pipe within 48
hours following the completion of each drive.
j►1
Grout ports shall be provided in casing pipes at ultervals not greater
than 10 fe�t.
3. Contact grout ports shail be installed by the pipe manufactm�er in the
pipe before pipe is jaciced into place. Drilling grout ports tlu-ough
pipe shall not be pernlitted.
4. Gront ports shall be tlu-eaded to �ccept valve fittings and phigs.
13 5. An attempt sha11 be made to hoolc-up and puinp grollt at every port or
14 coupling unless approval is granted by the Engineer in writing to omit
15 groutulg of selected ports.
16 6. Before attempting to grout a port the Contractor shall insert a long rod
17 tluoiigh the port to clean the area outside the grout port of loose soil
18 and to provide a path for grout to travel.
19
20
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27
28
29
30
31
32
33
34
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36
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38
39
7. Inject grout tlu�ough the grout comlections in such a maiuler as to
completely fill all voids outside the pipe resulting fi-om, or
encountered during, trenchless operations.
8. Grout pressure shall be conh•olled to avoid danlagiilg the pipe aud to
avoid nloveu�ent of the surroundulg ground or nnprovenleuts.
9. Grouting sh�ll generally progress sequentially in a constant
upgradient direction fi�om one grolit port to the next grout port in the
sequence indicated in the approved submittals.
10. At all times d�iring the ��outiug operations, sufficient contact �rout
ports ahead of the port to be grollted shall be cleanecl and ready for
grol�tui�. Valves or other suitable devices shall be attached and
placed in the fillly opeiz position on �Il ungroLited poi-ts within the
maximtuil �rout conununic�tion distanee, as cletermined by Yhe
Contractor aild accepted by the Engineer.
11. For any port ahead of the grouting operation, with a valve attached,
�ind the valve iu the open position, such poii shall be considered
grouted if grout issues forth of the saine consisteney and color, ai�d at
the same rate as that being pumped.
12
13
Replace grout plugs in pipe at the completion of grouting.
Pipe grout fittings shall be sealed with screw type plugs upon
completion of grouting.
40 E. Contact Grouting of Subsurface Settlement Point Boreholes:
C[TY OF F02T WORTH WORTH TRV - Parts 6 S t2 - White Settlement E3ridge
STANDARD CONSTRUCTION SPECfFICATION DOCUMENTS Water and Sanitary Sewer Relocations
City Project No. 009(9
1
2
3
4
5
6
7
8
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10
11
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14
15
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f►.L►J,
3.5
3.6
3.7
3.8
3.9
3.10
3.11
3.12
3.13
3.14
33 OS 45- 9
CONTACT GROUTING
Page 9 of 9
?. After a11 settiement monitoring iileasurenlents have been completed,
monitoring point borehole casings shall be grouted.
2. Inject grout into each casing until filled.
3. Grout may be injected by gravity flow, th.•�ugh a tremie pipe, or by
attaching � valve and nipple at the casing collar.
CLEANUP AND RESTORATION
A. Cleanup:
1. After completion of contact grouting, all related construction debris,
grout, oil, grease, and ali otl�er materials shall be removed fiom the
jacicing pipe, jacking and receiving shafts, and all Contractor worlc
areas.
R�-INSTALLATION [NOT USED]
SIT� QUALITY CONTROL [NOT USED]
SYSTEM STARTUP [NOT USED]
ADJUSTING [NOT USED]
CLEANING [NOT USED]
CLOS�OUT [NOT US�D]
PROTECTION [NOT US�D]
MAINTENANCE [NOT US�D]
ATTACHMENTS [NOT US�D]
LAST PAGE OF THIS SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH N�OR'CH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
TRV - Parts 6& 12 - White Settlement I3ridge
Water and S�nitary Sewer Relocations
City Project No. 00969
APPENDiX
GG4.01 Availability of Lands
GG4.02 Subsurface and Physical Conditions
GC-4.06 Hazardous Environmental Condition at Site
GG5.04D Fort Worth and Western Railroad Right of Entry and Insurance Requirements
GC-6.06.D Minority Business Enterprise Compliance
GC-6.07 Wage Rates
GG16.08 Trinity River Vision — Vendor Participarion Form
GR-01 60 00 Product Requirements
Cl'I'Y OP �02T WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised Juty I, 201 I
TRV — Parts 6 R 12 — White Settlement Brid�e
Water and Sanitary Sewer Relocations
City Project No. 00969
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIOIoTALLY BLANK
CIT1 OI' FORT WORTH TRV — Parts (& 12 — White Settlement Bridge
STANDARD CONSTRUCT[ON SPLCIP[CATION DOCUt�4ENTS Water and Slnitaiy Sewer Relocations
Revised Iuly l, 20l l City Project No. 00969
TRV MAIN STREET BRIDGE WATER
AND SANITARY SEWER RELOCATIONS
PARCEL Nu. 1
PERMANENT WATER LINE EASEMENT
CITY PROJECT No. 00969
FELIX G. n�iULLIKEN SURVEY, ABSTRACT N4. 1045
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
EXHIBIT "A"
PART 1
Being a permanent water line easement situated in the Felix G. Mulliken Survey, Abstract No.
1045, City of rort Woi�tl�, Tarrant County, Texas, and being a poi�tion of a tracf of land deeded to
the Tarrant Regional Water District as recorded in County Clerk's File No. D209336857 of the
Real Property Records of Tarrant County, Texas, said permanent water line easement being more
particularly described by metes and bounds as follows:
COMENCING at an "X" cut in concrete found for the noi�th corner of Lot 13, Block 44 of the
North Fort Woi�th Addition, 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, said "X" cut in
co�icrete being the intersection of the southeast right-of-way Iine of NE lOth Street (a 60,0' right-
of-way) with the southwest right-of-way line of N Commerce Street (a 70.0' right-of-way);
THENCE South 59 degrees 52 minutes 11 seconds West, with the southeast right-of-way line of
said NE lOth Street and with the northwest line of said Lot 13, a d'zstance of 32,03 feet to a 3/8
inch iron rod found for the intersection of the southeast right-of-way line of said NE lOtli Street
and the northwest line of said Lot 13 with the easterly line of said tract of laud deeded to the
Tan�ant Regional Water District; THENCE North 04 degrees 04 minutes 35 seconds East, with the
easterly line of said tract of land deeded to the Tarrant Regional Water District, a distance of 88.96
feet to the POINT OF BEGINNING;
THENCE North 30 degrees 02 minutes 40 seconds West, a distance of 178.27 feet to a point for
corner in the westerly line of said tract of land deeded to the Tarrant Regional Water
District and in the easterly line of a tract of land deeded to the Fot•t Worth & Western
Railroad as recorded in Volume 9391, Page 2044 of the Deed Records af Tarrant
County, Texas;
THENCE North 04 de�ees 04 minutes 35 seconds East, wiih the westerly line of said tract of
land deeded to the Tarrant Regional Water District and with the easterly line of said
tract oi land deeded to the Fort Worth & Western Railroad, a distance oi 35.65 feet to a
point for cortzer;
THENCE South 30 degrees 02 minutes 40 seconds East, a distance of 178.27 feet to a point for
corner in the easterly line of said tract of land deeded to the Tarrant Regional Water
District;
THENCE South 04 degrees 04 minutes 35 seconds West, with the easterly line of said tract of
land deeded to the Tarrant Regional Water District, a distance of 35.65 feet to the
POINT OF BEGINNING, and containing 3,565 square feet or 0.082 acres of land,
more or less.
Page 1 of 3
TRV MAIN STREET BRIDGE WATER
AND SANITARY S�WER RELOCATIONS
PARCEL NO. 1
PERMANENT WATER LIN�: EASEMENT
CITY PROJ�CT No. 00969
FELIX G. MULLII�N SURVEY, ABSTRACT NO. 1045
CITY OF rORT WORTH, TARRANT COUNTY, TEXAS
PART 2
Being a permanent �vater line easement situated in the Felix G. Mulliken Survey, Abstract No,
1045, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land deeded to
the Tai7�ant Regional Water 1.7istrict as recorded in County Clerk's File No. D209336857 of the
lzeal Property Records of Tai�ant County, Texas, said pet•manent water line easement being inore
particularly described by metes and bounds as iollows:
COMMENCING at a 3/4 inch iron rod found for corner in the northwest ri�ht-of-way line of
Northside Drive (a 90.0' right-of-way) and in the southeast line of a tract of land described as
Tract I deeded to the Fort Worth Independent School District as recorded in Volunie 7406, Page
216 of the Deed Records of Tai�•ant County, Texas, fr•om which a point foz• the southwest corner of
said Tract I bears South 59 degrees 52 minutes 17 seconds West, a distance of 27.84 feet, and
from which a 3/4 inch irozi pipe found for corner in the southeast right-of way line of said
Northside Drive and in the northwest line of Blocic 1 of the Glazer Subdivision, an addition to the
City of Fort Worth, Tarrant County, Texas as recorded in Vohztne 388-114, Pa�e 439 of the Plat
Records of Tarrant County, Texas bears South 30 de��ees 05 minutes 58 seconds East, a distance
of 91.23 feet; THENCE South 59 degrees 52 minutes 17 seconds West, with tlle northwest right-
of-way line of said Noi-thside Drive and with the southeast line of said TracC l, a distance oi66,75
feet to a point for the northeast corner of said tract of land deeded to the Tarrant Regional Water
District; TT-IENCE South 04 degrees 04 minutes 35 seconds West, with tl�e easterly line of said
tract of land deeded to the Tarrant Regional Water District, a distance of 61.90 feet to the POINT
OI+ BEGINNING;
THENCE South 04 degrees 04 minutes 35 seconds West, with the easterly line of said tract of
laiid deeded to the Tai7�ant Regional Water District, a distance oi 24.16 feet to a point
for cot•ner;
THENCE South 59 de�•ees 57 minutes 20 secoz�ds West, a distance of 120.79 feet to a point fot•
carner in the westerly lii�e of said tract of land deeded to the Tarrant Regional Water
District and in the easterly line of a tract of land deeded to the Fori Worth & Western
Railroad as recorded in Volume 9391, Page 2044 of said Deed Records of Tarrant
Cottnty, Texas;
THENCE North 04 degrees 04 minutes 35 seconds �ast, witih the westerly line of saici tract of
land deeded to the Tarrant Regional Water District and with the easterly li��e of said
tract of land deeded to the Fort Worth & Western Railroad, a distance of 24.16 feet te a
point for corner;
Page 2 of 3
TRV MAIN S'iREET BRII)GE WA`TER
AND SANITARY SEWE� RELOCATIONS
PARCEL NO. 1
PERMANENT WATER LINE EASEIVIENT
CITY PROJECT No. 00969
FELIX G. MULLIKEN SIJIZVEY, A�S'PRACT NO. 1045
CITY OI' FORT 'WORTIEI, TARRANT COUNT`�, TEXA�
TI3�NCE North 59 degrees 57 minutes 20 seconds East, a distance of 120.79 feet to the POIN'I'
OT BEGINNIP+IG, and containing 2,416 square feet or 0,055 acres of land, more or
less.
Notes:
(1)
�2)
A plat of even survey date herewith accotnpanies this legal ciescription.
All bearings are referenced to the project control for North Riverside Bridge. All
bearings and distances are surface.
Date: August 30, 2012
�.
��
r m
�%' ���''.� ` ���
Curtis Smith
Registered Prof
Texas No. 5494
1 � {,
i � `�-- ' t t� ����
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NOTES:
i. A LEGAL DESCRIPTION OF EVEN DATE HEREWITH
ACCOMPANfES THIS PLAT.
2, 8[ARINGS ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83 (CORS), NORTH CENTRAI ZONE (4202).
ALL DISTANCES AND AREAS SI10WN ARE SURFACE
UTIUZING A SURF�CE FACTOR OF 1.0001375269116.
TARRANT REGIONAL .
WATER DISTRICT
C.C.F. N0. D209336f357
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'ARRANT REGIONAL WATER DISTRICT CITY PROJECT N0, 00969 �'�;��� '�..�' � F'� '�� i
�i
FELIX G, MU�LIKEN SURVGY ABSTRACT N0. 1045 ��;'� � f,��' ��"F� A�;� ;
Z S 59'52'i t'�W
C
EMENT AREA: 3 565 SW.FI . oK u.utsz Ac:rcr� CURTIS SMITH "''�'' �' "
JOB NO KHt�1003 03 D(2A�VN BY� RK CADD FILE• MAIN dc NORTHSIDE ESMTS.DWG REGISTERED PROFESSIONAL LAND SURVEYOR
AUGUST 30 2012 PAGE 1 OF 2 SCALE� t° = 60' N0. 549M1
GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWE�L BLVD. S0. FORT WORTH, TX. 76118 • 817.496.1424 FAX 817.496.1
4
3
N.T.S.
FELIX G. MULLIKEN SURVEY
' ABSTRACT N0. 1045
46 z z�
� NORTH I'01�T
TYORTH ADDITION
VOIUME 63, PAGE 149
P.R.T,C.T. �
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VOLUME 63, PAGE 149
P.R,T.C.T. �
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ABSTRACT N�. 1045
ao Z TRACT I
� ro� � 0.9181 ACRES (BY pEEO)
� `� � FORT WORTH INDEPENDENT
W o zoop SCHOOL DISTRICT
VOLUME 7406, PAGE 216
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VOLUME 56, PAGE 533 3 0 n
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WATER LINE EASEMENT
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a� TARRANT REGIONAL �• A LEGAL OESCRIPTION OF EVEN DATE HEREWITN
WE3 ERN RAILR AD WATER DISTRICT ACCOMPANIES THIS PLAT.
VOLUME 9391, PAGE 2044 C.C.F. N0. D209336857 2. BEARINGS ARE REFERENCED TO THE TEXAS COORDINATE
D.R.T.C.T. R.P.R.T.C.T. SYSTEM, NAD-83 (CORS), NOR7H CENTRAL ZONE (4202).
I ALL DISTANCES AND AREAS SHOWN ARE SURFACE
UTILIZWG A SURFACE FACTOR OF 1.0001375289116.
��RT�OR�T �/ �'� C� � l�(� �"'°� O �°"�1°�
1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102
TR V li�AIN S TREE T BRID GE r� ��� �=
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G&AI JOB NO KH1L1003 03 Df2AWN BY: RK CADD FILE: MAIN & NORTHSIDE ESMTS.OY/G REGISTERED PROFESSIONhI LAND SURVEYOR
OATE• AUGUST 30 2012 PAGE 2 OF 2 SCALE: 1" = 60' N0. 5494
GORRONDONA & ASSOCIATES, INC. � 752h JACK NEWEIL BLVO. S0. FORT WORTH, TX. 7611E3 • 817.496.1424 FAX 817.�t96.1768
TRV MAIN STREET BRIDGE WATER
AND SANITARY SEWER I2�LOCATIONS
PARCEL NO. 2
PERMANENT WAT�R LIN� �AS�MENT
CI'TY PROJECT No. 00969
JOHN BAUGH SURVEY, ABSTRACT NO. 115
FLLIX G. MULLIKEN SURVEY, ABSTRACT NO. 1045
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
EXIIIBIT "A"
PART 1
Being a permanent. water liue easement situated in the Jolui Baugli Suivey, Abstract No. 115 and the Felix
G. Ivlulliken Survey, Abstract No. 1045, City of Fort Worth, Tarrant County, Texas, and being a portion of
a tract of land deeded to the Fort Worth & Westei7l Railroad as rccoi•dcd in Volume 9391, Page 2044 of
the Deed Records of Tarrant Couzity, Texas, said permanent water line easement being more particularly
described by metes and bounds as follows:
COMENCING at a 5/8 inch iron rod found for the east corner of Lot 15, Block 45 of the North Fort
Worth Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 63,
Page 149 of the Plat Records of Tarrant Couuty, Texas, said 5/8 inch iron i•od being the north eornez- of
Lot 16, Block 45 of said North Foi•t Worth Addition, said 5/8 inch iron rod also being in tlle southwest
rigl�t-of-way line of N Commerce Street (a 70.0' right-of-way); THENC� South 30 de��ees 12 minutes 09
seconds East, with the northeast line of said Block 45 and with the southwest right-of-way line of said N
Commerce Street, a distance of 106.82 feet to a point far coi•nei• in the westerly line of said tract oF land
deeded to the Fort Worth & Western Railroad and in the northeast line of Lot 18, Block 45 of said North
Fort Worth Addition, from which a 5/8 inch iron rod with cap stamped "Brooks Baker" fotmd for
reference bears South 51 degrees 49 mirnites 59 seconds East, a distance of 0,40 feet; THENCE North 04
degrees 04 uiinutes 35 seconds East, with the westerly line of said tract of land deeded to the Fot�t Worth
& Western Railroad, a distance of 32.75 feet to the POINT OF BEGINNING;
THENCE North 04 degrees 04 minutes 35 seconds East, with the westerly line of said tract of land
deeded to the Fort Worth & Western Railroad, a distance of 35.65 f'eet to a point for cornei;
THENCE South 30 degrees 02 minutes 40 seconds East, a distance of 178.28 feet to a point for cornei• iu
the easterly line of said tract of land deeded to the Fort Worth & Western Railroad and in the
westerly line of a tract of land deedeci to Che Tarrant Regional Water District as recorded in
County Clet�k's File No. D209336857 of the Real Property Recoi•ds of Tac•rant County, Texas;
THENC� South 04 degrees 04 minutes 35 seconds West, with the easterly line of said tract of land
deeded to the I'ort Worth & Western Railroad and with the westerly line of said tract of land
deeded to the Tairant Regional Water District, a distance of 35.65 feet to a point for coz•nei-;
THENCE North 30 degrees 02 minutes 40 seconds West, a distance of 178.28 feet to tha POINT Or
BEGINNING, and containing 3,56G square feet or 0.082 acres of land, more or less.
Page 1 of 3
TRV MAIN STREET BRIDGE WATER
AND SANITARY SEWER RELOCATIONS
PARCit;L NO. 2
P�RMANENT WATER LINE EAS�M�NT
CITY PROJECT No. 00969
JOHN BAUGFi SURVEY, ABSTRACT NO. 115
I+�LIX G. MULLII�EN SURVEY, ABSTRACT NO. 1045
CITY OT FORi WORTH, TARRANT COUNTY, TEXAS
PART 2
Being a permanent water line easetnent situated in the Felix G. Mullikeu Survey, Abstract No. 1045, City
of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land deeded to the Fort Worth &
Western Railroad as recoz�ded in Volwne 9391, Page 2044 of the Deed Records of Taz•rant County, Texas,
said permanent water line easement being more particularly described by metes and bounds as follows:
COMMF,NCING at a 3/4 inch iron rod found for corner in the northwest right-of-way line of Northside
D�•ive (a 90.0' right-of-way) and in the southeast line of a tract of land described as Tract I deeded to the
Fort Worth Independent School District as recorcled in Volume 7406, Page 216 of the Deed P,ecords of
Tarrant County, Texas, fi•om which a point for the southwest corner of said Tract I bears South 59 degrees
52 minutes 17 seconds West, a distance of 27.84 feet; THENCE South 59 de�•ees 52 minutes 17 seconds
West, with the northwest right-of-way line of said Northside Drive and with the southeast line of said
Tract 1, a distance of 187.66 feet to a point for corner in the easterly line of said tract of land deeded to
the Fort Worth & Western Railroad, said point being the northwest corner of a tract of land deeded to
the Tarrant Regional Water District as recorded in County Clerk's File No. D209336857 of the Real
Property Records of Tanant County, Texas; THENCE South 04 de�•ees 04 minutes 35 seconds West, with
the easterly line of said tract of land deeded to the Fort Worth & Western Railroad and with the
westerly line of said tract of land deeded to the Tarrant Regional Water District, a distance of 61.68 feet to
the POINT OF BEGINNING;
THENCE South 04 degrees 04 minutes 35 seconds West, with the easterly line of said tract of latld
deeded to the Fort Wot�th & Westet� Railroad with the westerly line of said tract of land
deeded to the Tarrant Regional Water District, a distance of 24.16 feet to a point for co1•ner;
THENC� South 59 degrees 57 minutes 20 seconds West, a distance of 120.80 feet to a point for corner in
the wes�erly line of tract of land deeded to the Foi�t Worth & Western Railroad;
THENCE North 04 degrees 04 minutes 35 seconds East, with the westerly line of said iract of land
deeded to the Fort Worth & Western Railroad, a distance of 2416 feet io a point for
corner;
THENC� North 59 degrees 57 minutes 20 seconds East, a distance of 120.80 feet to the POINT OF
BEGINNING, and containing 2,416 square feet or 0.055 acres of land, more or less,
Pa�e2of3
TRV MAIIi� STItEET BRIDGE WA'T'ER
AI�TD SANITARY SEWER RELOCA'1'IOl�t�
PARCEL NO. 2
P�RMANENT WATER I,INE EASEMENT
CITY PRO,T�CT Nc. 00969
JOHN I3AUGII SURV�Y, h�ST1ZACT N0.11S
F�LIX G. MULLIKEN SURV�Y, ABSTRACT NO. 1045
CITY Or FORT WORT�I, TA�Y2R.ANT COUNTY, TEXAS
Notes:
A plat of even survey date he�•ewith accompanies this legal description.
(1)
All Uearings are referenced to the project control for i�orlh Riverside Bridge. All bearings
and distances are sucface.
�2)
Date: August 30, 2012
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Registered Professiona� L�fnd,� t Z��qt „-�
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Texas No. 5494 `' �, . ,; . <' „
Page 3 of 3
iY0RTF7 ADDITION
VOLUME 63, PAGE 149
P.R.T.C.T. /
JOHN BAUGH SURVEY
ABSTRACT N0. 115
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U 9391 GE 2044
VICINITY MAP
N.7.S.
F�LIX G. MULLIKEN SURVEY
ABSTRACT N0. 1045
LINE TABLE
UNE BEARING DISTANCE
L-1 N 04'04'35"E 32.75'
L-2 N 04'04'35"E 35.65'
TARRANT REGIONAL
WATER DISTRICT
C.GF. N0. D20933�857
D.R.T.C.T.
PERMANENT
WATER LINE EASEMENT
3,566 SQ.FT. OR 0.082 ACRES
S 04'04'35"W
35.65�
VOL ME , PA NOTES:
D.R.T.C.T.
i. A IEGAL DESCRIPTION OF El�EN DATE HEREWITH
60 3O 0 6Q ACCOMPANIES THIS PLA7.
I! 2. BEARINGS ARE REFERENCGD TO THE TEXAS COOROINATE
� ' FND 5/i3"IR W/CAP
i i "GORRONDONA� I SYSTEM, NAD-83 (CORS), NORTH CENTRAL ZONE (4202).
ALL DISTANCES AND ARFAS SHOWN ARE SURFACE
SCALE IN FEET UTIU2ING A SURFACE FACTOR OF 1.0001375289116.
��
��
ORT�OR�T �'I �� C� � O I�'� � %r"��'l
1000 THROCKMORTON STftEET • FORT V10RTN, TEXAS 761�2
7'RV MAIl\T STREET �RIDGE i� i..
T�A T�'R AND SANI TAR Y �' �\
t a� , � �
,rl � .,,� ti � t ! i;,
S'ET�ER RELOCATIONS %', ` �`� '>'`
,1........ ,�., .�,..>> .., ,..... �,_.��
JOB N0. KHFL t OD3.03 DRAWN BY: RK CAUD NLt: MAI
AUGUST 30, 2012 PAGE 1 OF 2 SCAIE: t" _
GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWEL� BLVD. S0.
'AT�R LINE EASEMENT ��( � I �'�,:I ��
OJECT N0, 00969 � � "` �' � �
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CURTIS SMITH""`` _;:_,' ; J
NORTNSI�E ESMTS.DWG REGISTERED PROFESSIONAL LAND SURVEYOR
N0. 5494
FORT WORTH, TX. 7611Ei • 817.496.1424 FAX 817.496.1768
Y MAP
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EX H I B IT "B"
FELIX G. MULLIKEN SURVEY
ABSTRACT N0. 1045
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���� `� WATER DISTRICT
'i},';'•`�'��`''�%�2� C.C.F. N0. D209336E357
i•ii'},��0� � U. R.T. C.T.
�, j�
PERMANENT
WATER LINE EASEMENT
2,416 SQ.f i', OR 0,055 ACRES
FORT WORTH &
60 30 0 60
�!� —�
SCALE IN FEEf
FND t/2"IR 0 UME�9 N� RPAcROaD NOTES:
39
D.R.T.C.T. �, A IEGAI DESCRIPTION OF EVEN DATE HEREWITH
ACCOMPANIES THIS PLAT.
� 3 2. BEARINGS ARE REFERENCED TO THE TEXAS COOROINATE
L�.8 � SYS7EM, NAD-83 (COftS), NORTH CENTRA� 20NE (4202).
I ALL DISTANCES AND AREAS SHOWN ARE SURFACE
� 4 UTILIZING A SURFACE fACTOR OF 1.0001375289116.
o�' �'0�� �� � y o f Fo /�� W� r°��'1
1000 THROCI<MORTON STREET ' fORT 4'lORTI-I, TEXAS 76102
Tl� V MAIN S TREE T BRID GE `-
, � ���
T� A T E R � 4 N T S A N I T A R Y `'�' �� �
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i
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=MENT AKtA: z4�1ti st,i.r�. vtt u.u�� H�nta CURTIS SMITH",`s'`„`
JOB N0. KHFL1003.03 DRAWN BY: RK CADD FILE: MAIN & NORTHSIDE ESMTS.DWG REGISTEREO PROFESSIONAL LAND SURVEYOR
AUGUST 30 2012 PAGE 2 OF 2 SCALE: 1" = 60' Nb. 5494
_ __
GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BLVD. S0. FORT WORTH, TX. 76118 • 817.496,1424 FAX 817.496.1768
TRV MAIN STREET BRIDG� WATER
AND SANITARY SEWER IZELOCATIONS
PARCEL NO. 3
PERMANENT WATER LINE EASEMENT
CITY PROJECT No. 00969
rELIX G. MULLIKEN SUR�JEY, ABSTRACT NO. 1045
CITY OF FORT WORTH, TARI2ANT COUNTY, TEXAS
EXHIBIT "A"
Being a permanent water line easement situated in the Felix G. Mulliken Survey, Abstract No.
1045, City of Fort Worth, Tarrant Couniy, Texas, and being a portion of a tract of land described
as Tract I deeded to the Fort Worth Ii�dependent School Uistrict as recorded in Volume 7406, Page
216 of the Deed Records oi Tarrant County, Texas, said permane�it water line easement being
more particularly described by metes and bounds as follows:
BEGINNING at a point for coi7ier in the southeast line of said Tract I and in the northwest right-
of-way line of Northside Drive (a 90.0' right-of-way), from which a point for the southwest corner
' of said Tract I bears South 59 degl�ees 52 minutes 17 seconds West, a distance of 12.99 feet;
THENCE North 30 degrees 02 minutes 40 secouds West, a distance of 19.17 feet to a point for
corner in the westerly line of said Tract I and in the easterly right-of-way line of Cecil
Street (closed by City of Fort Worth Ordinance No. 2848);
THENCE North 04 degrees 03 minutes 1'7 seconds �ast, with the westerly line of said Tract I and
with the easterly right-of-way line of said Cecil Street, a distance of 35.67 %et to a
point fo�• cor•ner;
THENCE South 30 degrees 02 minutes 40 seconds East, a distance of 48.71 feet to a point for
corner in the southeast line of said Tract I and in the northwest right-of-way line of said
Not�thside Drive, said point being the beginning of a non-tangent cuive to the left
having a i•adius of 618.69 feet, a central angle of 00 degrees 28 minutes 39 seconds and
whose chord bears South 60 degrees 06 minutes 36 seconds West, a chord distance of
5.15 feet;
THENCE with said non-tangent curve to the left, with the southeast line of said Tract I and with
the noi�thwest right-of-way line of said Northside Drive, an arc length of 5.15 feet to a
3/4 inch iron rod found for corner, fiom which a 3/4 inch iron pipe found for corner in
the southeast right-of-way line ot' said Narthside Drive and in the northwest line of
Block 1 of the Glazer Subdivision, an addition to the City of Fort Worth, Tarrant
County, Texas as recorded in Voluma 388-114, Page 439 of the Plat Records of
Tairant County, Texas bears South 30 degrees OS minutes 58 seconds East, a distai�ce
of 91.23 feet;
THENCE South 59 degrees 52 xninutes 17 seconc'�s West, with the southeast line of said Tract I
and with the noi�thwest right-of-way line of said Northside Drive, a distance of 14,85
feet to the POINT OF BEGINNING, and containing 679 square feet or 0.016 acres of
land, more or less.
Page 1 of 2
TRV IVIAIN STREET BRIDGE WATER
AND SANITARY "EWER RELOCATIONS
PARCEL NO. 3
�J�RMAAtENT WATEI2 LINE EA�EMENT
CIT'Y �'�:0.7L+'CT No. 00969
FELIX G. MULLII�EN SURVEY, ABSTI2ACT NO. 1045
CITY OF I�ORT W�RTH, TARRAI�IT COUNTY, TEXAS
Notes:
A plat of even survey date herewith accompanies this legal description.
(1)
All beaY•ings are refer�nced to the project control for North Riverside Bridge. All
bearings and distances are surface.
��)
Date: Att�;ust 30, 2012
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Ctrrtis Smith
Register•ed Prof�
Texas No. 5494
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�o �� 0.9181 ACRES (BY DEED)
� w � FORT WORTH INDEPENDENT
u�i � a� SCH00� DISTRICT
� Z� VOLUME 7406, PAGE 216
W m �o' o D.R.T.C.T.
U W Q W
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� o � PERMANENT
� � WATER LINE EASEMENT
679 SQ.F T. OR 0.016 ACRES
FELIX G. MULLIKEN SURVEY
ABSTRACT N0. 1045
......... DEfAIL ��A,� ................
. ..... ... ....... .
� P. D. B.
SEE DETAIL "A"
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P��J� � �;: ��':�::<��
�Q�p,�ll : �:'`�Ci'�
G�Q F. FND 3/4" IRON : :.;?y'''c:}:'�::::`:.� `��
,{ J .�.� PIPE 8EAR5 �'�•••
�\� �\G� S 30'O5'SII"E : ��\';'':?:''?::;,::.:ii}.: ?. .
_`Q �O 91.23' C�:•i}'r1:i:::::fF...
\v l9 ' �:.•:::::::: �'� FNO 3/4"IR �
� �,':i::::�i
60 30 0 60 BLO CK 1 ........... ..............................:
-- GLAZ�R SUEDIVISION
VOLUME 388-114, PAGE 439 NOTES:
P.R.T.C.T.
SCALE IN FEEf 1• A LEGAL DESCRIPTION OF EVEN DATE HEREWITH
ACCOMPANIES THIS PLAT.
CURVE TABLE 2. BEl�RINGS ARE REFERENCED TO THE TEXAS COORDINATE
CURVE RADIUS DELTA CHORD BEARING CHORD ARC SYSTEM, NAD-83 (CORS), NORTN CENTRA� ZONE (4202).
ALL DISTANCES hND AREAS SHOWN ARE SURFACE
C-1 618.69' 00'28�39" S 60'06'36"W 5.15 5.15� UTILIZING A SURfACE FACTOR OF i.000�s�szas��s.
ORTW�RT C/ �� � � FC� �'� � f"���'i
1000 THROCKMORTON STREE7 • FORT WORTH, TEXAS 76102
TR I� .1llAIN S TR.E.E T B.R.ID GE `
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W�1 T�R A1VD S.�1N�TAR �' �f" �,,, <^ � ti�
S E I� E R R E L O C A T I O N S �`,``` �� f`�` ��'�'
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JER: FORT WORTM INDEPENDENT SCH00� OISTRICT CITY PROJECT N0. 00969 `;.��', ',��� ; �,� �;'i'
;VEY: FE�IX G. MULUKEN SURVEY ABSTRACT N0. 1045 �'°� f� ���� {' ,� �'
.,, �
ATION: CITY OF FORT WORTH TARRANT COUNIY TEXAS �� '`��� ��,���r�'? ;`, ,��X
EMENT AREA: 679 SQ.F7. OR 0.016 ACRES CURTIS SMITH ' �
,
J08 N0. KH7�1003.03 DRAWN BY: RK CADD FILE: MAIN dc NORTHSIDE ESMTS.OWG REGISTERED PROFESSIONAL LAND SURVEYOR
AUGUST 30, 2012 PAGE 1 OF t SCALE: 1" = 60' N0. 5494
GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BLVD. S0. FORT WORTH, TX. 76118 � 817.496.1424 PAX 817.496.1768
VICINIIY MAP
N.T.S.
TRV MAIN STREET BRIDGE WATER
AND SANITARY SEWER RELOCATIONS
PARCEL NO. 4
PEI�MANENT WATER LINE EASEMENT
CITY PROJECT 1`10. 00969
FELIX G. MULLIKEN SURVEY, ABSTRACT NO. 1045
CITY OF FORT WORTH, TARR.ANT COUNTY, TEXAS
EXHIBIT `�A"
Being a permanent water line easement situated in the Felix G. Mulliken Survey, Abstract No.
1045, City of Foi�t Worth, Tarrant County, Texas, and being a portion of Cecil Street closed by
City of Poi�t Worth Ordinance No. 2848 (no ownei• of record found), said permanent water linc
easement being more particularly described by metes and bounds as follows:
COMMENCING at a 3/4 inch iron rod found for corner in the northwest right-of way line of
Northside Drive (a 90.0' right-of-way) and in the southeast line of a tract of land described as
Tract I deeded to the Fort Worth Independent Scliool District as recorded i�� Volume 7406, Page
216 of the Deed Records of Tarrant County, Texas, from which a 3/4 inch iron pipe found for
corner ii� the southeast right-of-way line of said Nor�thside Drive and in the northwest line of
Block 1 of the Glazer Subdivision, an addition to the City of Fort Woi�th, Tarrant County, Texas as
recorded in Volume 388-114, Page 439 of the Plat Records of Tarrant County, Texas bears South
30 de�•ees OS minutes 58 seconds East, a distance of 91.23 feet; THENCE South 59 degrees 52
minutes 17 seconds West, with the not�thwest right-of-way line of said Northside Drive and with
the southeast line of said Tract I, a distance of 27,84 feet to a point for the southwest corner ot'said
Tract I, said point being the intersection of the northwest right-of-way line of said Northside Drive
with the east right-of-way line of said Cecil Street; THENCE North 04 degrees 03 minutes 17
seconds �ast, with the west line of said Tract I and with the east riglit-of-way line of said Cecil
Street, a disfance of 23.18 feet to the POINT OF BEGINNING;
THENCE North 30 degrees 02 minutes 40 seconds West, a distance of 44.59 feet to a point for
corner;
THENCE North 04 degrees 03 rninutes 17 seconds East, a distance of 144.99 feet to a point far
corner in the southeast line of Block A of the Coors Addition, an additian to the City of
Fort Worth, Tari•ant County, Texas as recorded in Volutne 388-57, Page 18 of the Plat
Records of Tarrant Couniy, Texas, said point being the beginning of a non-tangent
curve to the right having a radius of 279.44 feet, a central angle of 07 de��ees 44
minutes 20 seconds and whose chord bears Not•th 36 degrees 04 rninutes 47 seconds
East, a chord distance of 37.72 feet;
THENCE with said non-tangent curve to the right and with the southeast line of said Blocic A, an
arc length of 37.74 feet to a point for corner;
THENCE South 04 degrees 03 minutes 17 seconds West, a distance of 170.83 feet to � point for
corner;
Page 1 of 2
TRV MAIN STREET �RIDGE WATER
ANI� SANITAR'Y S�WER RELOCA'I'ION�
PAI2CEL NO. 4
PERMANENT �VATER LINE EA�rMENT
CITY PROJECT No. 00969
I+EI.IX G. MUI.LII�N SURV�Y, ASSTI2ACT NO. 1045
CITY Or FORT WO�tTH, TAR�ZAl�tT COUNTY, TEXA�
THENCE South 30 degrees 02 minutes 40 seconcis East, a distailce of 892 feet to a point for
corner in the east right-of-way line of said Cecil Street and in the west line of said
Tract I;
THENCE South 04 degrees 03 minutes 17 seconds West, with the east ri�;ht-of way line of said
Cecil Street anci with the west line of said Tract I, a distance of 35.67 feet to the
POINT OF SEGII�INING, and containing 3,709 square feet or 0.085 acres of land,
more or less.
Notes:
��)
(2)
A plat of even survey date herewith accompanies this legal description.
All bearings are i•eferenced to the project control for North Riverside Bridge. All
bearings and distances are surface.
Date: August 30, 2012
���'
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Curtis Smith
Registered Professi
Texas No. 5494
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Page 2 of 2
EX H I � IT "B"
aLacx �
CODRS ADDITION
VOLUME 3£18-57, PAGE 18
P.R,T.C,T.
/ �
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I TRf�CT I
� 0.9781 ACRES (BY DEED)
� FORT WORTH INDEPENDENT
� � •;.,, j VOLUME �/o406,ISPAGE 216 „ „
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V..,.. a D.R.T.C.T. DETAIL A
JITY MAP
N.T.S.
60 30 0 60
SCALE IN FEET
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FELIX G. MUL.LIKEN SURVEY
ABSI-RACT N0. 1045
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CECIL STREET .... . �• �p :.
CLOSED BY CITY ' �'`'.'`:'�``:�a;�'' .
OF FORT WORTH �<::';::;;�?:::�::� �`�
2 �::�::�::;2::; t"
ORDINANCE N0. : � :
2E34$ �:::.�::::: ^
v'D� ��'�``.;�:::�:::;:;� c�o i�
(NO OWNER OF) a •s�::;.:;;:;:;.:; o
(RECORD FOUND) r'•`Q'`''�:�: ��::: r`njQ
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PERMANENT : ` :
WATER LINE EA5EMENT : � '
z �nn cn CT /10 I� (1GS A!`[lGC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
--- SEE DETAIL "A"
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N 04'03'17"E FND 3/4"IR
23.18'
P. D. C.
S 59'52' 17'�NI
27.84'
N07ES:
1. A �EGAL DESCRIPTION OF EVEN OAT[ HEREWITII
ACCOMPANIES THIS PLAT.
2. 6EARING5 ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83 (CORS), NORTH CENTRAI ZONE (4202).
A�l DISTANCES AND AREAS SHOWN ARE SURFACE
UTIUZING A SURFACE FACTOR OF 1.0001 3752891 1 6.
FNO 3/4" IRON BLOCK 1
PIPE BFARS GLAZL'R SUBDIVISION
S 30'O5'58"E VOLUME 3E3II-174, PAGE 439
9� 23, P.R.T.C.T.
CURVE TABLE
CURVE RADIUS DE�TA CHORD BEARING CNORD ARC
C-1 279.44� 07'44'20" N 36'04'47"E 37,72' 37.74'
�I � � O � �� f � � /"t"�
1000 THROCKMORTON STREET ' FORT WOR7N, TEXAS 76102
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G&AI JOB ND. KHl�1003.03 D
DATE: AUGU5T 30, 2012 P
GORRONDONA & ASSOCIATES, INC.
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REGISTERED PROFESSIONAL LAND SURVE(OR
1 OP 1 � SCAL6t 1"� = 66 INV. o4y4
• 7524 JACK NEWELL B�VD. S0. FORT SYORTH, TX. 7611E3 • II17.496.1424 FAX 817.496.1768
"fi�V �HI�'� ��T'T'L���Rdl' �RI�(3�'�f6�T'�R �P�� S�VV�� ��d����ii���
��rc�l IVo. 4
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GRANTC►Ft MAILihlG ADC3�ES5 (inci��din� County)
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GRANT�E'S MAiLING ADDRESS (including County};
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CC?NSID�RATIO�l: T��� Dollar� (�10.Ofl) and other gc�od and valuabi� consideration, fihe
receipt and sufficiency of which is hereby acknawledged.
i, ~ 1. ��:�. � f �'� � � � ii! . i>' �� �. .'
�'�;`.��' ��il Y !'`-�i .),f �.� `l . �?���`' • �'.a'" It .
ti a��.� �� s ;� ! i `�-'r�>�_ •'� ►
,� � �! - , t � �. .< � � ' �� +�' ` i ' � 1 �' � � � :
� s � �' . � P � *��. R � .a �. � Y � ��� � �' . . �
i l�` !t !� ...�a r; � t' �_ fi r�
i � � #`r �� � :r . � � � �: s a � � � ,�� � �
PERMANENT SEW[R FACILITY EASEMENT
Rev. 0511 2/20 1 0
Grantor, for the consir�eration paid ta Granto�• and other good and valuahle consideration,
hereby grants, sells, and cnnveys to Grantee, its successors and �ssigns, an exclusive,
perpetuai �asement for the construction, op�ration, maintenance, repiacement, upgrade, and
repair of a F'ermanent Sewer Line Facilifiy, hereafter ref�rred to as "Facili�y". The Facility
includes aii incid�ntai undergraund and aboveground attachments, equipment and
appurtenances, in�luding, but not limite�i to manholes, manhole vents, lateral line connections,
pipelines, junction boxe5 in, upon, under and across � portion of the Property and more fully
describec� ira �xt��il�if °A" at#�ched hereto and incorporated hereirr for aii pertinent purpases,
together with the right and privi(eg� ai any and all times to enter Property, or any parf thereof,
for the purpose of constructing, o��erating, maintaining, repl�cing, upgrading, and repairing said
Facility.
In no evEnt shal� Grantor (i) use the Properfy in any mann�r �vhich inferferes in any materiai way
or is inconsistent with the rights grant�d hereunder, or (II) erect or permit to be er�;cted within
the �asement property a permanent structure or building, including, buf not limited to,
manument sign, pole sign, billboard, brick or masonry f�nces or watls or other structures that
require a f�uilding permit. However, Grantor shall be permitted to install and maintain a
concret�, �spi7�lt c�r c�r�vel drivew�y, r�c��d or ptzrkir�r� lol across the �asement Property.
Grantes shall be obligated to restore th� surface of th� Pro��rty at Grantee's sole cost �nd
expense, including the restoratian of any sidewalks, drivaways, a� sirriilar surface impravetnents
located upon or adjac�nt to the �asement Tract which may have been removed, s-elc�cateci,
altered, damaged, or deslrnyeci as a result of ti�� Grantee's use of khe easement granted
hereunder. Provided, however, that Grantee shall nat be obligated ta restare or rep{ace
irri�atin�i systems or other improvements instail�d in vialation of ihe provisions and intended use
of fhis �asemenf.
i0 N��V� AND TO HCJLD the above-described easemeni, fiogether with all and singular the
rights and appurtenances thereto in anyway belonging unto Cr-ante�, and Grantee's successors
and assigns forev�r; �nd Grantor does hereby binci itself and its successar and assigns to
warrant and forever defend all and singular the easement unto Urantee, its successar and
assigns, against every persan whomsoever lawfully claiming or to claim the same, or any part
thereof.
When the context requir�s, singular nouns arid pronouns include the plural.
PERMANENT SEWER FACILITY EASEMENT
Rev. 05l12t2010
GRANTOR: Tarrant Regional Water District GRANT��: City of Fort Warih
�ernando Gosta
A�sistant City Manager
APi�ROVEG RS �T(7 rORM AND LEGALiTY
Assistanf City Aitorney
� �.
STAT� QF `i'EXAS §
COUNTY OF TARt�ANT §
B��t��E ��E, the undersigned autharity, a Notary Public in and far the 5tate of Texas,
on this day persanaHy �ppeared , known to me to be the
same p�rsc�n whc�s� name is subscribed to the foregning instrum�nt, and ac6<nowledged fo me
that the same was the act of and that he/she executed
the same as the a�t of ��id fior the purpos�s
and cansideration therein expressecl and in the capacity therein st�ted.
GIV��! UN��R MY HAh1D AIVC? SEAL OF C7F�IGE this day of
�
hJotary Public in anc! for the State af iexas
PERMANENT SEWER FACII,ITY EASEMENT
Rev. 0511 Z12016
,,, � �. : � !� � � .
STA-f"E OF ��XA� §
COUiVTY O� TARRA�IT �
�EC�R� ME, th� undersigned authority, a Notary Pub(ic in and for the State af
iexas, an this day perspnally appeared �ernando Costa, Assistant City Manager of the City of
Fort Worth, knawn to me tc� h� the same persan whase name is subscribed to the foregoing
instrument, and acknawledged to me tha# the same was the act of the City of Fort Workh and
that he/she executed the same as #he act of the City of �ort Warth for the purpos�s and
consideratian therein express�d and in th� capacity therain stated.
GIVE�1 UNDER NiY HAND AND SEAL OF tOF1=10E this d�y of
20
Notary F'ublic in and for the State of Texas
PERMANENT SEWER FAGILITY EASEMENT
Rev. 05112/2010
"T�V i�I-I�'I'E ��T`�'I��I�IEI°d'I' �T�I�U� �.�'TE� AI�dI� ��i�1�'T�i�Y ��`��1�
I�EL,OC�7 I�.il��
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C�"�"�' �I����CT' l�do. Q09�r9
��1�1��E��IAL �'I'�.��'�'
�..C�'I' 2�SI3, I�I��C� �9, ��AI�I�-l�I: �I��(�I� '�i'�,S'I'�'��7I� AI�L1I'���N
�
BeiT�g a perniail�nt sanitary s�tiver easen�ei7t ��.it of Lot 26R, Blc�ck 19 of �vans-F�ea��son
Westwood Addition, an addition to the City of Fort W�rth, Tarrant County, Texas as a�ecorcieci iti
Volume 38�-13�, Page 50 of the Plat Records of Ta1-rant C�unty, Tex�s, said permanunt sanitary
sewer easemetzt also being a portit�il t�f � 0.1�6 acrc tract of I�nd (by deed) deeded to Tarrant
IZegional Water District as recorded in C�unty Clerk's �"ile No. D2l2272137 of the De;ed
Recor�is of 'I'arrant C`ounty, Texas, said permanent sanitary sewer easertlent being more
�articularly described by metes and bout�ds as iollows:
C�1��II+INCII��� at a��aint. for the northeast carner of I:ot 5R, af said J3(ocl: 19, said point
being tlle intersecti�n of the south line of a 10.Q' Alley wit11 the west i°i�ht-of-way line e�f Viala
Stz•eet (a v�riat�lc, ufidtl� right-of-way), tiom wl�icil 5l4 inch iron rod witl� cap stan�ped "Sen�pco
Sur��ey Carporation" found for corner in the east li��e �f Lot 1000, of said Block 19 bears sou�I7
00 de�;rees OS minutes 17 seconds West, a distar�ce of �77.40 feet and it•om which a 112 inch iron
rod witt� cap stamped "������tlex� & Ass�ciates" fattnd for thc sat�theast cornet- of Lot� I, Bl��c� l9
of Evans-Pearso�� Westwood .t�.ddifio��, an �ddition to the City of Fort ��orth, Tarrant CoLmty,
Texas as �recorded if� 'trc�lurn� � 10, Page 18 of said Plat Records oi Tai7ant County, Texas, bears
a radial bearing of North 34 degrees 41 m'rnutes 59 seconds Easi, a distancc of 12.12 feet, said
1,�2 inch iron rod with eap staznped "Spovner & tlssociates" also beiz�g tl�e interseciion of the
north line af said 1Q.0' Allc:}= with the west right-of-way line of said �iola Street; THENCE
North 89 de�-ees 54 amit��rtes 43 seconcis West, �Jith the north line of said Lot 5R and �vith the
south line of said I0.0' AIIc }', a ciistance of I 10.0 feet t� the P�I�1T i�k' I3�GI�INI�iG of the
l�ea�ein described pei-manent sanitary sewer easement, said �7oint heiYlg itl the west line of an
e;�isting I0.0' Utility �as�ment, said point being in the north line of said �,ot 26F�, said poii2t also
being in the north l��ie af said 0.14b acre tract of` 1<ti�it;
'lI-��I�d�� South OQ de��ees OS minutes 17 se�onds West, with th� west line of said exis�ing
1().0' Utility �asement, a distance vf 15,d0 feet to a point for corner;
`T�EI��E I�toY-th 89 degrees 54 minutes 43 seconcis West, a distance of 100,QQ feet Yo a pc�int fur
corner in tize west line of said Lot 26R, said point heing in the west line of said 0.146
acr� tract of Iai�d, said point ais� bei��g in the east right-of-way line of Coinme�•ciai
Street (a variable width ri�ht-ot-way);
Exhibit A Page 1 of 2
T�3F�I�� Noi�th p0 degrees 05 minut�s 17 sec�nds East, with the west line of said Lot 26R,
with the west line c�f said 0.1 �C acre tract of lailci and �with the east ri�ht-of way �ine
of said Cc�z�iznercial Stre�t, a distance of 1�.�0 feet to a point for die northwest c�rner
of said Lot 26R, said point being the northwest coi7��r of said 0.1 ��i acre tr-act of land,
said ��oint also bein� the intersection ��f th� east tlght-of way line of said Comii�ercial
Skreet with the souih line of said 1 U.0' Alley;
'I'1-IEhi�`� Soutl� 89 degrees 54 minutes 43 seaoilds Eas�, with tille noi-�h line of said Lc�t 2GR,
�ith th� north line of said 0,146 acre traet of land, and witl� the soutil line o�t said
10,C)' Alley, a distance of 100.00 feet to the �'�I1�'I` �F' l3EG�;��tI�1� ai�d
cantaining 1,5Q0 square feet or 0.03� acres �f land, more �r less.
�
(1) A plat of even survey date herewith accomp�nies �tl�►is le�al descriptia�n,
(2) 1�11 b�arin�s at�d caoi�dinat�� are referenced to the Texas Coordii7ate System,
NADM83, The North Central Lone 4202, al� distances anc� areas sliau�ai �ire
surface utilizing a surface factc�r of I,OQ0137S2$9116.
Date: April2j, 2013
^/j ,
< '.`
Curtis Smith
Re�;istcY-ed Professional Land �tu�veyor
No. 5494
��
i . ?i
4 � ., . .. , ..,.,
Exhibit A Page 2 �f 2
PERI��fdEN7 S,4NITi4RY
SEbVER EASEPAEPlT Af��
1.5QQ SQ. �f. AR
e.o�a �;ci�Es
LOT 1 —R
�
LOi 6 �
a� o�� � �
� �,5 ti�4�.�'
�, ����po � I
���oag � �.
�$5��� 4
aoV� LOT 7
�
LO7 8 I
�.
� Q.
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� p
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� _
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a
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Q
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� }
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�-q� � � � 9 9 7 9
�
.�.e�.�4 G'�'.� �O, �
LOT 4 's LOT 3 LOT 2 � LOT 1
Bj,O P AgS � p� 0.343 ACRES (8Y �EE�)
�yANS4D ADnJC� 1A TARRANT REGIONAL WAT[R DISTRiCT
�q�ST�� gf0, Pb r.�.�-. No. D212306698
V��Ug{Bp� �I'�� D.RT.C.T. �j
Z z� d-. Q. Q
� r-I .i.�..U,.. F-� 10.0' AILEI'-i �
N 89'S4'43"W 110.00'
:: :�.::
:: :: .�;... �. ::: ..:..; L_ 1 ,_:� i T
._:=o:�:.�r:A:�: '..�:.P:....
,� �_2 � i LOT 5R
i �
I 10.0' UTIUiY EASEhfENT
LOT 26R --�-j �-�-- VO�UME 36F3-138, PAGE 50
_�OT LINE � � P•R.T.C,T.
LOT 25R � T LOT 6R
� � DEED LINE
0.146 ACRES (BY LlEEO) �
l0T 22R �ARRANT REGIONAL WATER DISTRIC
C.C.F. Na D212272137
;.oT fooa D.R.T.C.T.
!oT 7eR
�. $LpG ��T�p �� A��o �ION LOT 1000
A
V���r� U�� p3 �•�'�`� p
� d0� P� FND 5/6"IR W/CAP STAMPED�
"SEMPCO SURVEY CORPORATION" �
f
LOT ��
FND 1 j2"IRON ROD
W/CAP STAMPED
"SPOONcR & ASSOCIATES"
�_
RADIAL BEARING
N 34'41'S9"E
�2'ti2� LOT 27
a
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� S
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��y��p,p. �.
( 1h��0 g�
� �y��, Q.
0
a LOT 26
�OT 10R
( 9
� ti ��SQ�H
4Q.6`+C s
L� �'� �q �� .
6� 0�pg @' ��
��,�° �' ``.
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c�'
/
UNE TAB�E � .._
LINE BEARING DISiANCE ��o�� ��-����
L-1 5 00'45'17"W 15,Qd'
L-2 N 89'54'43°'W 100.00' {A 50.0' RIGHT—OF—�VAY)
L-3 N 00"Q5' 1�"E 15.G0`
L-4 S f39'S�'43"E t 00.Q0'
NOTES:
i. a��e�,� r,�sc�i�nora c�F �ra oarE Acco�aFa�ies rwis Pv,r,
2. ALL F3EARIhGS Atdt� CO�R(�IhtATES hRF RE�EREhtCED Tb THE TEXAS CtfORDINHTE
SY5T€M, N��-83, TNB NQr2TN CEh'�Rl+L ZOidE 4202, �,lL OI57ANCE5 AND AREAS
SFtt7V1N ARE St1RFA�£ UTIUZIt�G A 5URFACE FACTOR 4f i.Q001375288i48.
� � �
:.....�. N�... �,.,:..�.a,`._..
�.
;�
� �
(
�
6Q 3Q U 60
� 7 1'i�Y �i e..e.r�..,.�
Y4' �I„
SCALE IN FEET
s.•a �',:..�. ��-; %r �_. � ��`� � ��p ,�-.. fr��....�.
tODO TF(kt�CKM7RiCi'} STREE? • fORT WORTH, TEXAS 76ip2
EXHI8IT SHOWING
A
PERMANENT SANITARY SEWER EASEMENT
our o�
LOT 26R, BL.00K 19
EVANS—PEARSON WESTVVOOD ADDITION
nN aoomoN To �E
CITY OF FQRT WORTH, 7ARRANT COUNTY, TEXAS
AS RECORDER IN
VOLUME 388-138, PAGE 50
PLAT RECORDS OF TARRANT COUNTY, TEXAS
; Ai'RIL 26, 2013 ( EX
GORRONDONA & ASSOCIATES, INC. •
�" �
FORT
;'.
.. ... .. , � fi .
;
PROFESSIONAL IAND
TX. 7611� � 817-496-142A FAX 817-q98-17GB
- � � �, � . t '"' � ,+� �
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L�t+.f
t: ' . ! .� � � � . . .r ,: , , , �: `. � :�' ; 1�- � t
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� KfdO� ALL 1�1�t� ��' i9�E�� �R���t�7"�
§
� =1 � �,
� � s- �
� � ,► � ����1���l��
.�:' � �, , �t��, �'.�� �
GI�ANi�R'S MAILING ApQRESS (including County}
�It � I�;: -
,iI' ; '. :�; � ' s. � � ,� f� ` ' ' . ` J �
�� � � �. ;�"1 �� � * . -
GRAN`�CE'S MAfLING ADDRESS (including Caunty}:
�' � �
� � s ;f, �
CUNSI[�ERATION; T�n �ollars ($10,00) and oth�r good and valuable consid�ration, the
rec�ipt and sufficisncy of wl�ich is hereby acknowledged.
,�... ��� ,,., , . . ��, . . . .. ,. . . � r � � "� +,
. r .�, �: +r. . ,� ,
>.t � � ,i--h p Y1 . �_,. �<�;. �.. � � ' � - . �., - _
, �; �,_,;� ,-.P! �^' F i i �,
; � " � , ` r " ." ` � 'r ' ,�; �. �. ` � $ ` -1 ' � ;�i : � � `
� �, t � �
,, � . 6 � ,� . �t � < .:' , y r �. �. , �,. . ': ,� ` �^ ` '� : � . , f � 4� :" k 1 . . � � {,:. -� . ,
_ . .. ,.. , a ... , _
: . -i • ,' ♦ �x. y� � '( .A _ . , . �� 1* ; , �.
+�' R . �4 � � ��` �1 i +1 � •
► r , r ,t _, � �, 1 .
PERMANENT SEINER FACILITY EASEA4ENT
Rev. 05/12/2010
Grantor, for the consideration paid to Grantor and other goc�ci and v�luable consid�ration,
hereby grants, seNs, and conveys to Grantee, its successors and assigns, an e.x.clusive,
perpetual easement for the consfruction, operation, maintenance, repiacement, upgrad�, and
repair af a Permanent Sewer Line Facility, hereafter referred fo as "�acility". The Facility
inciud�s all incidentai underg�'ound and aboveground attachments, equipment and
appurtenances, including, but not limited to manholes, manhole vents, lateral line connections,
pipelin�s, junction boxes in, upon, under and across a portian af the Property and more fuHy
described in Exhibit "A" attached hereto and incorporated herein for all pertin�nt purposes,
together with the right and privilege �t any �nd ali times to enter Praperty, or any part 4h�reof,
far the �urpose nf constructing; o{��rating, maintaining, replacing, upgrading, and re�airing said
Fac�!ity.
in no ev�nt shall Gr�ntor (I) us� the Property in any manner which int�rferes in any maferial way
or is inconsistent with th� rights granted hereunder, or (II) erect ar permit ta be erected within
th� ea��t�7eni property a perman�nt sfructure ar buiiding, including, but not limited to,
monument sign, pole sign, biliboard, bricl< or masonry fences or walis ��� other structures that
rsquir� � t�ui(dir�c� ��rrnit. How�ver, Grantor shall be permitted ta install and maintain a
concrete, asphalf ar c�ravel �rivev�lay, �'c��d crr p�rlcinc� lot �cross the Easement Property.
Grantee shall l�� ��ligafed ta rest�arc the ��.�riac�: a� tt�� Pra��er�ty �t G��ante�'s sole cost and
expense, including the restoraYion af any sidewalks, driveways, or similar sur�ace improvements
located upon or adjac�nt to the Easement Tract which may have been remaved, relocated,
�Itered, damaged, or destroyed as a result af the Grantee's use of the easement granfied
hereunder. Provided, how�v�r, that Grantee shall not be oblic�ated to restore or replace
i�rigation systems ar other improvements instailed in vialation of the pravisions �nd intended use
of this Easemenf.
TO HAV� AND TO NOLD the above-described easemetit, toge�her with all and singular fihe
rights and appurt�nances thereta in anyway belonging unto Grante�, and Grantee's successors
and assigns forever; and Grantor does hei-eby bind itself and its successor and assigns to
warrani and forever defend aN and singular the easement unto Grantee, its successor and
assigns, against every ��rson whamsaever lawfully claiming or ic� cfaim the same, or any part
thereof.
When the cQntext i�equires, singular nouns and pronouns include the plural.
PERMANENI' SEWER FACILITY EASEMEtdT
Rev. 05l12l2010
�RP,�ITOR: Tarrant r�e�ianai Water District GRANT�E: City of Fork Worth
Fernando Costa
Assistant City i�anager
APPF�QV�D P,S TO FORM AND LEGALITY
Assistant City Attorney
e:�� � �r ����� � � _�.
STATE C7F T�XAS �
C(�IJNiY C�� iAi�f�AhJT §
BE�OR� ��E, the und�rsigned authority, ��latary Public in and far fhe State of Texas,
on this day personally �ppeared , knnwn to me to ka� the
sarne {�ersc�n whose n�me is subscribed to the faregoinc� instrument, and acknowledged to me
that the same was the act of and that h�lshe executed
the same as th� act of said for tf�e purposes
and cansideratian therein expressed and in the capacity therein stated.
GIV�N UNC��f� MY NAND AND SEAL OF O�FIC� this day of
20
Natary Public in and for the Stat� of Texa�
PERMANENT SEWER FACIt_ITY EASEMEPtT
Rev. 05l12/2010
� .
STATE OF TEXAS �
CGUNTY C�� TAf�f�Af�T �
BEFOR� �E, the undersign�d authorify, a Nofar_y Public in and for th� Sfate af
Tex�s, on this day personaily appe�red F'ernanda Casta, Assistant City Man�ger af the City of
Fort Warth, knawn to me to b� the same person whose name is subscribed to the foregoing
instrument, a��d �cknawledged tn me that the same was the acf of the City of Fort Worth and
that he/she executed the same as the act of the City of i�o��t Warth for the purposes and
consideration therein expressed and in the capacity fiherein stated.
GIV�N UN[�E�R N1Y HAND AtdD SEAL OF C7�FICE this _ day af
�
Natary Public in and for the State of Texas
PERMAhJENi SEW�R FACILITY EASEMENT
Rev. 05l12/20 i 0
`T��� �'�IIT� ��T"['LE�iI�I�`�' �Bk2�I��E �AT�I�. ��1� SAIl��'I'���.' �El�'�;�
I��I,��AZ'IflI��
����EIa I��o, �
CI"T�' �I��JE�'T 1�10. 04969
w�-i��� s��r�r��,����r �c���
L,�'T� 3 AI�dI) 4, �I.��'� �9, E�J���-��:Ee�t�C�l� ����'�"�V��I} AL�i3I'TIQl�1
;
Being a permanent sanitary sewer easement out of Lots 3 and 4, I�lock 19 of Evans-Pearson
Westwood Acidiiioti, an addition to fl�e City� of Fort Worth, Tar�•anf County, Texas as recorded in
Volume 3I0, Page l8 c>f the Plat Recards of Tay�rant Cot�nty, Te�as, said permanei�t sanitary
sewer casen�ent alsa bein� a portion of a 0.343 aere tr�ct af� land (by deed) deeded to Tarrant
Regional Water District as r�corded in County Clerk's File No. D212272137 r�f ths Deec�
Records of Tarran� C�uz�ty, Texas, said permat7ent sanitar_y sewer easement being mare
particularly ciescribed by metes ar�d bouri�is as follows:
��G�I�dI�d�I�1C� at a point for the southeast corner of said Lat 3, said point bein� the southeast
corner of said 0.343 acre tract of land, said point being the southwest corner c�f Lot ? of said
Block 19, said point being the southeast corner of a 0.343 acre tract of land (by deed) deeded tQ
Tarrant Regional Water Distric:t as re�orded itx Co�rn�y Clex�k's Pile No. D212306698 of said
Deed Records of Tarrant C�unty, `Texas, said point also being in the north line of a 10.0' Rll�y,
fi•om which a 1/2 inch i ra-�n r•od with cap stamped "Spooner & Associates" found for the southeast
con�er of Lot 1 of said Block 19 beai-s South �9 degrees S3 Yninuies Q4 seconds East, a distatYce
of 1I0,0� feet, said 1/2 inch iran rod �vitl� ca� stamped "Spoone,t• & 4ssociates" being the
southeast conier of said 0.343 acre tract of land as recorded in CotXnty C:Ierlc's File Na.
D21230fi398, said il2 incli ig•an ��od with cap stamped "�paonei• & l��sociates" alsc� being the
int�rsectian of the tivest ri,ght-of-way line oi Viola Street (a variable �uicith right-of-way} witl� the
north line of said 10.0' 1�Iley; �
� 'I'FIEirTC�+ North 89 degrees 53 inimites 04 seconds West, with �Ile so�ith linz of said Lot 3, with
the south line of said 0.343 acre tract of land as recorded itz Caunty Clerk'� File No.
D212272137 and with t11� north Iir�e of said 10.4'Alley, a di�tance of i 04.71 Feet to a
point for cot��ea;
'T�I�I'��� North 00 de�rees 06 minutes SG seconds East, a ciistai�ca of 15.00 feet ta a paii�t far
corner;
`I'�-I��I�� South 89 de�;►-ees 53 i�zinutes 04 seconds East, a distance of 10�.71 feet to a point for
corner in the east Iine of said %�t 3, saicl ��oizzt beizag in the east line oEsaid 0.343 acre
tract of land as reeorded in Counry Clerl<'s File No. D2122721;�7, said point being in
� the west line of said Lot 2, said point alsc� beil�g in the �vest lit�e of saici 0,"�43 acre
tract of land as recorded in Couniy Clerk's File No. D2123066�)8;
Exhibit A Page 1 of 2
'�'�-I��'�'�: Solttl� 00 degrees 06 minutes 56 seconds West, with east line of said Lot 3, witii the
east line of said 0.343 acre tract of l�nd as i•ecorded in Cotinty Clerk's File Nc�.
D212272137, witl� th� west lin� of said Lot 2�nd with fhe west lin� of said 0.343
acre tract of la�1d as recorded in Cc�utity Clerl<'s File No. D212�Of69$, a�istance of
15.00 feei to the �'�XI�'�` (�I+ �E�I�I:�III�1G and containing 1,571 square feet ar U.036
acres of land, mo��e or less.
�
(1) A��lat of even survey clate herewith acc;ompanies this legal descriptian.
(2) All �earin�;s and co�rdinat�s are ruferenced to tk�e Texas Coordii�ate System,
NAD-83, The North Centt�al 7o��e 4202, all distances �nd at'eas shawn are
sur-face utiliain�; a surface factor of 1.00013"752891 i6.
Daie; �pt•il 26, 2013
CLi2'iIS S}n1T11
Re�istered Professional Land Surveyor
No. 5494
,,;
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3 '�
Exhibit A Page 2 of 2
�r� i
,; . �
�HI�� �����.����� ���C�
(A VARIfiBLE WIdTH RIGI-IT-OF-WAYj
PERMAN�NT �APJITA�Y
S�ER E�SE�AENT ftRE�Q
1,571 SQ. FT. Of2
0.036 ACRES
�
�ti�
ytiQ
NA�q�4yh
c�,>0.po� (
'1�bm�
���MQ �
wk�
0
LOT 1 a R
�
LOT 6
_�
LOi 7
� Q
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0
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(,� ¢'
LfNE TABLE
LINE B�ARING DISTANCE
L-1 N 89'53'44"W 104.71'
�-2 N OQ'06'56"E 15.00'
L-3 S 89'S3'04"E 1�4.i1'
L-4 S 00°06`5&"W 15.OQ'
FND "X" IN CONC
�.' W'�. � —
zI z
LOT 4 0 � L(�T 3 LOT 2 o I LOT 1
_J J �
0.343 ACRES (BY DEED) o �Lo p��soN��.
TARRANT REGIONAL I v �E �� ���D��G� 9 B �
WATER DISTRICT �
G.C.F. Na. D212272137 � o ,�,���'$�� �.T.C.�• � L.07 5
D.R.i".C.T. o �°i I
I Q
z 0.343 ACRES (BY DEE�)
7ARRANT REGIONAL
I WATER QISTRICT
C.C.F. No, D212306698
�.a3, � D.R.T.C.T.
�--� --- �— ^— p� �ry p7 FND i /2"IR W/CAP STAMPEO
...... .......�.. .
�??^^L—Z.: '�:::: i::'i:i"'r::ii:i.iii}? .%�.V.dl. "5FOONER & ASSOCIATE5��
........�..�..�........_.........., �
�::::r .:....... ..........._ ....... _ ............._.
_ L_7 ` S 89'S3'D4"E 110.00' -�
70.0' ALLEY
VOIUME 388-138, FAGE 10 � LOT 27
LOT 26R P.R.T.C.L I
LOT 5R � o � �`o�' �m
LOT IINF (� 1 I G�.�F+q���Q�
------ — — � � ti��444Gti
� � 9 ��a�p gd �.
DEED l.lNE � � � �,y����QQ,.
OCK p�54N LOT 6R � o �w�,o
LdT 25R �VA S_p�ADDiTI GE �o �� ao
I t���� ge8-i �s7. P� � i � LOT 26
I VOLV�� F.R�x'C� �¢ LOT 10R g
� L O T 2 4 R I LOT 7R � Q `��' �0�40�6�
NOTES:
t. A t_EGAL OE$CRIPTION QF EVEN DATE ACCQMPANIES 7HIS PLAT.
2. AlL BEARINGS AND COORDINATES ARE REfERENCED TO THE T� COORDINATE
SYST£M, NAD-83, THE NORTH CENTf2Al ZONE 42p2, All DISTANCES ANp Af2�AS
SHOWIN ARE SURFACE U11L1ZING A St1RPACE FACTOft OF 1.0001375289116.
��
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�������
a o 4 � � �C•
y���°a � �o
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GQ�
60 30 0 6Q
,�,w� �� �
s:a.oe;,
u,�'
SCALE IN FEEI"
� � �£ � � � ,� �
1000 TNROCKMORTON STREEf ^ FORT YIORTH, TEXAS 76i02
€XNI817 SHOWlNG
A
PERMANENT SANITARY SEWER EASEMENT
Olfi OF
LOT 3 ANQ 4, BLOGK 19
of
EVAh15—PEARSON WESTVJOOD ADDITIQN
AN ADOITION TO YHE
CITY 0� FORT WORTI-i, TARRANT COUNTY, TEXAS
AS RECORDED IN
VOLUME 310, PAGE 18
PLAT RECORD5 OF TARRANT CQUNTY, TEXAS
DATE: APRIL 26, 2Q13 EXHIBC( B
GORRONDONA & ASSOCIATES, INC, • 7524
c��nr P�o�. n�o. oasss
CAD FILE: 05 EASEMENT REV.DIVG
S(:AI F� 1' c fin'
., f� . ... P. ...
'}� ,
t�f
cuRTis sMirH
REGISTERED PROFESSIONAL I_AND :
,T' ' .._ . �., � � � " _. t , . �.y , L hF � � ' " . ` � � x�� '� �
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§
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, ,� � � �
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GRA�1Tc�R'S MAILIIVG ADDRESS (inciuding Gounty)
.1� l�� ,11� 1 ��
�� , �,�,� � , .�:, � � -� k.�
� �� ,. � , i�.; ���;� .;,�
GRANTEE'S t�AILihJG ADDR�SS (ir�cludirr� County):
t+T,� ����►E ���
� �� � 3� �
CUNSI[��RATIC�N; Ten DoIIG�r� (�1Q,40) �nd �ther g�od and valu�bi� consideraii�n, the
recei�t and sufficiency af which i� hereby acknowledgad.
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r iR ?` ' t�; ° . � � -1� , R �� � " i y �. `� ii�
PERhAANENT SEWER FACILITY EASEMEiVT
Rev. 05/i 2/2010
Grantor, far the consideratian paid to Grantnr and other good and valuable consideration,
hereby grants, �elis, and canv�ys ta Grantee, its successors and assigns, an exciusive,
perpetua� �asement for th� construction, operatian, maintenance, replacemenY, upgrad�, and
repair af a P�rmanent Sewer Line Facility, hereaft�r r�ferred to as "Facility°. l"he Facility
includes ail incidental underground �nd abavegraund attachn7ents, equipment and
appurtenances, inciuding, but not limited to manholes, manhol� v�nts, lateral line cannections,
pipelines, junction boxes in, upon, under and across a portion af the Property and more fully
described in Exhibit "A" atfiached hereta and incorporated herein for ali pertinent purpos�s,
together wifh the right and privilege af any ai�d all tim�s to enfer Property, or any part thereof,
for the pur�ose of canstructing, operatinc�, maintaining, replacing, upgrading, and repairing said
�acilify.
in no event shall Grantor {I} use ihe Property in any manner which interferes in any maferiai way
or is inconsistent with the righfs granted h�reuiider, or (II) erect or permifi ta be eracted within
the easement proper�y a permar�ent strucfiure or building, includinc�, t�ut not limited to,
monument sign, pole sign, biliboard, brick or masanry fences or walls ar other structur�s that
require a building permit. How�ver, Grantor sha11 bc permitt�d to install and maintain �
concrete, asphait or gravel driveway, road or parking lot across the Easement Property.
Grantee sl�i�ll b� o�li�ateci t� r�st�re the s�ar�ac;� af t�r� Pr��erty at Gi'���#ee`s sc�le cast and
expense, includi��g tii� restQr�t�on �f any si�lev,ralEcs, ciriv�ways, nr similar surF�ce in�prover��ents
located upon or adjacent tca fhe Easement Tract which may have been removed, relocated,
altered, damaged, ar d�stroyed as a result of the Grant�e's use of th� easement granted
hereunder. Provided, however, thaf Grantee shalf nat be obligated to restore or replace
irrigatian sys4ems or ofiher impravements install�d in violatian of fhe provisions and intend�d use
af this Ease►�7ent.
i0 I�iAVE AR1D TC� HOLD the above-described easement, together with all and singular the
rights and appurtenances thereta in anyway beionging unto Grant�e, and Grantee's successors
and assigns forever; and Grantor does hereby bind itself and its successor and assigns to
warrant and forever d�fend all and singular the easem�nt unto Grantae, its successor and
assigns, against ev�ry person whomsoever lawfully clairrring or to claim the same, or any park
thereof.
When fhe context requires, singular nouns and pronouns inciude the plural.
PERMANENT SEWER FACfL17Y ERSEMENT
Rev. 05/i 2/2010
GF2Af�1TOR: Tarrant Regional Water District GRANT'�E: City of Fort Worfh
F�rnandc� Cast�
�ssistant City Manager
���l�l � � • �* ' � �
Assistan# Gity �ttorney
�� ��� �
STATE OF TEXAS §
COUNiY O� T/1F�RANT �
E3EFORE ME, the undersigi�ed authority, a Notary Public in and for the Siat� af Texas,
an this day personai{y appearecl , known tr� me to be fihe
same person whose n�me is subscri�ed to the fioregaing instrument, and �c6<nowledged to me
that the sam� was the �ct of and th�t h�/sh� executed
the same as the act of said _. for the purposes
and consideration thereiri expr�ssed and in the capacity therein stat�d.
GIVEN UNDEFZ MY HAND AND S�AL. O� 06=FICE this day c�f
�i7
Natary Public in and for the State of �'exas
PERMANEN7 SEWER FACILITY EtiSFMENT
ftev. 06/12/2010
� ' �� = � , . : .
S1�A`�� OF �EXA,S §
CUUNTY a� TARRANT §
��FOR� ME, the undersigned autharity, a Notary Public in and far the State af
iexas, on this day personally appeared Fernando Costa, Assistant City Manag�r of the City of
Fort Warth, knawn to me to be the sam� E�erson whose nam� is subscribed to the foregning
instrument, and acknowledged to me thaf the same was fhe �r,t of the City of Fort Worth and
thaf he/she executed the same as the act af fhe City of Fo�t War�fh for #he purpe�ses and
consideration th�rein expressed and in tiie capaciiy ii�erein stated.
GIV�N IJi�DER MY HAND AND ��/�L OF ���ICE this day of
20
Notary Public in and for the Stat� af Texas
PERA4ANENT SFWER FAGILITY EASGMENT
Rev. 05/ 12/2U 70
`TI2�I �'�IIIT'� ��`t"�'Y,EIl��+I$d'I' I�I�II�GE �'A'�'�� �I�dI) fi�I�tl'I'A�21` ���'E;�
I2EI��D� A.'I'IOP��
�'',�! I�CEL, I�to. 6
�:IT� ���.�LC`�' No. 00969
ih�I�I�'I'E SF�:'�"�LEi�C�1V'I' l��D�.I�
I.O'I'S 1 AI�tD 2, ��,:.�vIC 19, E��iI�i�-�'F�ARS��d ��5`A'��V�OI� A�T�I'1'i�N
� � t.
Being a permanent sanitary sewer easement out ot Lots 1 and 2, Block l9 of Evans-Pears�n
Westwooc� l-�ddition, an addition to tlle City of Fort ��arth, Tan•ant County, Texas as recorded in
Volu�ne 31 U, Page 1� of tl�e gla� Records of Tat-rant C.'ounty, Texas, said per�nail�nt sanitaiy
ser��er easement also being a portion of a 0.343 acre tract of land (by deed) deeded to Tarrai�t
Re�;i+�nal Water Disti7ct as recarded in County C1erk's File No. D21�306698 af the Dee�
Rect�rds of Tarrant County, Te���s, said pei-manent sai.itar� sewer easement beiiig �nare
particularly described by metes and baunds as foll���s:
$E�It��II�G at a 1/2 inch iron rod witl� cap stam�ed "Spooner & Associate.s" founci for the
sautheast corner of �aid Lot I, said ll2 inch iron rod with ca� stamped "Spoanet� 8c Associates"
being the southeast carner of said 0.343 acre traci af land, said 1/2 incll iron rad with cap
stamped "5poaner 8r f�ssociates" alsa being the intzrsection of the west right-of-way litie of
Viola Street (a variable widd� 1-ight-of-way) witll �he norfh line of a IQ.O' Alley;
T�IEI�1�� Norih 89 de�,nees 53 minutes 04 seconds West, vvitl� the sautl� line of said Lat 1, wit}i
the south line of said 0.343 acre tract of land az�d with the z�orth line of said 1Q.0'
Alley, a distance of 110.00 feee tc� a point for the southwest corner of sazcl Lot 2, said
paint being the soutllwest corner of said 0.343 acre tract oi' lai��l, said point bein� the
southeast eorner of Lat 3 of stjid £31ack 14, said point being the southeast corner of a
0.3�#3 �cre tract of land (by deed) deeded to Tarraalt Regio�lal Water District as
recorded in County Clerk's i�ite N��. D2I2272137 of said Deed Records of Tari•ant
County, Texas;
'I`IIEI��� Norih 00 de�,n�ees OC minutes S6 seconds East, with the west line of said Lot 2, with
fhe west line �of saicl 0.343 acr�. tract of land as recorded ii� County C1�i•k's Fil� 1�'0.
D21?_30669&, with tlle eas� line of said I.ot 3�nd with the east line of said 0343 acre
tract of laiid as rec�rcled in County Clerlc's Fil� No, D212272137, a distanc;e of 5,00
feet to a p�irlt for conier;
Ext�ibit A P��ge 1 of 2
'I'�IET�t�:�, Sputh 89 cicgrees 53 minutes 04 secouds East, a distatice af 110,00 feet to a point f��r
eorner in tl�e past line of said Lot 1, said point being in the e�st line ot saici 0.343 acre
tract of land as recorded in County Clerk's File No. D212306698, said point also
being in the west right-of-way line of said Viol� Street, from which an "X" cr.it in
conei•ete found for the northeast conaer of s�id Lot 1 bears Nortli 00 degrees OG
i��inutes S6 seconds East, a clistance of 1� 1,00 feeti, said "X" cut in cancrete being tlie
northeast cornet• of said 0.343 acre tract of lancl as rec�rded in County Clerk's File
1Vo. I7212306698, said "X" cGit in concrete also being the intersection of the west
right-o�=way line of said Vio1a Street witli �he south right-of-way line of White
Seftlemei�t I4.��d (a vaz-za�le width ri�ht-of way};
�'�-I�I'��'�• South 00 �iegrees Ob minutes 56 secotids West, with the east Iin� of said Lot I, witll
the east line of said 0.343 aci•e tracf �f land as recorded in Cout�ty Clerk's I�ile No.
I�2123Q6698 and ���itl� the west right-nf-way line of said �Iio1a Street, a distanc;e of
S.QO feet to the �C�IIV`T ��' �EG�Ni�tI�� ancl cont�inin� SSO sqliare feet or O.dl3
acres af Jand, more or l�ss.
,,�
(1) A plat of even survey date het�ewith �eeompa«ies this ]eg�l description.
(2) All bearings and coordinates are retereticed to t17e Texas C«ordinate Systern,
NAI-)-$3, The North C'entral Zone 4202, all distances and areas sl1o���n are
surface ut�ilizing � surfac� factor of 1.0001375289116.
Date: Apri126, 2013
CurCis Smith
Registered ['rafessional Larid 5urvey�r
No. 5494
I::chibit A Page 2 of 2
LINE TABLE
LINE BEARING DISTANGE
L-1 N 8�J'S3'04�"�'� 110.00i`
L-2 N OQ°Q6'56'°E 5.00'
L-3 S 89`53'04"E 110.00'
L-4 S 00°Q6'56"W 5.00`
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SGALE IN FEEf
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��I�� � �������� �i���
{A VRRIABLE W;pTN RIGHT-OF-WAY) ��p �x" iN coNc
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LOT 4 J I LOT 3 LOT 2 J � LO�( 1 n
� � � �ai 5
0.3M13 ACRES (BY DEED)
I TAf:�J+NT REGIONAI 4VATER QISTRICT � 0.343 AGRES (BY DEEf�) ' W
( C.C.F. No. D212272137 I TARRANT REGIfJNAL i;� �
o.R.r.c.r. WA7ER DIS7RIGT a
�ypC� ��SON GC,F. No. Q2123Cl6698 � (
������p ���I�yii� � D.R.T.C.T. Z
�' U�� �� T.C�� �� `i � �
�'OL p.�� ..� L-3 �
_ _ ,L -:.-�:.�:: :: .�-.-..:-.:-. �
L-1 �
10.0� ALLEY —' �
1
�LOT 26R J
LOT LINE
PERR�ANEPVT SAPftTARY
SE�NER EASEMEP1i AR�4
550 S F1' OFi
. .., . v..
FND 1/2"IR W/CAP STAMPE
"SPOONER & ASSOCIATES"
� J
� LOT 27
�.Qi3 ACFdE� I � �j M�yo��°�tie�
LOT 5R � (.�..� � � qG�q�,�A44��� v
�
� DFED IINE I �� I ���oa4g� �
�---
� � �R��.
� I.OT ?_5R BL� pEARS�NoN LOT 6R I d ��,Qy�
�fi�T�pOA g gD�pAG� 50 � � �1
� W LOT 26
gg8-� C T �
Vo�u�� �•�'T� ^ m LQT 1OR g
LOT 24R LOT 7R �`t `1'�, y0�14�66
} �t��,@�����v
a a 4 e� � �•
4y �� � Q U'
N4TES:
1. q kECi�t. JE.��CR(i'Tl�ht UF EVFN �+t�TE �kCC4l.{PANIES TH(S PLAT.
2. A!1 BEAf?INGS AND COORDINATES ARE REfERENCEO TO TNE TEXAS COpR01NATE
3YSTEM, NAb-83, THE NpRTN CENTR,4l ZONE 42Q2, ALL OISTANCES AND AREAS
SHU'rVN ARE SURFACE liTil_IZING A �URFACE FACTOR OF iA0013752H9t 16.
� �
��
��
�� ` � � � �� � �. � � �
iGC7u 7P�ftOCKMCIF�Tt3;� �TPE'=i •�(l�:'� 4Yt}n`N, TEYa, fE.il2
EXHIBIT SHOWING
A
PERMAhIENT SANITARY SEWER EASEMENT
OUT OF
LOT 1 AND 2, BLOCK 19
at
EVANS-i'EARSON NJE57WOQ� ADDITION
AN ADDITION TO THE
CITY OF FORT WORTH, TARRANT CQUNTY> TEX,45
A5 RECORqEO IN
VOLUME 310, PAGE t�
PLAT RECORDS OF TARRANT COUNiY, TEXA5
AREA 550 SQUARE FEEf OR �.013 ACRES CITY PRQJ. No. 00969
12f4.00 Df2A�WM BY: JGE CAO FILE: 06 EASEMEt�fT REV.QWG
3, 2Q13 EXfilE3ii E PAGE 1 OF 1 SCAl.E: 1° = 60'
_ _ -- — ---
IIJA 8t AS50CIAiES. INC. < 7524 JAGK NEWEIL 60ULE1/ARO 5{7UiH �OR7 WOkTH. 7X. 76158 �
',..., �", ... :�. ,'; ,'
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CURTIS SMITH
REGISTEREO PROFESSIONAL LAN� SURVEYpR
7-495-1424 FAX 817-�586-i?68
GC-4.02 Subsu�fa�e and Phys�cal Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
C1T1' OF ['ORT WORTH TRV — Parts 6& 12— White SetUement Bridge
STANDARD CONSTRUCTION SPBCIF[CAT[ON DOCUMGNTS Water and Sanitary Sewer Relocations
Revised Juty I, 201 I Ciry Praject No. 00969
GEOTECHNICAL ENGINEERINC REPORT
� �
� :
WATER AND SANITARY SEWER RE�OCATIONS FOR THE TRINITY RIVER VISION
PHASE 2A IMPROVEMENTS - PART 6- WHITE SETTLEMENT BRIDGE PHASE I
FORT WORTH, TEXAS
GEOTECHNICAL ENGINEERING REPORT
Water and Sanitary Sewer Reic:.ations for the Trinity River Vision
Phase 2A Improvements — Part 6— White Settlement Bridge Phase
Fort Worth, Texas
Prepared by:
� �
,
, ��
Gorrondona & Associates, Inc.
Prepared for:
I<imley-Horn & Associates, Inc.
801 Cherry Street, Unit 11, Suite 950
Fort Worth, Texas 76102
Attention: Mr. Ryan D. Owen
November 2012
G&AI Project No. 12-0247
GORRONOONA Hc ASSOCIATES, INC. — TEXAS ENGINEERING FIRM REGISTRATION NO. F-7933
�o��t�c�nclon� As�c��i����, Inco
November 30, 2012
Mr. Ryan D. Owen
I<imler-Horn & Associates, Inc.
801 Cherry Street, Unit 11, Suite 950
Fort VVorth, Texas 76102
Re: GEOTECHNICAL ENGINEERING REPORT
WATER AND SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION PHASE 2A
IMPROVEMENTS — PART 6— WHITE SETTLEMENT BRIDGE PHASE I
FORT WORTH, TEXAS
G&AI Project No. 12-0247
Dear Mr. Owen:
Gorrondona & Associates, Inc. (G&AI) is pleased to submit our Geotechnical
Engineering Report for the above-referenced project. This investigation was
performed in accordance with the Kimley-Horn & Associates Individual Project
Order No. 061018052-14.
We appreciate the opportunity to worl< with you on this project. We lool< forward
to providing you with geotechnical and materials testing and inspection services
during the construction phase of this project.
Please contact us if you have any questions or require additional services.
Respectfully submitted,
Jenell S. Strachan, P.E.
Senior Engineer
Telfryn L. John, P.E.
Geotechnical Area Manager
11710 North Freeway • Suite 700 • Houston, Texas 77060 • 281.469.3347 o Fax 2II1.469.3594
Gorrondona & Associates, �na — Texas Engineering Firm Registration No. F-7933
TABLE OF CONTENTS
Pa�e
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 .........................................................................
4.3 Soil/Rocl< ........................................................................
4.4 Groundwater .................................................................
�
......,... 4
.......... 5
.......... 6
4.5 Potential Petroleum Contamination ........................................................................... 7
5.0 Analysis and Recommendations .................................................................................... 7
5.1 Seismic Site Classification ........................................................................................... 7
5.2 Construction Excavations ............................................................................................ 8
5.3 Groundwater Control .................................................................................................. 8
5.4 Earthworl< ....................................................................................................................9
5.4.1 Fill ....................................................................................................................... 9
5.4.2 Testing ................................................................................................................9
5.5 Buried Structures ........................................................................................................ 9
5.6 Buried Pipe ................................................................................................................ 10
5.7 Tunneling ...................................................................................................................11
6.0 Construction Observations .......................................................................................... 12
7.0 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 ENGIIL'E�RING REPORT
Water and Sar;tary Sewer Relocations for the Trinity River Vision Phase 2A
Improvements — Part 6— White Settlement Bridge Phase I
Fort Worth, Texas
1.O INTRODUCTION
Proiect �ocation. The project site is locate� near the intersection of Greenleaf Street and
I<ansas Street, in Fort Worth, Texas. The general location and orientation of the site are
provided in Appendix A- Project �ocation Diagrams.
Proiect Description. The project consists of about 620 horizontal feet (LF) of new water line
along portions of Kansas Street and Greenleaf Street in Fort Worth, Texas. Construction by
methods other than open cut (i.e., tunneling) will be performed for the proposed water line.
We understand the tunnel horizon will be about fifty (50) feet below grade.
Proiect Authorization. This geotechnical investigation was authorized by Mr. Glenn A. Gary
with I<imley-Horn & Associates, Inc. and performed in accordance with I<imley-Horn &
Associates Individual Project Order No. 061018052-14.
Purpose and Methodolo�y. 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 Re�ardin� 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, lil<e 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. Any necessary clarification to this report will be provided at no
charge.
G&AI Project No. 12-0247 Page 1
Report Specificity. This report was prepared to meet the specific needs of the client for the
specific project identified. Recommendations cor,tained 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.O FIELD INVESTIGATION
The subsurface investigation for this project is summarized below. Boring locations are
provided in Appendix B- Boring l.ocation Diagram.
Boring Nos. Depth, feet
BH-67 54.6
BH-68 54.1
BH-69 54.8
Date Drilled
9/12/2012
9/14/2012
9/17/2012
Location
Along Water Line Alignment
Along Water Line Alignment
Alon� Water Line Ali�nment
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.
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 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 pacl<aged to maintain "in situ" moisture content.
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 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 (Ib) hammer falling freely 30 inches. The number
of blows for the last 12-inches of a standard 18-inch penetration is recorded as the Standard
G&AI Project No. 12-0247 Page 2
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 �ene Penetration (TCP) test was used to assess the apparent in-place strength
characteristics of the rocl< 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 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 are shown on the boring logs.
Upon completion of the borings, the boreholes were bacl<filled from the top and plugged at
the surface.
3.O 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 �aboratory 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 Soi) Constants
ASTM D422 Standard Test Method for Particle-Size Analysis of Soils
ASTM D1140 Standard Test Methods for Amount of Material in Soils Finer than the No. 200 (75-µm)
Sieve
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
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 D2487 Standard Classification of Soiis for Engineering Purposes (Unified Soil Classification
System)
G&AI Project No. 12-0247 Page 3
Test Procedure Description
ASTM D2850 Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on
Cohesive Soil
ASTM D4220 Standard Practices for Preserving and Transporting Soi) Samples
ASTM D4318 Standard Test Methods for Liquid Limit, Plastic limit and Plasticity Index of Soiis
ASTM D4643 Standard Test Method for Determination of Water (Moisture) Content of Soil by the
Microwave Oven Method
ASTM D 4644 Standard Test Method for Slake Durability of Shales and Similar Weal< Rocks
ASTM D7625 l.aboratory Determination of Abrasiveness of Rocl< Using the CERCHAR Method
Manufacturer's Soil Strength Determination Using a Torvane
Instructions
4.O SITE CONDITIONS
4.1 General
Review of Aerial Photo�raphs. Historical aerial photographs of the site were reviewed for
potentia) past alterations to the site which could impact geotechnical design conditions.
Specifically, aerial photographs were reviewed to visually assess obvious areas of significant
past cut or fill on site. Reviewed aerial photographs are included in Appendix D- Aerial
Photographs. Aerial photographs were reviewed for years 2012, 2007, 2003, 2002 and 1995.
Aerial photographs indicate the existing road on the site since at least 1995. Due to
construction of existing road on the site, we would expect 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 lacl< 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.
Topo�raphy. A United States Geological Survey (USGS) topographic map of the site is
provided in Appendix E- USGS Topographic Map. The map indicates the site 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
Geolo�ic Formation. The project site lies in area of alluvium and terrace deposits underlain
by the Fort Worth Limestone and Ducl< Creel< 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.
G&AI Project No. 12-0247 Page 4
The Fort Worth Limestone consists of limestone and clay and the Ducl< Creel< formation
car�sists of limestone and marl.
Geolo�ic Faults. A geologic fault study was beyond the scope of this investigation.
4.3 Soil/Rock
Strati�raphy. Descriptions of the various strata and their a�proximate depths and thicl<ness
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.
Gensraiized Subsurface Conditions along Proposed Water Line
{Borings BH-67 to BH-69)
Nominal Depth, feet bgs
(Except as Noted) ' General Detailed Description of
Top of Bottom of ' Description Soils/Materials Encountered
Layer ` Layer
0 3.5- to 7.5- ASPHALT/CONCRETE CONCRETE: 7.5-Inches CONCRETE at surface of boring
Inches BH-67.
ASPHALT: 3.5-Inches ASPHALT at surface of borings
BH-68 and BH-69.
3.5- to 34 to 38 LEAN CLAY, FAT CLAY Soft to very stiff LEAN CIAY (CL)/LEAN CLAY WITH SAND
7.5- AND C�AYEY SAND (CL), soft SANDY FAT CLAY (CH) and firm CLAYEY SAND
Inches (SC).
34 to 38 39.5 to 43.5 SAND AND 6RAVEL Medium dense to very dense POOR�Y-GRADED SAND
WITH CLAY AND GRAVEL (SP-SC) and medium dense to
very dense POORLY-GRADED GRAVEL WITH CLAY AND
SAND (GP-GC).
39.5 to 41 to 44 WEATHERED ROCK Soft to hard TAN, WEATHERED LIMESTONE.
43.5 (FORT WORTH LIMESTONE AND DUCK CREEK
FORMATION, UNDIVIDED).
41 to 44 54.1 to 54.8 ROCK Hard to very hard MARL and hard to very nard GRAY
LIMESTONE.
(FORT WORTH LIMESTONE AND DUCK CREEK
FORMATION, UNDIVIDED)
Note: Boring Termination Depth = 54.1- to 54.8-feet bgs.
Swell Potential. Atterberg (plastic and liquid) limits were performed on 6 shallow soil
samples obtained at depths between 2- and 15-feet bgs. The plasticity index of the samples
was between 16 and 26 with an average of 22 indicating that the soils have a moderate
potential for shrinking and swelling with changes in soil moisture content.
Unconfined Compressive Stren�th of Rocl<. Unconfined compressive strength tests were
performed on selected limestone samples and are summarized below.
G&AI Project No. 12-0247 Page 5
Roc!< Sample Compressive Strength Results
Boring No. Depth Interval (feet bgs) Compressive Strength (tsf)
BH-67 45 - 50 555
BH-67 50 - 55 762
BH-68 45 - 50 368
BH-68 50 - 55 388
BH-69 45 - 50 230
CERCNAR Test Results. CERCHAR testing was performed on selected rocl< samples. Results
of the abrasiveness of rocl< 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 Res!!Its
Boring Depth, (ft) Average CECHAR CAI Classification
Location Abrasive Index (CAIj
BH-67 47.38 - 47,49 0.5 Very low Abrasiveness
BH-67 49.65-49.76 1.5 Low Abrasiveness
BH-68 48.08 - 48.19 1.2 �ow Abrasiveness
BH-69 48.55 - 48.66 0.5 Very Low Abrasiveness
BH-69 53.26-53,37 1.4 Low Abrasiveness
Slal<e Durability Test Results. Slal<e durability testing was performed on three selected rocl<
samples. Results of the Slal<e durability tests using ASTM D 4644 are summarized in the
following table. Test reports are included in Appendix C— Boring Logs and Laboratory
Results.
Slal<e Durability Test Results
Boring Depth, (ft) Slal<e Durability Water Temp Natural Water Description of
Location Index, (%o) Average (°C) Content, (%) Fragments*
BH-68 45.0 - 46.0 80.4 20 8.8 Type II
BH-69 46.4 - 47.7 85.2 19 8.0 Type II
BH-69 48.5 - 49.6 67.1 19 9.6 Type II
*Note: Type II — Retained materials consist of large and small fragments.
4.4 Groundwater
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.
G&AI Project No. 12-0247 Page 6
Boring No. Depth Groundwater Jnitially Groundwater pepth Measured
Encountered (feet, bgs) 15 Minutes After the Initial
Reading (feet, bgs)
BH-67 14.0 Not Measured
BH-68 16.0 25.5
BH-69 16.0 15.8
Piezometers were installed at boring locations BH-67 to BH-69. Groundwater levels in the
piezometers were measured on Septer�ber 28, 2012. Groundwater levels encountered in
the piezometers on September 28, 2012 are identified below.
Piezometer Groundwater Depth after Groundwater Depth after
No. 10 Days (feet, bgs) 30 days (feet, bgs)
BH-67 17.0 11.5
BH-68 16.0 12.7
BH-69 18.0 13.5
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.
4.5 Potential Petroleum Contamination
We did not observe odors or staining of the soils in the project borings BN-67 to BH-69. An
environmental site assessment was beyond the scope of this project.
S.O 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 as referenced in the 2012 IBC, the
seismic site classification for this site is C.
G&AI Project No. 12-0247 Page 7
5.2 Construction Excavations
Sloped Excavations. All sloped short-term construction excavations on-site should be
designed in accordance with Occupational Safety and Health Administration (OSHA)
excavation standards. Borings from this investigation indicated that the soils may be
classified per OSHA regulations as Type B from the ground surface to a depth of 20-feet bgs.
For Type B soils, short-term construction excavations may be constructed with a maximum
slope of 1:1, horizontal to vertical (H:V). If excavations are to be deeper than 20-feet, we
should be contacted to evaluate the excavation. Recommendations prcvided herein are not
valid for any long-term or permanent slopes on-site.
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 feet (pcf) to a depth of 16-feet and 95 pcf below a depth of 16-feet. 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 bacl< 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.
Before proceeding, we should be contacted to evaluate construction excavations with the
potential to affect nearby structures or other improvements.
Excavation Monitorin�. 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.
5.3 Groundwater Contro)
Groundwater was encountered at depths as shallow as about 11-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 will 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
G&AI Project No. 12-0247 Page 8
could include submersible pumps in slotted casings, well points, or eductors. The contractor
' should submit a groundwater control plan, preparecl. k�y a licensed engineer experienced in
that type of worl<.
5.4 Earthwork
5.4.1 Fill
General Fill. General fill may be placed in improved areas outside of building pad 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.
Fiil 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
compacted to at least 92 percent maximum dry density (per ASTM D-698) and at a moisture
content within ±4 percentage points of optimum.
5.4.2 Testing
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 foilowing
minimum soil compaction testing be performed: one test per lift per 100 linear feet of utility
backfill, where applicable. If the materials fail to meet the density or moisture content
specified, the course should be reworked as necessary to obtain the specified compaction.
G&AI cannot assume responsibility or liability for recommendations provided in this report if
construction inspection and/or testing is performed by another party.
5.5 Buried Structures
Applicability. Recommendations in this section are applicable to the design of any buried
structures associated with this project.
G&AI Project No. 12-0247 Page 9
Uplift. Buried 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 wil!
lil<ely become saturated during periods of heavy rainfall. For design purposes, we
recommend the groundwater level be assumed at a depth of about 11-feet bgs. Resistance
to uplift pressure is provided by soil sl<in friction and the dead weight of the structure. SI<in
friction should be neglected for the upper 3 feet of soil. A sl<in 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 ae
determined using an equivalent fluid weight of 65 pounds per cubic foot (pcf) above the
groundwater table and 95 pcf below the groundwater table. This includes hydrostatic
pressure, as appropriate, 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 ful) 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 130 pcf above the groundwater table and 70
pcf below the groundwater table. This does not include surcharge loads. The vertical load
produced by a surcharge may be computed as 100 percent of the vertica) surcharge pressure
applied as a constant pressure over the full width of the buried structure.
Foundations. The net increase in bearing pressure below routine buried structures for a
water line construction is generally negligible. Provided that the buried structure is
underlain by firm, undisturbed soil, the ground surface over and adjacent to the structure
remains at about the same level prior to construction, and no additional load is applied to
the structure, we expect post-construction settlements of buried structures to be negligible.
Empty buried structures below the groundwater table will be subject to buoyant forces.
Buoyant forces on buried structures will be resisted by the dead weight of the structure,
effective weight of the soil above the structure, and sl<in friction previously described.
Limitations. Recommended design pressures provided herein do not include loading due to
tunnel installation, where applicable. Depending on the type of tunnel, loading on piping
due to construction can far exceed stresses induced by soil and surcharge loading and may
dictate piping selection. Where appropriate, loading on piping due to tunneling should be
factored into the design of buried piping.
5.6 Buried Pipe
Applicability. Recommendations in this section are applicable to the design of buried piping
placed by open cut methods associated with this project.
G&AI Project No. 12-0247 Page 10
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 blocl<s will be developed by friction
developed along the base of the thrust block and passive earth pressure acting on the
vertical face of the blocl<. We recommend a coefficient of base friction of 0.3 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 (psfj
Native Clay 2,000
Sand 100 x Depth (in feet)
Compacted Clay Fill 1,500
�imestone 3,000
Note: Passive resistance should be neglected for any portion of the thrust blocl< within 3
feet of the final site grade. The allowable passive resistance for native clays is based on
the thrust block bearing directly against vertical, undisturbed cuts in these materials.
Beddin� and Bacl<fill. Pipe bedding and pipe-zone backfill for the water and sanitary sewer
piping should be in accordance with TxDOT standard specification Item 400 or the local
equivalent. 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. Excavated site soils will be utilized to backfill the trenches above the pipe-zone.
Backfilled soil should be placed in loose lifts not exceeding 8-inches and should be compacted
to at least 95 percent maximum dry density (per ASTM D-698) and at a moisture content
between optimum and,4 percent above optimum moisture content.
Trench Settlement. Settlement of backfill should be anticipated. Even for properly compacted
bacl<fill, filis in excess of 8 to 10 feet are still subject to settlements over time of about 1 to 2
percent of the total fill thici<ness. 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.
5.7 Tunneling
General. We understand the design and means and methods for constr�action 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
G&AI Project No. 12-0247 Page 11
temporary tunnel access shaft excavations less than 20-feet in depth. Design
recommendations prov�ded 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 fifty (50) feet below grade.
Boring logs indicate rocl< was encountered at the anticipated tunnel depth. Limestone and
marl was encountered at each boring at depths of about 39.5- to 43.5-feet bgs and extended
to boring termination depths. Variable soils consisting of SANDY FAT CLAY, LEAN CLAY, LEAN
CLAY WITH SAND, CLAYEY SAND, POORLY-GRADED SAND WITH CLAY AND GAVEL and
POORLY-GRADED GRAVEL WITH CLAY AND SAND were encountered above the rocl<
(limestone and marl), Tunneling within rocl< should be anticipated. Based on subsurface
conditions at the time of this study, anticipated tunnel depths were 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.O CONSTRUCTION OBSERVATIONS
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. Anomalies in subsurface conditions are often revealed during construction. G&AI
should be retained to observe earthworl< and foundation installation and perform materials
evaluation and testing during the construction phase of the project. This enables the
geotechnical engineer to stay abreast of the project and to be readily available to evaluate
unanticipated conditions, to conduct additional tests if required and, when necessary, to
recommend alternative solutions to unanticipated conditions. Until these construction
phase services are performed by the project geotechnical engineer, the recommendations
contained in this report should be considered as preliminary.
It is proposed that construction phase observation and materials testing commence by the
project geotechnical engineer at the outset of the project. Experience has shown that the
most suitable method for procuring these services is for the owner to contract directly with
the project geotechnical engineer. This results in a clear, direct line of communication
between the owner and the owner's design engineers and the geotechnical engineer.
G&AI Project No. 12-0247 Page 12
7.O rF�I�RAL COMMENTS
The analyses, conclusions anu 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 expioratory borings are representative of the subsurface conditions throughout the site;
that is, the subsurface conditions everywhere are not significantly different from those
disclosed by the borings at the time they were cc�mpleted. If during construction, different
subsurface conditions from those encountered in our borings are observed, or appear to be
present in excavations, �ve must be advised promptly so that we can review these conditions
and reconsider our recommendations where necessary. 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.
G&AI, Inc. should be retained to review those portions of the plans and specifications for this
particular project that pertain to earthworl< and foundations as a means to determine
whether the plans and specifications are consistent with the recommendations contained in
this report. In addition, we are available to observe construction, particularly the
compaction of structural fill, or backfill and the construction of foundations as
recommended in the report and such other field observations as might be necessary.
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 sl<ill
ordinarily exercised under similar conditions by reputable members of our profession
practicing in the same or similar locality. No warranty, expressed or implied, is made or
intended.
G&AI Project No. 12-0247 Page 13
Appendix A- Project Location Diagrams
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Appendix C- Boring Logs and Laboratory Results
����m Gorrondona&Associates BORING NUMBER BH�6%
��� � 11710 North Freeway, Suite 700, Houston, TX 77060
%� �` 7524 Jack Newell Blvd. So, Fort Worth, Texas 76118 PAGE 1 OF 1
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����aq��� 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 White Settlement Bridqe Phase I
PROJECT NUMBER 12-0247 PROJECT LOCATION Fort Worth Texas
DATE STARTED 9/12/12 COMPLETED 9/12/12 GROUND EIEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVE�S:
DRILLING METHOD Auqer 0 to 44.5 feet, Rock Corinct from 44.5 to 54_6 feet � AT TIME OF DRILLING 14.0 ft
LOGGED BY JB CHECKED BY VC AT END OF DRILLING Not Measured
NOTES AFTER DRILLING --
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�����ffi��� Gorrondona&Associates BORING NUMBER BH'60
� � 11710 North Freeway, Suite 700, Houston, TX 77060
��� �' 7524 Jack Newell Blvd. So, Fort Worth, Texas 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 White Settlement Bridcie Phase I
PROJECT NUMBER 12-0247 PROJECT LOCATION Fort Worth Texas
DATE STARTED 9/14/12 COMPLETED 9/14/12 GROUND ELEVATION ___ __ HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER �EVELS:
DRILLING METHOD Auger: 0-38.0 ft; Wash: 38.0-44A ft; Coring: 44.0-54.1 ft � AT TIME OF DRILLWG 16A ft
LOGGED BY _ DL_8� J_B CHECKED BY VC __________ AT END OF DRILLING 15.5 ft (Mesaured 15 min. after the initial readinq.
NOTES AFTER DRILLING --
ATfERBERG �-
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°� O MATERIAL DESCRIPTION W� > C'J �� Q w w > N °' rn' � Z o. ~ w � f-- � v X O�
wo� �-' a� �� mo> Y" �`" �� o N �" �t- �� �� �o c>�
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o °- �-
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�LEAN CLAY (CL)ILEAN CLAY WITH SAND (CL) -
/Soft to very stiff, dark brown. ST 3.5 18
jST 3.75 18 34 14 20 86
/ ST 3.25 10
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j
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j --
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w
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Q ST 1.0 20
a / Soft, brown. __
o / ST 1.0 17
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� SS 15-23-25 15 10
W : � SS 48
� LIMESTONE - Hard, tan, weathered. TCP 17-33-
W (Fort Worth Limestone and Duck Creek Formatio , 50(3" 10
_ - Undivided) 100/2"
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N - (Fort Worth Limestone and Duck Creek Formatio ,
Undivided) 97
N 50 LIMESTONE - Very hard, gray. R� �62)
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"' �� Undivided)
0
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c�
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�
������� Gorrondona&Associates BORING NUMBER BH-69
�/�" � 11710 North Freeway, Suite 700, Houston, TX 77060 PAGE 1 OF 1
�°�9 �� 7524 Jack Newell Bivd. So, Fort Worth, Texas 76118
�m����', 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 White Settiement Bridqe Phase I
PROJECT NUMBER 12-0247 PROJECT LOCATION Fort Worth, Texas
DATE STARTED 9/17/12 COMPLETED 9/17/12 GROUND ELEVATION HOLE SIZE
DRI�LING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer: 0-3E.5 ft; Wash: 36.5-44.5 ft; Corinq: 44.5-54.75 ft � AT TIME OF DRILLING 16.0 ft
LOGGED BY DL & JB CHECKED BY VC AT END OF DRILLING 15.8 ft (Measured 15 min. after the initial reading
NOTES AFTER DRILLING --
ATfERBERG E—
a o z a� � •N � W o LIMITS W
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10 j ST 4.5 18
j
j ---
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Client;
Project Name:
Project Location;
Test Date
Tested By
Checked E
Gorrondona Associates, Inc.
White Settlement Bridge Phase I
Fort Worth, TX
9/26/12-9/29/12
jsc
Slake Durability of Shales and Similar Weak Rocks
by ASTM D 4644
Boring Sample Depth, Visual Slake water Temp As-Received Description
ID ID ft Description Durabiloty Avera e°C Water of
Index /o g Content % Fragments
BH-68 --- 45.0-46.0 --- 80.4 20 8.8 Type II
Comments: Descriotion 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:
� � � �" x �
� f,`�.j
�� r' M. . E:<, ��� # c..� i
t� �� {� � F �: `t `�
Boring Sample Depth, Visuai Slake Water Temp As-Received Description
ID ID ft Descri tion Durability o Water
P Index % Average C Content %°f Fragments
BH-69 --- 46.4-47.7 --- 85.2 19 8.0 Type II
Slake Durability of Shales and Similar Weak Rocks
by ASTM D 4644
Client: Gorrondona Associates, Inc,
Project Name: White Settlement Bridge Phase I
Project Location: Fort Worth, TX
GTX #; 12281
Test Date: 9/26/12-9/29/12
Tested By: jsc
Checked Bv: m �d
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 exciusively small fragments
Before Test:
After Test:
� � d i
4 '� 6 � �l
�k��.ro �� � , � � < � .s �� .<�
t: � s' t{ ' ;� a�
Client:
Project Name:
Project Location
GTX # :
Test Date:
Tested By:
Gorrondona Associates, Inc.
White Settlement Bridge Phase I
Fort Worth, TX
12281
9/26/1Z-9/29/12
jsc
Slake Durability of Shales and Similar Weak Rocks
by ASTM D 4644
Slake As-Received Description
Boring Sample Depth, Visual Water Temp
ID ID ft Description Durabiloty Average °C Watero of
Index /o Content /o Fragments
BH-69 --- 48.5-49,6 --- 67.1 19 9.6 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:
Test;
Appendix D - Aerial Photographs
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sci�nc� far a+c►�angirt� worJd
- • - • - � - � �
Mineral Resources > dnline Spatial Data > Geology > by state > Tex�s
�
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alluvium
State Texas
Name allUVlUm
Geologic age phanerozoic � Cenozoic � Quaternary � Holocene
Original map label Qa I
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 s�nd
Secondary rock type silt
Otherrock types ���y ar mud; gr�vel
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 oi Texas, Bureau of Economic Geology,
scale 1:250,000.
_ ..._._._.__._._..._ __ _ _ __..._..._ ... .................__......___._. ._ . ._....... ..._._......._._..._.............__.................... _................................_..._....._ ..._..._......
Bureau of Economic Geology, 1976, Crystal City-Eagle Pass Sheet,
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 Atias
of Texas, B�.�reau 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.
Geographic coverage Anderson - Andrews - Angelina - Aransas - Archer - Armstrong -
Atascosa - Austin - Bastrop - Eiaylor - Bee - L3ell - Bexar - 131anco -
Barden - Bosque - Bowie - Eirazoria - Brazos - Brewster - Br-iscoe -
Broo{<s - Brown - Burleson - Burnet - Caldwell - Calhoun - Callahan -
Cameron - Camp - C7ss - Chambers - Cherol<ee - Childress - Cl�y -
Co{<e - Coleman - Collin - Collingsworth - Colorado - Comal -
Comanche - Concho - Cooke - Coryell - Cottle - Crane - Crockett -
Crosby - Cuiberson - dallam - Dallas - Dawson - Deaf Smith - Delta -
Denton - DeWitt - Dickens - Dimmit - Donley - Duva) - Eastland -
Ector - Edwards - Ellis - EI Paso - Erath - Falls - Fannin - Fayette -
Fisher - Floyd - Foard - Fort Bend - FranFdin - Freestone - Frio -
Galveston - Garza - Gillespie - Glasscock - Goliad - Gonzales - Gray -
Grayson - Gregg - Grimes - Guadalupe - Hale - Hail - Hamilton -
Hansford - Hardeman - Hardin - Harris - Harrison - Hartley - Hasl<eli
- Hays - Hemphill - Henderson - Hidalgo - Hiil - Hood - I-lopkins -
Houston - Howard - Hudspeth - Hunt - Hutchinson - Irion - Jack -
Jackson - Jasper - Jeff Davis - Jefferson - Jim Hogg - Jim V�,�ells -
Johnson - Jones -{<arn�s - Kaufman - Kendall - Kenedy - Kent - I<err
- Kimble - King - Kinney - Kleberg - Knox - Lamar - Lampasas - La
Salle - Lavaca - Lee - Leon - Liberty - Limestone - Live Oal< - Uano -
�oving - Lubbocl< - McCulloch - McLennan - McMullen - Maciison -
Marion - Martin - Mason - Matagorda - Maverick - Medina - Menard -
Midland - Milam - Mills - Mitchell - Montague - Montgomery - Morris -
Matley - Nacogdoches - Navarro - Newton - Nolan - Nueces - Dldham
- Orange - Palo Pinto - Panola - Parker - Pecos - Polk - Potter -
Presidio - Rains - Randall - Reagan - Red River - Reeves - Refugio -
Roberts - Robertsan - Rockwall - Runnels - Rusk - Sabine - San
Augustine - San )acinto - San Patricio - San Saba - Schleicher -
Scurry - Shackelford - Shelby - Sherman - Smith - Sornervell - 5tarr
- 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 -
Wiibarger - Willacy - Williamson - Wilson - Winkler - Wise - Wood -
Young - Zapat� - Zavala
U.S. Department of the Interior � U.S. Geological Survey
URL: ht�p:J/mrdata.usgs.gov/geology/state/sgmc-unit.php?unit===TXQa1;0
Page Contact Information: Peter Schweitzer
�
�
s�ienc� la�r � +�t��n�ir�g warld
- ' • • � �
Mineral Resources > online Spatial Data > Geology > by state > Texas
� �r���� � ����
Terrace deposits
State Texas
Name Terrace deposits
Geologic age Phanerozoic � Cenozoic � Quaternary � Pleistocene
Holocene
Original map label (�t
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, �issie, 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 ��i�i'�Ce
Secondary rock type sand
Other rock types gr�Vel; silt; clay or mud
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 Survev Miscellaneous Investigations Series Map I-1420
' (NH-14), scale 1:1,000,000.
[http://pubs.er.usgs.gov/pubiication/i 1420(NH 14)]
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.
Geographic coverage Anderson - Angelina - Archer - Armstrong - Atascosa - Austin -
Bandera - Bastrop - Bayior - Bee - Bell - Bexar - Bianco - Borden -
Basque - Bowie - Brazos - Brewster - Briscoe - Brown - Burleson -
Burnefi - Caldwell - Callahan - Camp - Cass - Cherokee - Childress -
Clay - Coke - Coleman - Collin - Collingsworth - Colorado - Comal -
Comanche - Concho - Cooke - Coryell - Cottle - Crane - Crockett -
Crasby - Da(lam - Dallas - Delta - Denton - DeWitt - Dickens -
Dimmit - Donley - Duval - Eastland - Ellis - Erath - Falls - Fannin -
Fayette - Fisher - Foard - Franldin - Freestone - Frio - Garza -
Gillespie - Glasscock - Goliad - Gonzales - Gray - Grayson - Gregg -
Grimes - Guadalupe - Hali - Hamilton - Hansford - Hardeman -
Hardin - Harris - Harrison - Hartley - Haskell - Hays - Hemphill -
Hendersan - Hidalgo - Nill - Hood - Hopkins - Houston - Hunt -
Hutchinsan - Jackson - Jasper - Jeff Davis - Jim Wells - 7ohnson -
Jones - I<arnes - Kaufman - Kendall - Kent - Kerr - Kimble - King -
Kinney - Knox - Lamar - Lampasas - La Salle - Lavaca - Lee - Leon -
Limestone - Lipscomb - Live Oak - Llano - �oving - McCulloch -
McLennan - McMullen - Madison - Marion - Mason - Maverick -
Medina - Menard - Midland - Milam - Mills - Mitchell - Montague -
Montgomery - Moore - Morris - Motley - Nacogdodies - Navarro -
Newton - Nolan - Oldham - Palo Pinto - Panola - Parker - Pecos -
Polk - Potter - Rains - Reagan - Red River - Reeves - Refugio -
Roberts - Robertson - Rockwall - Runnels - Rusl< - Sabine - San
Augustine - San lacinta - San Patricio - San Saba - Schleicher -
Scurry - Shackelford - Shelby - Smith - Somervell - Starr - Stephens
- Stanewall - Tarrant - Taylor - Throcl<morton - Titus - Tom Green -
Travis - Trinity - Tyler - Upshur - Uvalde - Val Verde - Van Zandt -
Victoria - Walker - Wailer - Ward - Washington - Webb - Wheeler -
Wichita - Wilbarger - Williamson - Wilson - Wise - Wood - Young -
Zapata - Zavala
U.S. Department of the Interia� � U.S. Geological Survey
URL: http:/imrdata.usgs.gov/geoloyy/state/sgmc-unit.php?unit=TXQt;O
Page Contact Information: Peter Schweitzer
��
s�i�nc� #or a �l�ar�gi�rg world
- ' - • • � �
Mineral Resources >�nline Spatial Data > Geology > by state > T�xas
��� r� ��� ����r�� �� ��� ar���s � � ������ ������ �
Fort Worth Limestone and Duck Creek Formation, undivided
State Tex�s
Name Fort Worth Limestone and Duck Creek Formation,
undivided
�eo�ogic age phanerozoic � Mesozoic � 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 �jmestone
Secondary rock type mudstone
Otherrock types clay or mud
Map references Bureau of Economic Geology, 1992, Geologic Map of Texas:
University of Texas at Austin, Virgi) 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.
Geographic coverage Cooke - Denton - Grayson - Montague - Tarrant - Wise
U.S. Department of the Interiar � U.S. Geological Survey
URL: http://mrdata.usgs.gov/gealogyJstate/sgmc-unit.pi7p?unit=TXKfd;O
Page Contact Information: Peter Schweitzer-
Appendix H- Unified Soil Classification System
Ui�lF�EQ ��IL GL���EFIC�TIC�N �Y�TEM
Lo�4��'iR�h'Cf�FtY �Lfi��1FI�:�11�3h1 [:kfTE�II�
fl' — �� � �,o--�a_ Cr3?5.,.>. _ J�i ° ..'N�r., r 1 s".i::#
�R�� ... �p . . (� � �-M .
�ii 9ft... t,�i
_. sa,�;;�n�;�ri3.ii,�..at�'��-,•i�rr:{�rr� si�u��:r:�:':��!
:,��i �.ri:�i-ti�,�rrr:w,��`is'� .
.h �r .x "� i ��n. :�7 L .R .r<�;� :h' �:'�. �� t;:'fr �'.! � F�r-�:� �
+.Y'Id r:'I`el k i'!"�ol;lr:t"#J5
��...I.�_FJ„a1�nY.,Fi�fr;✓_Y!5` :tr�;J'te��SS;i�'t�a�.'r�-�'11'.:z;
`" anat+,€-E � �Jy:�N :�a-�7
�-" v_i I �'� :'=i
-';� .' a'i: '�r a # �. s't� �:» i .�':3 ':
:; �Y r� �' _ ' . ' �� �i .
t.� ta�' : �
r �!«;r�iera:ny�':��'ao��'�crr�i+;�rrnii��_ir�3'e1'
:>:tii A.a^::��.j i�nc., a�•:rvm� `it" �'� _rea�:� e� -rFv�i+:xt�ri,-ka
'nac,r�.=i �nar:ka-i4 ht_�,.l.��_�e•r.�,:�-�-�;.�>r��t`�T7
- �t A�.'-+u�a i�n�.�;::� �:�'. +r S.r"n�ice .t�,•u�x'rv�i'.t�a
," tii�7•Y:'6'i ^'1 r�px.tY�rr "'1]'i'�r .t"�.1:t -:,':'t�Yrt,
va,`� ,i ra ,. s�n.e 3.a�r c,�. ,.:. rJ .� e� ;.��ati 1�-- - .. ���ret :4, e- r3t�+
,ai,�,„, � A. �, t;�,�. �r_�,. a—�a,T� cxt� ��:�n �c.n .x��) �
c�-,�— .��.3 �. , ��. w. e 9,�., .'�.,� w�s�
:tr�; �_, �.. - . - -,.� ee,::r
?.,�Ct�. 711�s.v>t.�:s�. _. "'_.'-'""'.. """ it��.,..A _i1r.'�L.:
"' "'
..'"� 9L" "'r"'_'"""" "�ar�2t 9.. '
_� _ _ ".5.:f .23,^.'n�G' .,io. _ �
F�L�S�' I Cl�'4' G` H�F2�
=>ra
�' .
ca:�
�
� .:,a
� ":��
� .<5`�
U�7
7 j',j
�
TERMS �ESGRFBI�IG S€�IL �t�hISISTE�ICY
�irrE t=r<<.in*�.-J 5oils ���,ars� �=r,�Fnr_� �=��is
�e-�tr�n�ei,yr F'er�es�ti�n F'E�irtrncY
C�escri��ti�n P,e�din� Its=) r��lar�°s+'f' C�escri��ti�n Fte4ative ��nsit�a
Sc�'� G.Q' ;ca i.G D tr 4 V��-y L�-is� '�1 to �D°�
Fran 1.G� :a 1.F �` t€a 10 Lca�� ��:� ;a �CE��
�*iff '.5 ir� L;.C� ;:�� t� iG� t,���dium C�r�se ,�i� :a 7��r=:h
x'-rey° vt;� '�.� i�, 4,5 3J to ,�,G L�e�=_.e i� F;a �G��
f='an� �_�+ �:er:�� ''u`err��er��_ �e�i� i.;���+o
.6 �:1 I tii ..:.rt] .�J :�J � �i ,� ;i ��� �'s;) �_� � � a6'i
..._.._ .... .. . ......
Lf:iUiii LiMtT� w'LL� f:'iJ
GEOTECHNICAL ENGINEERING REPORT
�
�
WATER AND SANITARY SEWER RELOCATION FOR THE TRINITY RIVER VISION -
CENTRAI CITY PROJECT AND THE TRINITY UPTOWN SERVICE AREA PHASE I-
BRIDGE AND CHANNEI RELOCATIONS - PART 3- MAIN STREET BRIDGE
FORT WORTH, TEXAS
GEOTECHNICAL EI�GINEERING REPORT
Water and Sanitary Sewer Relocations for the Trinity River Vision - Central City
Project and the Trinity Uptown Service Area Phase I- Bridge and Channei
Relocations - Part 3- Main Street Bridge
Fort Worth, Texas
Prepared by:
�,
:�
Gorrondona & Associates, Inc.
Prepared for:
I<imley-Horn & Associates, Inc.
12700 Parl< Central Drive, Suite 1800
Dallas, Texas 75251
Attention: Mr. Ben Raef
February 2012
G&AI Project No. 11-0055
GORRONDONA gt ASSOCIATES, INC. - TEXAS ENGINEERING FIRM REGISTRATION NO. F-7933
�i0�'�'OIlf�Oil`1 � AS�t��l����y In�.
February 3, 2012
Mr. Ben Raef
I<imley-Horn & Associates, Inc.
12700 Parl< Centra) Drive, Suite 1800
Dallas, Texas 75251
Re: GEOTECHNICAL ENGINEERING REPORT
WATER AND SANITARY SEW ER RELOCATION FOR THE TRINITY RIVER VISION - CENTRAL CITY
PROJECT AND THE TRINITY UPTOWN SERVICE AREA PHASE I- BRIDGE AND CHANNEI
RELOCATIONS - PART 3— MAIN STREET BRIDGE
FORT WORTH� TEXAS
G&AI Project No. 11-0055
Dear Mr. Raef:
Gorrondona & Associates, Inc. (G&AI) is pleased to submit our Geotechnical
Engineering Report for the above-referenced project. This invEstigation was
performed in accordance with the I<imley-Horn & Associates Individual Project
Order No. 061018052-09.
We appreciate the opportunity to worl<with you on this project. We look forward
to providing you with geotechnical and materials testing and inspection services
during the construction phase of this project.
Please contact us if you have any questions or require additional services.
Respectfully submitted,
Jenell S. Strachan, P.E.
Senior Engineer
Kenneth B. Riner, P.E.
Director — Geotechnical, Environmental & CMT Services
8815 Solon Rd. • Suite F-5 � Houston, Texas 77064 • 281.469.3347 • Fax 281.469.3594
Gorrondo�a & Associates, Inc. — Texas Engineering Firm Registration No. F-7933
TABLE OF CONTENTS
1.0
2.0
3.0
4.0
4.1
4.2
4.3
4.4
5.0
5.1
5.2
5.3
5.4
5.5
5.6
6.0
7.0
Pa�e
INTRODUCTION.................................................................................................................... 1
FIELD INVESTIGATION ............................................................................................................ 2
LABORATORYTESTING ........................................................................................................... 3
SUBSURFACECONDITIONS ...................................................................................................... 4
Geology....................................................................................................................... 4
Soil/Rocl< ...................................................................................................................... 4
Grou ndwate r ............................................................................................................... 8
Potential Petroleum Contamination ........................................................................... 9
ANALYSIS AN D R ECO M M EN DATION S ........................................................................................ g
Seismic Site Classification ........................................................................................... 9
Groundwater Control .................................................................................................. 9
Construction Excavations ............................................................................................ 9
Buried Structures ...................................................................................................... 11
BuriedPiping ............................................................................................................. 12
Tunneling................................................................................................................... 13
CONSTR UCTION O B SERVATION S ............................................................................................ 15
GEN ERAL COM M ENTS ......................................................................................................... 1 6
APPENDICES
Appendix A- Project Location Diagrams
Appendix B- Design Plan and Section
Appendix C- Boring Location Diagram
Appendix D- Boring Logs and Laboratory Results
Appendix E- Geologic Atlas and Formation Description
Appendix F- Unified Soil Classification System
�EOTECHNICAL ENGINEERING REPORT
Water and Sanitary sewer Relocations for the Trinity River Vision -
Central City Project and the Trinity Uptown Service Area Phase I-
Bridge and Channel Relocations - Part 3— Main Street Bridge
Fort Worth, Texas
1.O INiRODUCTION
Proiect Location. The project extends along Commerce Street near its intersection with 6`n
Street northward to its intersection with Northside Drive, and eastward along Northside
Drive to the Trinity River, in Fort Worth, Texas. The generai location and orientation of the
site are provided in Appendix A- Project Location Diagrams.
Proiect Description. The project consists cf sections of 12-, 16-, 20- and 24-inch diameter
water lines, 8-inch diameter sanitary sewer lines, various manholes and various junction
boxes, generally along Commerce Street and Northside Drive. Construction by methods
other than open cut (i.e., tunneling) will be performed between borings BH-41 and BH-45,
BH-46 and BH-47, and BH-50 and BH-51 (See Appendix C— Boring Location Diagram). The
remainder of the water lines and sanitary sewer will be constructed via open cut methods.
Various site plans and sections for the project are provided in Appendix B— Client Provided
Design Information.
Prolect Authorization. This geotechnica) investigation was authorized by Mr. Glenn A. Gary,
P.E, with I<imley-Horn & Associates, Inc. and performed in accordance with I<imley-Horn &
Associates Individual Project Order No. 061018052-09.
Purpose and Methodolo�V• 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 Regardin� 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, lil<e 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.
G&AI Project No. 11-0055 Page 1
Clarification will be provided verbally and/or issued by G&AI in the form of a report
addendum, as appropriate. Any necessary clarification to this report will be provided at no
charge.
2.O FIELD INVESTIGATION
The subsurface investigation for this project is summarized below. Boring locations are
provided in Appendix C- Boring Location Diagram.
Boring Nos. Nominal Depth, Date Drilled Locationz
feet bgsl
BH-40 20 3/18/2011 Alignment Starting Point on
Commerce Street
BH-41 to BH-45 70 3/16-22/2011 Along Commerce Street at
Proposed Tunnel Section
BH-46 and BH-47 30 3/21/2011 Along Commerce Street at
Railroad/TxDOT Crossing
BH-48 20 3/21/2011 11th Street at Main Street
BH-49 20 3/21/2011 Commerce Street
at Northside Drive
BH-50 and BH-51 20 3/21-22/2011 Along Northside Drive at
Railroad/TxDOT Crossing
Notes:
1. bgs = below ground surface
2. Boring locations provided in Appendix C- 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.
Subsurface conditions were defined using the sample borings. Boring logs generated during
this study are included in Appendix D- Boring Logs and Laboratory Results. Borings were
advanced between sample intervals using continuous flight auger drilling procedures.
Cohesive soi) 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 pacl<aged to maintain "in situ" moisture content.
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
G&AI Project No. 11-0055 Page 2
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 samples were generally obtained using split-barrel sampling procedures ;n
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 (Ib) hammer falling freely 30 inches. The number
of blows for the last 12-inches of a standard 18-inch 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.
Rocl< 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 are shown on the boring logs.
Upon completion of the borings, the boreholes were bacl<filled from the top and plugged at
the surface.
� s: • i� • : ► C
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 D- 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 Meth�d for Particle-Size Analysis of Soils
ASTM D1140 Standard Test Methods for Amount of Materia) in Soils Finer than the
No. 200 (75-µm) Sieve
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 Soil and Rock by Mass
G&AI Project No. 11-0055 Page 3
Test Procedure Description
ASTM D2217 Standard Practice for Wet Preparation of Scil Samples for Particle-Size
Analysis and Determination of Soil Constants
ASTM D2487 Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification System)
ASTM D2850 Standard Test Method for Unconsolidated-Undrained Triaxial
Compression Test on Cohesive Soi)
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 D4643 Standard Test Method for Determination of Water (Moisture) Content
of Soil by the Microwave Oven Method
ASTM D 4644 Standard Test Method for Slal<e Durability of Shales and Similar Weal<
Rocl<s
P,STM D7625 Laboratory Determination of Abrasiveness of Rocl< Using the CERCHAR
Method
Manufacturer's Soil Strength Determination Using a Torvane
Instructions
4.O SUBSURFACE COIVDITIONS
4.1 Geology
Geologic Formation. Based on available surface geology maps and our experience, it
appears this site is located in alluvium near a mapped interface with terrace deposits. A
geologic atlas and formation description are provided in Appendix E- Geologic Atlas and
Formation Description. Soils within the alluvium and terrace deposit formations can
generally be described at varying proportions of sand, silt, clay and gravel resulting from a
water feature depositional environment.
Geolo�ic Faults. A review of the attached geologic map indicates the nearest geologic fault
is in excess of 5-miles from the project site. A geologic fault study was beyond the scope of
this investigation.
4.2 Soil/Rock
Strati�raphy. Descriptions of the various strata and their approximate depths and thicl<ness
per the Unified Soil Classification System (USCS) are provided on the boring logs included in
Appendix D- Boring Logs and Laboratory Results. Terms and symbols used in the USCS are
G&AI Project No. 11-0055 Page 4
presented in Appendix F- Unified Soil Classification System. Subsurface conditions were
variable. Therefore, a brief summary of the stratigraphy, by boring, is prov��►ed below.
' Generalized Subsurface Conditions at Boring BH-40
Depth, feet bgs (+!n!ess noted)
Top of Layer Bottom of �ayer ' Description
0 15 LEAN C�AY—Very stiff to hard LEAN CLAY (CL) and very
stiff to hard SANDY LEAN CI.AY (CL).
15 19 Loose SANDY SILT (SM).
19 Boring Termination Very stiff LEAN CLAY WITH SAND (CL).
(20.5)
'Generalized Subsurface Conditions at Proposed BH-4i to BH-45 Tunnel Sectian :
(Borings BH-41, BH-42, BH-43, BH-44 and BH-45) '
' bepth, feet bgs (urless noted)
Top of Layer ' Bottom of Layer ` Description
0 6-to 10-inches CONCRETE.
6- to 10-inches 2 to 14 LEAN CLAY — Stiff to hard LEAN CLAY WITH SAND (CL)
and stiff to hard SANDY LEAN CLAY (CL).
2 to 14 9 to 19 SAND/GRAVEL— Medium dense WELL GRADED GRAVEL
WITH SI�T (GW-SM), medium dense WEI.L GRADED
SAND WITH SILT (SW-SM), medium dense to dense WELL
GRADED GRAVEL (GW), very dense WELL GRADED SAND
(SW), and dense WEL� GRADE SAND WITH GRAVE� (SW).
9 to 19 Boring Termination LIMESTONE — Poor to excellent LIMESTONE with
(69 to 71) intermittent mudstone layers.
Generalized Subsurface Conditions at Proposed BH-46 to BH-47 Tunnel Section
(Borings BH-46 and BH-47)
Depth, feet bgs (unless noted)
Top of Layer Bottom of Layer Description
0 6.5-to 7.5-inches CONCRETE.
6.5- to 7.5-inches 9 to 10 CI.AYEY SAND/LEAN CLAY — Dense CLAYEY SAND (SC),
verystiffto hard LEAN CLAY WITH SAND (CL) and stiffto
very stiff SANDY LEAN CLAY (CL).
9 to 10 17 to 20 SAND/GRAVE�— Medium dense SI�TY SAND (SM),
medium dense to dense WE�L 6RADED GRAVEL (GW)
and medium dense WELL GRADED SAND (SW).
17 to 20 Boring Termination LIMESTONE — Good LIMESTONE with intermittent
(30j mudstone layers.
G&AI Project No. 11-0055 Page 5
Generalized Subsurface Conditions at Boring BH-48
Depth, feet bgs (unless' noted)
Top of Layer Bottom of Layer Description
0 7-inches CONCRETE.
7-inches 8 LEAN CLAY/CLAYEY SAND —Very stiff to hard SANDY
LEAN CLAY (C�) and dense CLAYEY SAND (SC).
8 19 SAND/GRAVE�— Medium dense WELL 6RADED GRAVEL
(GW) and medium dense WELL GRADED SAND (SW).
19 Bo�ingTermination LIMESTONE—Good �IMESTONE.
(20)
Generalized Subsurface Conditions at Boring BH-49
Depth, feet bgs (unless noted)
Top of Layer Bottom of Layer Description
0 2-inches ASPHALT.
2-inches 2 SILTY SAND (SM) FILL with (imestone pieces and lime.
2 17 CLAYEY SAND/LEAN CLAY — Medium dense to dense
CLAYEY SAND (SC), hard LEAN CLAY WITH SAND (CL) and
stiff to hard SANDY LEAN CLAY (CL).
17 Boring Termination Loose SILTY SAND (SM).
(20)
Generalized Subsurface Conditions at Boring BH-SO to BH-51 Tunnel Section
(Borings BH-SO and BH-51)
Depth, feet bgs (unless noted)
Top of Layer Bottorn of Layer Description
0 Boring Termination VARIABLE A�LUVIUM — Very dense CLAYEY SAND (SC),
(20) SANDY SILT WITH GRAVEL (ML), very stiff to hard SANDY
LEAN CLAY (CL), medium dense SILTY WITH SAND (ML),
medium dense WELL GRADED GRAVEL, very dense SILT
WITH GRAVEL (ML), medium dense SILTY SAND (SM),
very stiff SANDY SI�TY CLAY (C�-ML) and loose WELL
GRADED GRAVEL (SW).
Swell Potential. Atterberg (plastic and liquid) limits were performed on 17 shallow soil
samples obtained at depths between 2- and 8-feet bgs. The plasticity index of the samples
was between 5 and 34 with an average of 17 indicating that the soils have a moderate
potential for shrinl<ing and swelling with changes in soil moisture content.
G&AI Project No. 11-0055 Page 6
Unconfined Compressive Stren�th of Rocl<. Unconfined compressive strength tests were
performed oii selected limestone samples and are summarized below.
Rock Sample Compressive Strength Results
Boring No. Depth interval (feet bgs) Compressive Strength (tsf)
BH-41 28.4 - 29.1 95.8
BH-41 47.5 - 48.8 178.6
BH-41 63.6 - 63.8 187.2
BH-42 27.4 - 28.3 87.8
BN-42 44.2 - 45.0 321.8
BH-42 56.4 - 57.2 291.6
BH-43 29.0 - 30.0 118.1
BH-43 48.1- 49.0 163.4
BH-43 60.0 - 60.8 188.6
BH-44 22.0 - 23.1 100.1
BH-44 42.2 - 43.1 140.4
BH-44 57.8 - 58.4 172.8
BH-45 25.0 - 25.5 233.3
BH-45 38.9 - 39.5 226.1
BH-45 59.0 - 59.9 259.9
CERCHAR Test Results. CERCHAR testing was performed on selected rocl< samples. Results
of the abrasiveness of rocl< using the CERCHAR Method by ASTM D 7625 are included in the
following table. Test reports are included in Appendix D.
' CERCHAR Test Results
Boring Depth, (ft) Average CECHAR CA1 Classification
Location Abrasive Index (CAI)
BH-41 47.0 1.4 Low Abrasiveness
BH-44 58.5 1.5 �ow Abrasiveness
BH-45 48.5 1.2 Low Abrasiveness
BH-46 21.4 0.9 Low Abrasiveness
BH-47 20.5 1.4 Low Abrasiveness
Slake Durabilitv Test Results. Slal<e durability testing was performed on three selected rocl<
samples. Results of the Slal<e durability tests using ASTM D 4644 are summarized in the
following table. Test reports are included in Appendix D.
G&AI Project No. 11-0055 Page 7
Sial<e Dura�ilit;� Test Results
��ring Depth, (ft) Slal<e Durability Water Temp Natural Water Description of
Location (ndex, (%) Average (°C) Content, (%o) Fragments*
BH-42 49.0-50.0 89.4 21 6.5 Type II
BH-43 49.9-51.1 83.7 21 8.3 Type II
BH-44 53.5-55.0 73.7 21 8.6 Type II
*Note: Type II — Retained materials consist of large and small fragments.
4.3 Groundwater
The borings were �dvanced 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
Encountered (feet, bgs) Minutes (feet, bgs)
8-40 12.0 12.0
B-41 14.0 --
8-42 12.0 --
B-43 12.0 --
B-44 14.0 --
8-45 Not encountered Not encountered
B-46 13.0 --
8-47 16.0 --
B-48 18.0 Dry
8-49 19.0 Dry
B-50 19.0 19.0
B-51 18.0 19.0
Piezometers were installed at boring (ocations BH-41 and BH-45. Groundwater levels
encountered in the piezometers during this investigation are identified below.
Piezometer No. Groundwater Depth after 24 Hours Groundwater Depth after 30
Piezometer No. (feet, bgs) days (feet, bgs)
B-41 55.0 45.8
8-45 60.0 9.8
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. 11-0055 Page 8
4.4 Potentia) Petroleum Contamination
Fuel odors were encountered in the soils within the upper 20-feet in borings BH-40, BH-41,
BN-42 and BH-43. Specific locations where the fuel odor was encountered is presented on
the boring logs. An environmental site assessment was beyond the scope of this project.
�.O ANALYSIS AND RECOMMENDATIONS
5.1 Seismic Site Classification
The seismic site classification is based on the 2009 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 1613.5.2 of the 2009 IBC, the seismic site classification for
this site is B.
5.2 Groundwater Control
Groundwater was encountered at depths as shallow as about 12-feet bgs during the
subsurface investigation. If groundwater is encountered during excavation, dewatering to
bring the groundwater below the bottom of excavations will 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 worl<.
5.3 Construction Excavations
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.
G&A1 Project No. i1-0055 Page 9
OHSA Soil Type by Boring Location �nd Depth
Boring No. Street Name GSi-i,� Soil Type
Depth of Trench (ft)
0-1Q 10-20
B-40 N. Commerce St. B C
B-41 N. Commerce St. B C
B-42 N. Commerce St. B C
B-43 N. Commerce St. B C
B-44 N. Commerce St. B C
B-45 N. Commerce St. C C
8-46 N. Commerce St. B C
g-47 N. Commerce St. B C
g-4g N. Main St. C C
B-49 Northside Dr. B C
B-SO Northside Dr. C C
B-51 Northside Dr. C 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).
For rocl<, short-term construction excavations may be constructed with a vertical slope.
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 feet (pcf) to a depth of 20-feet and 95 pcf below a depth of 20-feet. 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 bacl< 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.
�imitations. Recommendations provided herein assume there are no nearby structures or
other improvements which might be detrimentally affected by the construction excavation.
Before proceeding, we should be contacted to evaluate construction excavations with the
potential to affect nearby structures or other improvements.
G&AI Project No. 11-0055 Page 10
Excavation Monitorin�. Excavations should be monitored to confirm site soil conditions
consistent with those encountered in the borings drilled as part of this study. �iscrepancies
in soil conditions should be brought to the attention of G&AI for review and revision of
recommendations, as appropriate.
5.4 Buried Structures
Applicabilitv. Recommendations in this section are applicable to the design of buried
junction boxes, piping and manholes associated with this project.
Uplift. Buried 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 wil)
likely become saturated during periods of heavy rainfall. For design purposes, we
recommend the groundwater level be assumed as 12-feet bgs. Resistance to uplift pressure
is provided by soil sl<in friction and the dead weight of the structure. SI<in 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 70 pounds per cubic foot (pcf) above the
groundwater table and 100 pcf below the groundwater table. This includes hydrostatic
pressure, as appropriate, 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 135 pcf above the groundwater table and 70
pcf below the groundwater table. This does not include surcharge loads. The vertical load
produced by a surcharge may be computed as 100 percent of the vertical surcharge pressure
applied as a constant pressure over the full width of the buried structure.
Foundations. The net increase in bearing pressure below buried junction boxes, piping and
manholes is generally negligible. Provided that the structure is underlain by firm,
undisturbed soil, the ground surface over and adjacent to the structure remains at about the
same level prior to construction, and no additional load is applied to the structure, we
expect post-construction settlements of buried structures to be negligible. Empty buried
structures below the groundwater table will be subject to buoyant forces. Buoyant forces on
buried structures will be resisted by the dead weight of the structure, effective weight of the
soil above the structure, and skin friction previously described.
G&AI Project No. 11-0055 Page 11
Limitations. Recommended design pressures provided herein do not include loading due to
tunnel installation, where applicable. Depending on the type of tunnel, loading on piping
due to construction can far exceed stresses induced by soil and surcharge loading and may
dictate piping selection. Where appropriate, loading on piping due to tunneling should be
factored into the design of buried piping.
5.5 Buried Piping
ApplicabilitV. Recommendations in this section are applicable to the design of buried piping
placed by open cut methods associated with this project.
Buried Structure Design Recommendations. Design recommendations provided in the
"Buried Structures" section of this report apply to buried piping.
Thrust f�estraints. Resistance to lateral forces at thrust bloci<s will be developed by friction
developed along the base of the thrust blocl< and passive earth pressure acting on the
vertical face of the blocl<. We recommend a coefficient of base friction of 0.3 along the base
of the thrust blocl<. Passive resistance on the vertical face of the thrust blocl< may be
calculated using the allowable passive earth pressures presented below.
Allowable Passive Earth Pressure by Material Type
Material Allowable Passive Pressure (psf)
Native Clay and Clayey Sand 2000
Silt and Sand 100 x Depth (in feet)
Compacted Clay Fill 1500
Limestone 3000
Note: Passive resistance should be neglected for any portion of the thrust blocl< within 3
feet of the final site grade. The allowable passive resistance for native clays and limestone
are based on the thrust blocl< bearing directly against vertical, undisturbed cuts in these
materials.
Beddin� and Bacl<fill. Pipe bedding and pipe-zone bacl<fill for the water and sanitary sewer
piping should be in accordance with City of Fort Worth Water standard 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 Bacl<fill. Excavated site soils will be utilized to bacl<fill the trenches above the pipe-zone.
Bacl<filled soil should be placed in loose lifts not exceeding 8-inches and should be compacted
to at least 95 percent maximum dry density (per ASTM D-698) and at a moisture content
between optimum and 4 percent above optimum moisture content.
Trench Settlement. Settlement of bacl<fill should be anticipated. Even for properly compacted
G&AI Project No. 11-0055 Page 12
bacl<fill, fills in excess of 8 to 10 feet are still subject to settlements over time of about 1 to 2
percent of the total fill thicl<ness. 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.
Testin . Field compaction tests should be made by the Soils Engineer or his representative.
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 100 linear feet of bacl<fill. If the materials fail to meet the density or moisture content
specified, the course should be reworl<ed as necessary to obtain the specified compaction.
5.6 Tunneling
General. We understand ±he 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.
BH-41 to BH-45 Generalized Subsurface Conditions. The client provided design information
provided in Appendix B indicates a 24-inch diameter steel encasement will be installed from
the approximate location of BH-41 to the approximate location of BH-45 and have invert
elevations ranging from about 40- to 45-feet bgs. Subsurface soil conditions in this area are
summarized below.
G&AI Project No. 11-0055 Page 13
Generalized Subsurface Conditions at Proposed BH-41 to BH-45 Tunnel Section
(Borings BH-41, BH-42, BH-43, BH-44 and BH-45)
Depth, feet bgs (unless noted)
Top of Layer Bottom of Layer Description
0 6-to 10-inches CONCRETE.
6-to 10-inches 2 to 14 �EAN C�AY—Stiffto hard LEAN CLAY WITH SAND (CL)
and stiff to hard SANDY LEAN CLAY (CL).
2 to 14 9 to 19 SAND/GRAVEL— Medium dense WELL GRADED GRAVEL
WITH SILT (GW-SM), medium dense WE�L GRADED
SAND WITH SILT (SW-SM), medium dense to dense WELL
GRADED GRAVEL (GW), very dense WELL GRADED SAND
(SW), and dense WELL 6RADE SAND WITH GRAVEL (SW).
9 to 19 Boring Termination LIMESTONE — Poor to excellent LIMESTONE with
(69 to 71) intermittent mudstone layers.
The soils at the anticipated tunnel depth appear to be limestone consistently; therefore, full-
face soil conditions should be encountered. Based on subsurface conditions at the time of
this study, anticipated invert depths were below the groundwater table.
BN-46 to BH-47 Generalized Subsurface Conditions. The client provided design information
provided in Appendix B indicates a 24-inch diameter steel encasement will be installed from
the approximate location of BH-46 to the approximate location of BH-47. We understand
the invert elevations will be around 10-feet bgs. Subsurface soil conditions in this area are
summarized below.
Generalized Subsurface Conditions at Proposed BH-46 to BH-47 Tunnel Section
(Borings BH-46 and BH-47)
Depth, feet bgs (unless noted)
Top of Layer Bottom of �ayer Description
0 6.5-to 7.5-inches CONCRETE.
6.5- to 7.5-inches 9 to 10 CLAYEY SAND/LEAN CLAY — Dense CLAYEY SAND (SC),
very stiff to hard LEAN CLAY WITH SAND (CL) and stiff to
very stiff SANDY LEAN CLAY (Cl.).
9 to 10 17 to 20 SAND/GRAVEL— Medium dense SILTY SAND (SM),
medium dense to dense WELL GRADED GRAVEL (GW)
and medium dense WELL GRADED SAND (SW).
17 to 20 Boring Termination LIMESTONE — Good LIMESTONE with intermittent
(30) mudstone layers.
The soils at the anticipated tunnel depth appear to be variable alluvial soils; therefore,
mixed-face soil conditions should be encountered. Based on subsurface conditions at the
time of this study, anticipated invert depths were near or above the groundwater table.
G&AI Project No. 11-0055 Page 14
BH-50 to BH-51 Generalized Subsurface Conditions. The client provided design information
provided in Appendix B indicates a 24-inch diameter steel encasement will be installed from
the approximate location of BN-SO to the approximate location of BH-51. We understand
the invert elevations will be around 10-feet bgs. Subsurface soil conditions in this area are
summarized below.
Generalized Subsurface Conditions at Boring BH-50 toBH-51 Tunnel Section
(Borings BH-50 and BH-51)
Depth, feet bgs (unless noted)
Top of Layer Bottom of layer Description
0 Boring Termination VARIABLE ALLUVIUM —Very dense CLAYEY SAND (SC),
(20) SANDY SILT WITH GRAVEL (ML), very stiff to hard SANDY
LEAN CLAY (CL), medium dense SILTY WITH SAND (ML),
medium dense WE�L GRADED GRAVEL, very dense SILT
WITH GRAVEL (ML), medium dense SILTY SAND (SM),
very stiff SANDY SILTY CLAY (CL-MLj and loose WELL
GRADED GRAVEL (SW).
The soils at the anticipated tunnel depth appear to be variable alluvial soils; therefore,
mixed-face soil conditions should be encountered. Based on subsurface conditions at the
time of this study, anticipated invert depths were near or above the groundwater table.
6.O CONSTRUCTION OBSERVATIONS
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. Anomalies in subsurface conditions are often revealed during construction. G&AI
should be retained to observe earthwork and foundation installation and perform materials
evaluation and testing during the construction phase of the project. This enables the
geotechnical engineer to stay abreast of the project and to be readily available to evaluate
unanticipated conditions, to conduct additional tests if required and, when necessary, to
recommend alternative solutions to unanticipated conditions. Until these construction
phase services are performed by the project geotechnical engineer, the recommendations
contained in this report should be considered as preliminary.
It is proposed that construction phase observation and materials testing commence by the
project geotechnical engineer at the outset of the project. Experience has shown that the
most suitable methad for procuring these services is for the owner to contract directly w;th
the project geotechnical engineer. This results in a clear, direct line of communication
between the owner and the owner's design engineers and the geotechnical engineer.
G&AI Project No, 11-0055 Page 15
7.O GENERAL COMMENTS
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 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. If during construction, different
subsurface conditions from those encountered in o«r 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. If there is a substantial lapse of
time between submission of this report and the start of the worl< 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.
G&AI, Inc. should be retained to review those portions of the plans and specifications for this
particular project that pertain to earthworl< and foundations as a means to determine
whether the plans and specifications are consistent with the recommendations contained in
this report. In addition, we are available to observe construction, particularly the
compaction of structural fill, or bacl<fill and the construction of foundations as
recommended in the report and such other field observations as might be necessary.
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 sl<ill
ordinarily exercised under similar conditions by reputable members of our profession
practicing in the same or similar (ocality. No warranty, expressed or implied, is made or
intended.
G&AI Project No. 11-0055 Page 16
Appendix A- Project Location Diagrams
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Appendix D- Boring Logs and Laboratory Results
����a#$�,�� Gorrondona &Associates, Inc. -GEO, ENV, CMT Division BORI NG NUMBER BH-4�
�� � 8815 Solon Road, Suite F-5, Houston, TX 77064
��� r 7524 Jack Neweli Blvd. S., Fort Worth, TX 76118 PAGE 1 OF 1
Teiephone: 281.469.3347 HOU; 817.496.1424 FW
���"��"��� Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT Kimley-Horn and Associates, Inc. PR�JECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northside Dr. Fort Worth TX
DATE STARTED 3/18/11 COMPLETED 3/18/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer Q AT TIME OF DRILLING 12.0 ft
LOGGED BY Culver CHECKED BY KBR Z AT END OF DRILLING 12.0 ft
NOTES AFTER DRILLING ---
ATTERBERG F-
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gray. ST 23 ._....
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ST 4.5+ 2.3+ 17
SANDY LEAN CLAY (CL) - Very stiff to hard, ST 4.5+ 2,3+ 14 30 14 16 58
g�ay� ST 4.0 1.8 2.7 4 115 15
10 . With fuei odor between 6 and 10 feet.
Brown below 8 feet. ST 3.5 1.6
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Gorrondona&Associates,lnc.-GEO,ENV,cMT�ivision BORING NUMBER BH-4�
��--�H� � 8815 Solon Road, Suite F-5, Houston, TX 77064
�� B 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 PAGE 1 OF 1
��������"� Faxep281.4693 594 HOU7 107.496 17686.11N424 FW
CLIENT Kimiey-Horn and Associates, Inc. PP.OJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northside Dr. Fort Worth, TX
DATE STARTED 3/22/11 COMPLETED 3/22/11 GROUND E��VATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRIL�ING METHOD Auqer � AT TIME OF DRILLING 14.0 ft
LOGGED BY Culver CHECKED BY KBR AT END OF DRILLING ---
N.7TES AFTER DRILLING ---
ATTERBERG E—
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ST 3.5 1.9 20
SANDY LEAN CLAY (CL) - Stiff to very stiff, ST 3.5 1.9 14 30 14 16 58
gray. ST 4.0 1.5 1.3 4 125 10
10 . Wilh fuel odor at 8 to 10 feet.
ST 1.5
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���mm���� Gorrondona & Associates, Inc. -GEO, ENV, CMT Division BORING NUMBER BH-42
��� 8815 Solon Road, Suite F-5, Houston, TX 77064
� 7524 Jack Newell Bivd. S., Fort Worth, TX 76118 PAGE 1 OF 1
�����xi°��� Faxep281 4693 594 HOU?810.49611768 FW24 FW
CLIENT Kimiey-Horn and Associates, Inc. PROJEGT NAME VVater and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northside Dr. Fort Worth TX
DATE STARTED 3/16/11 COMPLETED 3/16/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRIL�ING METHOD Auqer �AT TIME OF DRILLING 12.0 ft
LOGGED BY Culver CHECKED BY KBR AT END OF DRILLING ---
NOTES AFTER DRILLING ---
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gray.
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LEAN CLAY WITH SAND (CL) - Very stiff to ST 4.5+ 15 45 17 29 74
hard, brown.
10 ST 4.5+ 2.0 4 121 14
ST 3.0
WELL GRADED SAND WITH SILT (SW-SM) - SS 11-10-9 g
a �'� Medium dense, tan. 19
With fuel odor.
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�. Gorrondona & Associates, Inc. -GEO, ENV, CMT Division BORI NG NUMBER BH-43
�` � 8815 Solon Road, Suite F-5, Houston, TX 77064 PAGE 1 OF 1
�°-� �� 7524 Jack Neweil 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 Kimley-Horn and Associates, Inc. PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northside Dr. Fort Worth TX
DATE STARTED 3/17/11 COMPLETED 3/17/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRIL�ING METHOD Auqer � AT TIME OF DRILLING 12.0 ft
LOGGED BY Cuiver CHECKED BY KBR AT END OF DRILLING ---
NOTES AFTER DRILLING ---
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gray.
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brown.
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���� .� � �o«onao�a & asso��ates, Inc. - GEO, ENV, CMT Division BORI NG NUMBER BH-44
��- �+ g 8815 Solon Road, Suite F-5, Housto�, TX 77064
���� �;' 7524 Jack Newell Blvd. S., Fort Worth, TX 76118 PAGE 1 OF 1
� Telephone: 281.469.3347 HOU; 817.496.1424 FW
��"#A���`� Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT Kimiey-Horn and Associates, Inc. PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northsic�e Dr. Fort Worth TX
DATE STARTED 3/18/11 COMPLETED 3/18/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer � AT TIME OF DRILLING 14.0 ft
LOGGED BY Culver CHECKED BY KBR AT END OF DRIL�ING ---
NOTES AFTER DRILLING ---
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� � 8815 Solon Road, Suite F-5, Houston, TX 77064
����' 7524 Jack Neweil Bivd. S., Fort Worth, TX 76118 PAGE 1 OF 1
� � Telephone: 281.469.3347 HOU; 817.496.1424 FW
���ra����'� Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT Kimiey-Horn and Associates inc. PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT I.00ATiON Commerce St & Northside Dr. Fort Worth TX
DATE STARTED 3/22/11 COMPLETED 3/22/11 GROUND ELEVATION HOLE SIZE
DRIILING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer AT TIME OF DRILLING Not encountered
LOGGED BY Cuiver CHECKED BY KBR AT END OF DRILLING Not encountered
NOTES AFTER DRILLING ---
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with limestone and shell pieces.
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Dense, tan. ST 38 4
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� i 7524 Jack Neweil Blvd. S., Fori Worth, TX 76118 PAGE 1 OF 1
�����A���� Faxep281.4693 594 HOU;�81�7.496117686.�24 FW
CLIENT Kimley-Horn and Associates Inc. PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBEF. 11-00.55 PROJECT LOCATION Commerce St. & Northside Dc Fort Worth TX
DATE STARTED 3/21/11 COMPLETED 3/21/11 GROUND ELEVATION HOLE SIZE
DRIL�ING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer � AT TIME OF DRILIING 13.0 ft
LOGGED BY Culver CHECKED BY KBR AT END OF DRILLING ---
NOTES AFTER DRILLING ---
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with limestone and asphait pieces.
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hard, brown and tan. ST 4.5+ 1.5 13 29 14 14 71
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�, � a 8815 Solon Road, Suite F-5, Houston, TX 77064
� �� 7524 Jack Neweli Bivd. S., Fort Worth, TX 76118 PAGE 1 OF 1
���b„���� Telephone: 281.469.3347 HOU; 817.496.1424 FW
Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT Kimley-Horn and Associates, Inc. PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northside Dr Fort Worth TX
DATE STARTED 3/21/11 COMPLETED 3/21/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer �AT TIME OF DRILLING 16.0 ft
�OGGED BY Culver CHECKED BY KBR AT END OF DRILLING ---
NOTES AFTER DRILLING ---
ATTERBERG E-
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R�� 8815 Solon Road, Suite F-5, Houston, TX 77064
�� 7524 Jack Neweil Bivd. S., Fort Worth, TX 76118 PAGE 1 OF 1
� � Telephone: 281.469.3347 HOU; 817.496.1424 FW
����"'�'���°� Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT Kimiey-Horn and Associates, Inc. PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northside Dr., Fort Worth TX
DATE STARTED 3/21/11 COMPLETED 3/21/11 GROUND ELEVATION HO�E SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRI�LING METHOD Auqer � AT TIME OF DRILLING 18.0 ft
LOGGED BY Culver CHECKED BY KBR AT END OF DRILLING Caved at 14.0
NOTES AFTER DRILI.ING ---
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�; �� 8815 Solon Road, Suite F-5, Houston, TX 77064
-� � 7524 Jack Neweli Blvd. S., Fort Worth, TX 76118 PAGE 1 OF 1
��, Telephone: 281.469.3347 HOU; 817.496.1424 FW
�`���KK� Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT Kimle��-Horn and Associates Inc PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT IOCATION Commerce St. & Norihside Dr. Fort Wortn TX
DATE STARTED 3/21/11 COMPLETED 3/21/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer AT TIME OF DRILLING Damp at 19.0
LOGGED BY Cuiver CHECKED BY KBR AT END OF DRILLING Dry
NOTES AFTER DRILLING ---
ATTERBERG �—
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brown. ST 11 4.5+ 2.3+ 6 29 12 17 29
10 ��N CLAY WITH SAND (CL) - Hard, brown. ST 4.5+ 2.3+ 5.2 4 118 16
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�� � 8815 Solon Road, Suite F-5, Houston, TX 77064 PAGE 1 OF 1
°�� i 7524 Jack Newell Bivd. S., Fort Worth, TX 76118
Telephone: 281.469.3347 HOU; 817.496.1424 FW
�~����^����' Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT Kimley-Horn and Associates inc. PROJECT NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St & t�lorthside Dr. Fort Worth TX
DATE STARTED 3/22/11 COMPLETED 3/22/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer � AT TIME OF DRILLING 19.0 ft
LOGGED BY Culver CHECKED BY KBR 1 AT END OF DRILLING 19A ft
NOTES AFTER DRI�LING ---
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µ �� 7524 Jack Neweil 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 NAME Water and Sanitary Sewer for Trinity River Vision
PROJECT NUMBER 11-0055 PROJECT LOCATION Commerce St. & Northside Dr., Fort Worth TX
DATE STARTED 3/21/11 COMPLETED 3/21/11 GROUND ELEVATION HOLE SIZE
DRILLING CONTRACTOR StrataBore GROUND WATER LEVELS:
DRILLING METHOD Auqer � AT TIME OF DRILLING 18.0 ft
LOGGED BY Cuiver CHECKED BY KBR 1 AT END OF DRILLING 19.0 ft
NOTES AFTER DRILIING ---
ATTERBERG F--
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SANDY SILTY CLAY (CL-M�) - Very stiff, ST 11 15 19 14 5 57
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Client: Gorrondona & Associates, Inc.
Project Name: W&S Sewer Relocations for Trinity River Vision
Project Location: Fort Worth, TX
t Date: 4/18/2011
ted By: Igr
�cked Bv: m�d
Slake Durability of Shales and Similar Weak Rocks
by ASTM D 4644
Siake Natural Description
Boring Sample Depth, Visual Water Temp
ID ID ft Description Durabil�ty Average °C Watero of
Index /o Content /o Fragments
--- BH-42 49.0-50.0 --- 89.4 21 6.5 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 smail fragments
Type III - Retained materiai is exclusively small fragments
Before Test:
Test:
�! 'x; '' � = ' � � ,i1
4 : � , 3_'.� l, � �� � ^r,s
��_ r'i {p f� �.. ;� ;a
Slake Durability of Shales and Similar Weak Rocks
by ASTM D 4644
Client:
Project Name:
Project Location
GTX #:
Test Date:
Tested By:
Gorrondona & Associates, Inc.
W&S Sewer Reiocations for Trinity River Vision
Fort Worth, TX
10685
4/18/2011
Igr
mod
Slake Naiural Description
Boring Sample Depth, Visual Water Temp
ID ID ft Description Durabii�ty Avera e°C Water of
I�dex /o g Co�tent % Fragments
--- BH-43 49.9-51.1 --- 83.7 21 8.3 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 smali fragments
Type III - Retained materiai is exclusively small fragments
Before Test;
Test:
'( a � � � r t 5"��
.: � �-'�`��� k � ,... . � a.�.�., �� �� � �?,�t;z
s_ �i �' d $ 1_: ;� ra
Client:
Project Name:
Project Location
GTX # :
Test Date:
Tested By:
Gorrondona & Associates, Inc.
W&S Sewer Relocations for Trinity River Vision
Fort Worth, TX
4/18/2011
Igr
Slake Durability of Shales and Similar Weak Rocks
by ASTM D 4644
Slake Natural Description
Boring Sample Depth, Visual Water Temp
ID ID ft Description Durabiloty Average °C Watero of
Index /o Content /o Fragments
--- BH-44 53,5-55.0 --- 73.7 21 8,6 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 smail fragments
Before Test:
After Test:
Appendix E- Geologic Atlas and Formation Description
�������� �
.1 .! C � �_� .1 � � '
0 1.25 2.5 5 Miles 1 1�005J
� ' ' ' i ' ' ' � Geologic Atlas of Texas ����������'
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Mineral Resources > Online Spatial Data > Geology > by state > Texas geologic
map data
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State Texas
Original Qal
map label
Name alluvium
Age Phanerozoic � Cenozoic � Quaternary � Holocene
Description alluvium
Comment 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.
Map Bureau of Economic Geology, 1992, Geologic Map of Texas:
reference University of Texas at Austin, Virgil E. Barnes, project
supervisor, Nartmann, B.M. and Scranton, D.F., cartography,
scale 1:500,000
Primary sand
rock type
Secondary silt
rock type
Tertiary clay or mud; gravel
rock type
Unit Bureau of Economic Geology, 1974, Austin Sheet, Geologic
references 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.
Bur€au of Economic Geology, 1976, Crystal City-Eagle Pass
Sheet, Geoiogic Atlas of Texas, University of Texas, Bureau
of Economic Geology, scale 1:250,000.
Bureau of Economic Geology, 1972, Dallas sheet, Geoiogic
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, �ureau 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.
Anderson - Andrews - Angelina - Aransas - Archer - Armstrong - Atascosa
- Austin - Bastrop - Baylor - Bee - Bell - Bexar - Blanco - Borden - Bosque
- Bowie - Brazoria - Brazos - 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 - EI Paso - Erath - Falls
- rannin - Fayette - Fisher - Floyd - Foard - Fort Bend - Franklin -
Freestone - Frio - Galveston - Garza - Gillespie - Glasscock - Goliad -
Gonzales - Gray - Grayson - Gregg - Grimes - Guadalupe - Hale - 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 -]efferson - Jim Hogg - Jim Wells - Johnson - Jones
- Karnes - Kaufman - Kendall - Kenedy - Kent - Kerr - Kimble - King -
Kinney - Klebe� g- Knox - Lamar - Lampasas - La Salle - Lavaca - Lee -
Leon - Liberty - Limestone - Live Oak - Llano - Loving - Lubbock -
McCulloch - McLennan - McMuilen - Madison - Marion - Martin - Mason -
Matagorda - Maverick - Medina - Menard - Midland - Milam - Miils -
Mitchell - Montague - Montgomery - Morris - Motley - Nacogdoches -
Navarro - Newton - Nolan - Nueces - Oldham - Orange - Palo Pinto -
Geographic Panola - Parker - Pecos - Polk - Potter - Presidio - Rains - Randall -
Reagan - Red River - Reeves - Refugio - Roberts - Robertson - Rockwall -
occurrence 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
U.S. Department of the Interior � U.S. Geological Survey
URL: http://tin.er.usgs.gov/geology/state/sgmc-unit.php?unit=TXQa1;0
Page Contact Information: pschweitzer@usgs.gov
Page Last modified: 14:59 on 08-Feb-2011
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Mineral Resources > Online Spatial Data > Geology > by state > Texas
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Terrace deposits
State TeXas
Name Terrace deposits
Geologic age Phanerozoic � Cenozoic � Quaternary � Pleistocene
Holocene
Original map label (�t
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
�he 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 graV21; silt; clay or mud
Map references Bureau of Economic Geology, 1992, Geaiogic 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., ]r., 1993a, Quaternary geologic map of
the Austin 4 x 6 degree quadrangle, United States: U.S. Geological
Survey Miscellaneous Investigations Series Map I-i420 (NH-14), scale
1:1, 000, 000.
[http: j/pubs.er.usgs.gov/publication/i1420(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.
Geographic coverage 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 - Crockett - 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 - Hamiltan
- Hansford - Hardeman - Hardin - Harris - Harrison - Hartley - Haskell -
Hays - Hemphill - Henderson - Hidalgo - Hill - Hood - Hopkins - Houston -
Hunt - Hutchinson -]ackson - Jasper - Jeff Davis - Jim Wells - lohnson -
Jones - Karnes - Kaufman - Kendall - Kent - Kerr - Kimble - King - Kinney
- Knox - Lamar - Larnpasas - La Salle - Lavaca - Lee - Leon - Limestone
- Lipscomb - Live Oak - Llano - Loving - McCulloch - McLennan -
McMullen - Madison - Marion - Mason - Maverick - Medina - Menard -
Midland - Milam - Mills - Mitcheli - 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 - Ward - Washington - Webb -
Wheeler - Wichita - Wilbarger - Williamson - Wilson - Wise - Wood -
Young - Zapata - Zavala
U.S. Department of the Interior � U.S. Geological Survey
URL: http://tin.er.usgs.gov/geology/state/ak/akgeo-unit.php?unit=
Appendix F- Unified Soil Classification System
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1
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 # 1 NE 7t St
LOCATION: 200 NE 7th St �E/4
8.75" Concrete (3664.0 PSI)
8.00" Lt Brown Sandy Clay w/rocks & gravel
ATTERBURG LIMITS: LL:20.9 PL:16.2 PI:4.7 SHRKG: 2.Oo
MUNSELL COLOR CHART: 10 Yr. 7/4 Very Pale Brown Sand
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 175'NE of N Main St C/4
7.00" Concrete (4188.0 PSI)
9.00" Dark Brown Clay w/rocks & gravel
ATTERBURG LIMITS: LL:35.1 PL:19.8 PI:15.3 SHRKG: 10.Oo
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 20'SW of N Calhoun St NW/4
9.00" Concrete (4688.0 PSI)
8.00" Dark Brown Clay w/ gravel
ATTERBURG LIMITS: LL:39.3 PL:19.9 PI:19.4 SHRKG: 10.0$
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 NE 8TH St
LOCATION: 20'SW of N Calhoun St NW/4
6.00" Concrete (4616.0 PSI)
10.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL:42.2 PI:21.5 SHRKG:11.Oo
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION:100 NE 8TH St SE/4
7.00" Concrete (5302.0 PSI)
10.00" Dark Brown Clay
ATTERBURG LIMITS: LL:40.9 PL:21.9 PI:19.0 SHRKG:10.0$
MUNSELL COLOR CHART: 10 Yr. 6/2 Zt Browning gray clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 NE 1OTH St
LOCATION : 100 NE �.OTH St C/4
3.25" HMAC
7.00" Lt Brown Sandy Clay W/rocks & gravel
6.00" Orange Sandy Clay w/gravel
ATTERBURG LIMITS: LL:27.8 PL:14.9 PI:12.9 SHRKG:6.Oo
MUNSELL COLOR CHART: 10 Yr. 5/4 Yellowish Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 NE ,.I.TH St
LOCATION: 100 NE 11T" 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.Oo
MUNSELL COLOR CHART: 10 Yr.6/3 Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
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.Oo
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 E Northside Dr
LOCATION: 100 E Northside Dr SW/4
3.50" HMAC
5.50" Concrete (5212.0 PSI)
7.00" Brown Sandy Clay w/rocks & gravel
ATTERBURG LIMITS: LL:23.2 PL:13.4 PI: 9.8 SHRKG: 5.Oo
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 W Northside Dr
LOCATION: 209 W Northside Dr NW/4
6.50" HMAC
5.00" Concrete (5435.0 PSI)
6.00" Lt Brown
ATTERBURG LIMITS: LL:27.4 PL:13.5 PI:13.9 SHRKG: 8.0%
MUNSELL COLOR CHART: 10 Yr. 7/3 Very Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 310 W Northside Dr SE/4
5.00" HMAC
6.00" Concrete (5498.0 PSI)
5.00" Lt Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL:22.2 PL:11.3 PI:10.9 SHRKG: 6.Oo
MUNSELL COLOR CHART: 10 Yr. 7/3 Very Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 3
3
LOCATION: 500 W Northside Dr NW/4
10.50" HMAC
5.50" Concrete (5870.0 PSI)
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 1 N Commerce St
LOCATION: At NE 6TH St NE/4
2.75" HMAC
8.75" Concrete (4167.0 PSI)
4.50" Dark Brown Clay
ATTERBURG LIMITS: LL:34.9 PL:19.7 PI:15.2 SHRKG:9.Oo
MUNSELL COLOR CHART: 10 Yr. 5/3 Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 721 N Commerce St C/4
5.00" HMAC
6.00" Brown Sandy Clay w/gravels
5.00" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL:18.9 PL:14.9 PI:4.0 SHRKG: 2.Oo
MUNSELL COLOR CHART: 10 Yr. 5/3 Brown Sand
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 170'NW of NE 7t'' St SW/4
2.25" HMAC
7.75" Concrete (4476.0 PSI)
6.00" Lt Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL:26.7 PL:14.2 PI:12.5 SHRKG: 7.0$
MUNSELL COLOR CHART: 10 Yr.6/3 Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 4
LOCATION: 200'NW of NE 9TH St NE/4
7.25" Concrete (4399.0 PSI)
5.00" Orange Sandy Clay w/ gravel
3.75" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL:25.4 PL:18.0 PI:7.4 SHRKG: 4.0%
MUNSELL COLOR CHART: 10 Yr. 7/3 Very Pale Brown Sand
UNIT WEIGHT: N/A #/CFT
HOLE # 5
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.Oo
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sand
UNIT WEIGHT: N/A #/CFT
HOLE # 6
LOCATION: 1210 N Commerce St SW/4
2.25" HMAC
8.00" Lt Brown Sandy Clay W/gravel
5.75" Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL:22.5 PL:14.1 PI:8.4 SHRKG: 4.Oo
MUNSELL COLOR CHART: 10 Yr. 6/6 Reddish Yellow SandV Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 7
LOCATION: 220'NW of NE 9T" ST C/4
3.50" HMAC
5.75" WOOD
6.75" Gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
Approval:
Routing:
Ryan Jeri
Date Tested: 5/10/12-5/17/12 Superintendent
Requested by: LIAM CONLON
Tested by: Soil Lab File
GC-4.06 I��za�dous Envi�onmental Condition at Site
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF ['ORT \�ORTH TRV — Parts 6 Rt 12 — White Settlement Bridge
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMENTS Water and Sanitaiy Sewer Relocations
Re��ised July I, 20l 1 Ciry Project No. 009fi9
��
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November 26, 2012
Mr. Rau) Pena, P.E.
TranSystems Corporation
500 West Seventh Street, Suite 1100
Worth, Texas 76102
RE: Pre-Construction Environmental Investigation Summary Report
City of Fort Worth Central City Utility Relocation Project
Stormwater and Franchise Utilities
Dear Mr. Pena:
Freese and Nichols, Inc. (FNI) is pleased to present this letter report to TranSystems
Corporation (TranSystems) summarizing the findings of a pre-construction environmental
investigation conducted for proposed storm water and franchise utility relocations associated
with the Trinity River Vision/Centra) City Project in Fort Worth, Tarrant County, Texas. The
investigation was performed in accordance with the Pre-Canstruction Environmental
Investigation Work Plan prepared by FNI, dated November 2012, and approved by TranSystems
and Trinity River Vision Authority (TRVA) representatives on November 1, 2012.
BACKGROUND
The TRVA is responsible for implementing a master plan for the Trinity River in Fort Worth,
Texas. The master plan program, called the Trinity River Vision/Central City Project, includes
connecting the City of Fort Worth community to the Trinity River corridar. The overall program
consists of new recreational facilities, improved infrastructure, environmenta) enhancements
and event programming.
The City of Fort Worth Central City Utility Relocation Project is part of TRVA's overall project to
build an urban waterfront community along the Trinity River to the north of downtown Fort
Worth. The overall project project includes three bridges and a bypass channel that will connect
the Uptown and Northside neighborhocds of Fort Worth. A 1.5-mile bypass channel will be
constructed reduce flooding in communities north of the downtown area.
Construction of the proposed TRV Bypass Channel and bridges will require relocation of several
utilities in the area including the City's water delivery system, sanitary sewer system, and storm
Mr. Raul Pena
IVovember2b, 2012
Page 2 of 5
water infrastructure, third-party natural gas pipelines, and franchise utiiities. The project is
lacated in an urban developed area of Fort Worth with several known and potential sourc�s of
environmental contamination.
LI M ITATIONS
The opinions and recammendations found in this limited environmental investigation are based
on caution and conservatism by an experienced professional. Environmental regulations are
continually changing, and a presently clean site based on technical opinion in the absence of a
standard could be considered a contaminated site in the future, based on a new or amended
regulation or standard. Completion of this study does not preclude the possibility that other
chemicals of concern (COCs) could be present on the subject property that were not selected
for this investigation. Sample locations were selected on the basis of their relative probability
for being affected if COCs were spilled, dumped, ar improperly used on the site. However, FNI
cannot guarantee that contamination does not exist in other areas of the site even though no
evidence of impacts was observed.
ENVIRONMENTAL INVESTIGATION
The purpose of the pre-construction environmental investigation was to identify:
� Potential subsurface contamination that might require protection of utility lines.
� Potential construction worker safety requirements due to the presence of contaminated
soils.
� Potential waste classification and disposal requirements for excess spoils generated
during the construction of utilities.
The environmental investigation was conducted along the proposed utilifiy rights-of-way on
November 7, 2012 by Kimberly Buckley, I<atie Leatherwood, and Ryan Deal of FNI.
Multiple environmental investigations have been performed by third parties on behalf of the
TRVA or City within the project area. FNI chose sample locations for this investigation in areas
where utility lines were being constructed that had not been previously sampled in order to
minimize fihe duplication of environmental sampling effort. FNI obtained information for
previous environmental sampling conducted by the TRVA and the City along proposed water
and sewer utility alignments. In addition, parcels were identified along the proposed storm
water and franchise utility alignments where a Phase II Environmental Site Assessment was
conducted by TRVA. Sample locations were eliminated where co-located with water and
sanitary sewer rights-of-way or adjacent to parcels where a Phase II Environmental Site
Assessment was previously conducted.
FNI installed 22 soil borings using a direct push drill rig within the proposed utility rights-of-way
under a subcontract agreement with MagnaCore Drilling and Environmental Services, Inc.
Sample locations are depicted on Figures 1 through 3 in Attachment A.
Mr. Rau! Pena
November 26, 2012
Page 3 of 5
__ _
All samples were collected and submitted to Xenco Environmental Laboratories in Dallas, Texas
for labaratory analysis. Laboratory results for these samples are summarized in Tables 1
through 3 in Attachment A and included as Attachment B. Sample results were compared to
Texas Risl< Reduction Program (TRFiP) action levels, which represent the lowest applicable Tier 1
residential protective concentration limits (PCLsj or Texas-specific background concentrations
established by the Texas Commission on Environmental Quality (TCEQ). Additionally, data were
compared fio waste classification guidelines published by the TCEQ.
fVl�ir� S�r�ef �rid�� Ar�a
Two soi) borings (6th-1 and 6th-2) were installed along the proposed franchise utility right-of-
way on Northeast 6tf' Street between North Main Street and North Calhoun Street. Sample 6th-1
was installed on the south side of 6th Street just to the east of North Main Street. Sample 6tn_2
was installed on the north side of 6t" Street just to the east of North Commerce Street. Sample
locations are shown on Figure 1 in Attachment A.
Proposed utility work in the area is anticipated to occur between four and ten feet below
ground surface (bgs). Two soi) samples were collected from each soil boring representing soils
from two depth intervals, one from four to six feet bgs and one from eight to ten feet bgs. The
sail samples were analyzed for volatile organic compounds (VOCs) by Environmental Protection
Agency (EPA) Method 8260, Resaurce Conservation and Recovery Act (RCRA) heavy metals by
EPA Method 60108, and total petroleum hydrocarbons (TPH) by Texas Method 1005. Analytical
results are summarized in Table 1 in Attachment A.
VOCs and TPH were not detected in any of the samples collected from borings 6th-1 and 6tn_2
Low-level concentrations of arsenic, barium, cadmium, chromium, lead and mercury were
detected below their respective TRRP action levels in all samples from 6th-1 and 6ih-2. Selenium
' was also detected at a low concentration below its TRRP action level in the 4-6 foot sample
from 6th-1.
Henderson S�ree� Brldae Area
Four soil borings (Henderson-1, Henderson-2, Henderson-3, and Henderson-4) were installed in
parking lots and Henderson Street right-of-way on the west side of Henderson Street.
Henderson-1 and Henderson-2 were installed in the parking lot of commercial and industrial
businesses just north of Cullen Street. Henderson-3 and Henderson-4 were installed along the
Henderson Street right-of-way to the north of Henderson-1 and Henderson-2. 5ample locations
are shown on Figure 2 in Attachment A.
Proposed utility work in the area is anticipated to occur between four and six feet bgs. One soil
sample was collected from each soil boring representing the interval from four to six feet bgs.
The soil samples were analyzed for VOCs by EPA Method 8260, RCRA heavy metals by EPA
Mr. Rau! Pena
PVovember 26, 2012
Page 4 of S
Method 60108, and TPH by Texas Method 1005. Analytical results are summarized in iable 2 in
Attachment A.
VOCs were not detec�ed in any sample from borings HendEr�cn-1, Hederson-2, Henderson-3,
and Henderson-4. Low-leve) concentrations of mid- and high-range petroleum hydrocarbons
(Cz2-CZn and CZg-C35� were detected in the samples collected from boring Nenderson-2,
Henderson-3, and Henderson-4 below TRRP action levels.
l.ow-level concentrations of arsenic, barium, cadmium, chromium, and mercury were detected
below their respective action levels in all sampfes from Henderson-1, Henderson-2, Henderson-
3, and Henderson-4. Selenium was also detected below its TRRP action level in samples fram
Henderson-2 and Henderson-3, Silver was detected below its TRRP action level in boring
Henderson-2,
Elevated levels of lead were detected in the samples from Henderson-2, Henderson-3, and
Henderson-4. Detected lead cancentrations exceeded preliminary screening levels using Class I
waste limits under State disposal guidelines. Toxicity Characteristic Leaching Procedure (TCLP)
analyses were run on the Henderson-2 and Henderson-4 samples to determine how excess
spoils should be handled for disposal in a local landfill. Results of TCLP testing indicate that any
soils that cannot be returned to the trench during construction activities will lilcely be classified
as a Class II non-hazardous waste.
White Se�tlement �rid e Area�
Seven soil borings (Adolph-1, Adolph-2, Adolph-3, Adolph-4, Weisenberger-1, Kansas-1, and
Kansas-2j were installed within utility rights-of-way in a two-city blocl< by three-city block area
south of White Settlement Road. Adolph-1 through Adolph-4 were installed along a proposed
franchise utility right-of-way on Adolph 5treet from White Settlement Road to Weisenberger
Street. Weisenberger-1 was installed along a proposed franchise utility right-of-way on the east
end of Weisenberger Street. Kansas-1 and I<ansas-2 were installed on 1<ansas Street within
franchise utility right-of-way between Harrold Street and Greenleaf Street. Sample locations are
shown on Figure 3 in Attachment A.
Proposed utility work in the area is anticipated to occur between four and ten feet bgs. Two soil
samples were coilected from each soil boring representing soils from two depth intervals, one
from faur to six feet bgs and one from eight to ten feet bgs, The soil samples were analyzed for
VOCs by EPA Method 8260, RCRA heavy metals by EPA Method 6010B, and TPH by Texas
Method 1005. Analytical results are summarized in Table 3 in Attachment A.
VOCs were not detected in any sample from borings Adolph-1, Adolpn-2, Adolph-3, Adolph-4,
and Kansas-2. Methyl tertiary butyl ether (MTBE) was detected at low-level concentrations
below its TRRP action (evel in borings Kansas-1 and Weisenberger-1. Mid-range hydrocarbons
Mr. Raul Pena
November 26, 2Q12
Page S of 5
(C12-CZ$) were uetected in the sample representing the interval from 4-6 feet from baring
Weisenberger-1 at concentrations below its actian fevel.
Low-level concentrations of arsenic, barium, cadmium, chromium, lead, and mercury were
detected in all samples collected from borings in the White Settlement Area below their
respective TRRP action levels. Selenium was also detected below its TRRP action level in the 4-6
foot sample from bori��g Kansas-2.
COMCLUSIONS AND RE�OMMENDATIONS
Results of this pre-construction environmental investigation indicate that soils within the
proposed storm water and franchise utility righ#s-of-way included in this investigation do not
pose a health risl< to construction worl<ers. All detected COC concentrations were below action
levels considered protective of worker health and safety.
Excess soils or waste materials excavated during utility installation within these proposed
rights-of-way should not be considered "clean" without further analysis. Any materials
excavated as part of construction activities that cannot be used as backfill in the trench should
not be reused as clean fill material off-site. Excess soils should be properly characterized for
waste disposa) purposes, Based on the findings of this investigation, excess spoils would likely
require disposal as a Class I� non-hazardous waste.
With the campletion of this environmental investigation, FNI will compile area-specific
summary reports that include both FNI and third-party environmental data for all proposed
storm water and franchise utility rights-of-way to include with construction documents.
Freese and Nichols appreciates the opportunity to provide TranSystems and TRVA with
professional environmental services during this project. Please contact me at (817) 735-7332 or
Robert Chambers at (817) 735-7462 if you have any questions or need additional information.
Sincerely,
`� %� i �� �� t. _ �'.�,'
�j � jj�, f. �e ;� �� ��,;�,, � y,�''<,
� f�,�, {u�. {�� ; ,,,.
('� ..- ���,`�;'��� '� �
( " %�`'''� ' � �_..>_��.����``��,
Kimberly Buckley, P.G. Robert Chambers, P.G.
Enclosures: Attachment A— Figures and Tables
Attachment B— Original Laboratory Reports
Attachment A
Figures and Tables
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Attachment B
Origina) Laboratory Reports
Analytical Report 452174
for
Freese & Nichols, Inc.
Project Man�tger: Kimberly Bucicley
Ft. Worth Central City Storm Water
TSC083C9
15-NOV-12
Colleeted Qy: Client
�
� ��
�� �, �',�.
�..
� 09M"' i
9701 Harry Hines Blvci, Dallas, TX 75220
Ph:(214) 902-0300 Fax:(214) 351-9139
Xenco-I-fouston (GPA Lab code: TX00122):
'1'e�as (Tf04704215-10-6=I'X), Arizona (AL0765), Arkansas (08-039-0), Connecticut (PI-{-0102), Floi•ida (�871002)
tlli��ois (002082), [i�dian� (C=�X-02), lo��va (392), Kai�sas (E-10380), [Centttcky (�45), Louisiana (03054)
New Hampshire (297408), Ne�-v Jersey (TX007), New Yock (11763), Oldahon�a (9218), Pennsylvania (68-03610)
[Zhode [sl�nd (LA000312), USDA (S-44102), DoD (LI1-54)
Xenco-Atl�i�ta (GPA Lab Code: GA00046):
Fiorida (E87429), North Carolina (483), South Carolina (98015), Kei�tucky (85), DoD ( LIO-135)
Louisiana (04176), USDA (P330-07-00105)
XEnco-Tampa Mobile (EPA Lab code: ['L01212): Floi•ida (L84900)
Xenco-Laheland: Plocidl(G84098)
Xei�co-Odessa (GPA L�b code: T�00158): Tesas (T104704400=I'X)
Xenco-D�Ilas (GPl� Lab code: TX01468): Texas (T104704295=T'X)
Xe�1co Phoeni� ([,PA Lab Code: AZ00901): Arizona(AZ0757)
Xenco-Phoei�ix M�>bile (CPA L1b code: AZ00901): Arizona (AZM757)
Xenco Tucson (GPn Lab code:Al000989): Arizo�la (A70758)
Page 1 of 127 Final 1.000
� k`n,�
� .: k
��:�
_
I 15-NOV-12
nroject Manager: ICimberly Bucicley
Freese & Nichols, Inc.
4055 International Plaza, Suite 200
Fort Worth, TX 76109
Reference: XENCO Report No: 452174
Ft. Worth Cenh�al City Storm Water
Project Address: Tx
I�imberly Bucicley:
We are reporting to you the results of the analyses performed on the samples received �mdec the project name
' referenced above and identified with the XENCO Repoct Numbec 452174. All restilts being reported under
this Report Numbei• apply to the samples analyzed and pi•operly identifled with a Laboratory ID number.
Subcontracted analyses are identifed in this report with eithec the NELAC cei•tification number of the
�'�� �� subcontract lab in the analyst ID iield, or the coinplete subcontcacted report attached to this report.
Unless otherwise noted in a Case Nacrative, all data repocted in this Analytical Report are in compliance with
NELAC standards. The uncertainty of ineasurement associated with the results of analysis reported is
available upon request. Should insufficient sample be provided to the laboratocy to meet the method and
NELAC Matrix D��plicate and Matrix Spike cec�uirements, then the dat� will be analyzed, evaluated and
reported using all other available quality control measures.
The validity and integrity of this ceport will cemain intact as long as it is accompanied by this lettec and
� reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filecl for at
� least 5 years in our acchives after which time it will be destroyed without further notice, un(ess otherwise
arranged with you. The samples ceceived, and described as cecorded in Report No. 452174 will be fi(ed for
�' 60 days, and aftec that time they will be propecly disposed without fin•ther 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
� considec so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standacd
pr�ctices, controlled substances under regufated protocols, etc).
�
� �
��� We thanlc you for selecting XENCO Laboratories to serve yolu• analytical needs. If you have any questions
� concerning this cepoct, please feel free to contact us at any time.
Respectfully,
�
Jennifer Calde�•on
Project Manager
Recipieirf of tlre P��estigior�s Snt�rll Qusiiress Arb�:i�tistrntio�t Aivnrr/ of E�celleirce i�r I994.
Cer/ified and approi�ecl by �atu�ierous S�ates nnd Age��cies.
A Sma/l Br�siness a��c/ ii4ii�orit�� Slalrrs Compa»�� Ihal delive�s SER I�ICG a��d QUALI'I'}'
Houston - Dallas - Odessa - San Antonio - Tampa - Lakeland - Atlanta - Phoenix - Oklahoma - Latin America
Page 2 of 127 Final 1.000
Samp(e Icl
[<ansas 1:4-6'
Kansas 1:8-10'
Weisenberger 1:4-6
Weisenbecger 1:8-10
Kansas 2:4-6
Kansas 2:8-10
Adolph 4:4-6
Adolph 4:8-10
Adolph 3:4-6
Adolph 3:8-10
Ado(ph 2:4-6
Adolph 2:8-10
Adolph 1:4-6
ndotn�, i:s-lo
Cth 2:�-6
6th 2:8-10
6th 1:4-6
6th 1:8-10
F[enderson 4:4-6
f-lei�derson 3:4-6
Hendecson 2:4-6
Henderson 1:4-6
Sample Cross Reference 452174
Freese & Nicliols, Inc., Fo�•t Wortli, TX
Ft. Worth Central City Storm W�tec
Nt�trix
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
Date Coltected
11-07-12 15:45
11-07-12 15:45
ll-u7-i2 14:35
11-07-12 14:35
11-07-12 I5:10
11-07-12 15:10
11-07-12 14:13
11-07-12 14:13
11-07-12 13:53
II-07-12 13:53
I 1-07- I 2 13 :28
1 1-07-12 13 28
11-07-12 13:05
11-07-12 13:05
1 I-07- I 2 1 1:43
1 1-07-12 1 1:43
1 1-07-12 I 1:30
1 I -07-12 1 l :30
I 1-07- I 2 10:54
I 1-07-12 10:54
1 1-07-12 I 0:02
1 1-07-12 09:45
S�mple Depth
4-6tt
8-lOft
4-E ft
8-IOIt
4-6ft
8-lOft
4-6 ft
8-IOft
4-6tt
8-101t
4-6 ft
8-IOft
4-6 ft
8-lOft
a-� rr
8-10(l
4 - 6 1't
8-lOft
4-6 ft
4-6 ft
4-6tt
�-6ft
Page 3 of 127
Final 1.000
�� <w�
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��
Lab Sample Id
452174-001
452174-002
452174-003
452174-004
452174-005
452174-006
45217�t-007
452174-008
4�2174-009
452174-010
452174-011
452174-012
4�2174-013
452174-014
452174-015
452174-016
452174-017
452174-018
452174-019
452174-020
452174-021
452174-022
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Wocth Central City Storm Water
s,'."';� �;
�-�.
Sample Id: ICansas 1:4-G' Mah•i�: Solid Sample Depll�: 4- 6 ft
Lab Sample Id: 452174-001 Date Collected: 1 1.07.12 15.45 Date Received: 11.08.12 (G.41
.
Analytical Method: �4etals per [CP by S�V84G 6010I3 % Moist: 14.78 Prep Mcthod: 3050Q
Date AnaL• t l.12.12 12.02 Analyst: DAT Date Prep: 1 1.12.12 07.00 Tech: DAT
A�ial seq: 900656 Pre� seq: (29761
CAS \iQL �L!!L
Parameter Number Result UuAdj �'IQL Adj UnAdj SDL Onits P'I�g Dil
_
Arsenic 7440-38-2 2.4') 0.500 O.S33 0.1(5 0.176 mv�kg I_
[3arium 7440-39-3 G3.3 0.500 0.533 OJ65 p.�76 mg/kg 1
Caclmium 7440-43-9 0.334 0250 0267 0.0750 0.0800 mcY kg 1
Chromium 7440-47-3 l�t.l 02�0 0267 0.0750 0.0800 �»��� I
Lc�d 7439-92-1 5.55 0.600 0.640 0200 0.213 �»��g �
Selenium 7782-49-2 U 0.500 0.533 0.165 0.176 �n��g U �
Silver 7�140-22-4 U 0200 Q213 0.0650 0.0(93 �n��g U I
Analytical Method: 11�Iercury b,y S1\'7471A %Moist: 14.78 Prep Method: .
Date Anal: 1 I.13.12 I 1.46 Analyst: DAT Date Prep: 1 1.13. l2 07.45 Tech: DAT
Ana( seq: 900748 Prep seq: G29849
CAS �4QL �IDL
Parameter Number Result UnAdj �'�QL ��.I Unpdj SDL IJnits �lag Dil
_
_
_
D4erciu�y 7439-97-6 0.00357 Q0100 0.00298 0.00330 p.000983 �p��g �
Analytical Method: 7'PH by Te�as1005
Date Anal: 11.12.12 12.02
Anal seq: )00704
Analyst• LTO
% Moist: 14.78
Date Prep: 1 I.12.12 09.00
Prep seq: 629843
Prep Method: 1005
Tech: LGO
ct�s n►Q� nto�
Parameter Number Result UnAdj �'�Q� A�J UnAdj SDL Units P'lag Dil
CG-C12 Gasoline Range 1lydrocarbons PHC612 U 50.0 53.7 . 9.80 I 1.5 �ng/kg U I
C12-C28 Diesel Range H}�drocarbons PHCG1028 U 50.0 58.7 12.1 �4_2 mg/kg U I
C23-C35 Oil Range H}�drocarbons PHCG2335 U 50.0 53.7 12J �q.2 mgJkg U I
Totai TPH 1005 PIfC635 U 9.80 � �.5 mg/kg U
Surrogatc
o-Terphenyl
l-Chlorooctane
°/a Rec
98
104
Limits Ilnits
70 - I 30 %
70 - I 30 %
Flag
Page 4 oi 127 Finai 1.000
Certificate of Analytical Results 452174
s,��:A,'`� �;
����,
���` ,..._,,,,�
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Water
Snmple Id: Kansas 1:4-G'
Lab Sample Id: 45217�t-001
.
An�fytical Method: VOAs by S���-846 82GOI3
Date Anal: 11.12.12 14.18
Anal seq: 900753
Pairameter
Qenzene
[3romobenzene
aromochloromethane
Qromodichloromethane
Qromoform
Methyl bromide
tert-E3utylbenzene
Sec-E3utylbenzene
n-Qutylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroeth�ne
Chlorofonn
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
Dichlorodi(luoromethane
1,2-Dichlaoethane
I,t-Dichloroeth�ne
trans-I ,2-dichloraethylene
cis- I ,2-Dichloroethylene
I,I-Dichloroelhene
2,2-Dichloropropane
1,3-0ichioropropane
1,2-Dichloropropane
trans- I ,3-dichloropropene
i, I-Dichloropropene
cis-I ,3-Dichloinpropene
ca,yi���,Ze„�
He�achiorobut�diene
Isopropylbenzene
Methylene Chloride
�1't'[3G
Naphthalene
n-Propylbenzene
Styrene
M�tri�: Solid Sample Deptli: 4- fi ft
D1te Co(lected: I 1.07.12 I5.45 Date Received: I L08.12 16.41
_
_ _
_
%Moist: (4.78 Prep Method: 5030[3
Analyst: SOP Datc Prep: I 1.12.12 13.30 Tecli: SOP
Prep seq: 629878
CAS
Number
71-43-2
i os-s�-i
74-97-5
�s-2�-a
75-25-2
74-83-9
98-06-(
135-98-8
104-51-8
56-23-5
108-90-7
75-00-3
67-6G-3
74-87-3
95-49-8
106-43-�4
99-37-6
��- i z-x
i za-ax- i
106-93-4
74-95-3
95-50- i
541-73-I
106-46-7
75-71-8
107-06-2
75-34-3
15(i-60-5
I56-59-2
75-35-4
s�a-2o-�
142-28-9
78-87-5
I 006 I -02-(
563-58-6
100(I-01-5
i oo-a � -�t
87-68-3
�s-sz-x
75-09-2
I 634-04-a
9 I -20-3
103-65-I
i oo-az-s
Result
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
tJ
U
U
u
U
U
U
U
U
u
U
U
u
0.00130
U
U
u
�4QL
UnAdj n'IQL Adj
0.00500 0.00581
0.00500 0.00581
0.00500 0.00581
0.00500 0.00581
o.00soo o.00ss�
0.00500 0.00581
0.00500 O.00SSI
0.00500 QOOSSI
Q00500 0.00581
0.00500 0.00581
0.00500 0.00581
0.0100 0.01I(
0.00500 0.00581
0.0100 O.OI16
0.00500 0.00581
0.00500 0.00581
0.00500 Q00581
0.00500 0.00581
o.00soo o.00ssi
0.00500 0.00581
0.00500 0.00581
0.00500 0.00581
0.00500 0.00581
0.00500 0.00581
0.00500 O.00SA1
0.00500 0,00531
0.00500 0.00581
O.00S00 0.00581
o.00soo o.00sxi
0.00500 0.00581
0.00500 0.00581
Q00500 0.00531
O.00S00 0.00581
0.00500 0.00581
0.00500 0.00581
0.00500 O.00S81
0.00500 0.00581
Q00500 0.00581
0.00500 0.00581
o.oioo o.oi i�
0.00500 O.00SAI
0.0100 O.O116
0.00500 0.00581
o.00soo o.00ssi
�9DL
UnAdj
0.00100
0.00100
0.00100
0.00100
o.00ioo
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00100
0.00100
0.00100
0.000877
o.00 i o0
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
O.00 I 00
0.00100
0.00100
0.00 I 00
0.00100
0.00100
o.00aoo
0.00100
0.00200
0.00100
0.00 I 00
sn�
0.001 I6
0.001 16
0.001 I G
o.00i i�
0.00116
0.001 16
O.00I 16
0.001 16
0.001 16
0.001 1(
0.001 16
0.00232
0.001 I (i
0.00232
0.001 16
0.00116
0.001 16
o.00 i o2
0.001 1 C
0.001 I6
0.001 16
0.001 16
0.001 16
0.001 16
0.001 I (
0.001 16
OA01 I6
0.001 I6
0.001 16
0.001 16
0.001 16
0.001 I6
0.001 16
0.001 16
0.00( I6
0.001 16
o.00i ib
0.00116
o.00i i�
o.00a�s
0.001 16
0.00232
0.001 16
0.001 16
units r�ag
m�kg U
mg/kg U
mg/kg U
m�kg U
�»��:� u
mg/hg U
mg/kg U
m�/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
mc,�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
�„��� u
mgJkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�/kg U
mg/kg U
m�k� uxr
�„��:� �
mg/kg U
m�Jkg U
mg/kg U
i�i!
1
1
I
I
i
1
i
I
I
I
1
I
I
1
1
I
I
I
�
I
I
I
I
I
I
i
I
I
I
Page 5 of 127 Finai 1.000
�
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortii, TX
Ft. Worth Central City Storm Watei•
s,,"„� '(�:
��
Sample Id: Kans�s 1:4-6' Matrix: Solid Sample Depth: 4- 6 ft
Lab Sample Id: 452174-001 Date Collected: I 1.07.12 15.45 Date [Zeceived: 11.08. l2 16.41
Analytical Method: VOAs by S��V-84G 8260B
Date Anal: 11.12. l2 14.18 Analyst: SOP
Anal seq: 900753
P�rametcr
(, I,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
'I'etrach I oroethyl ene
'I'oluene
I ,2,3= Prichlorobenzene
1,2,4=I'richlorobenzene
1,1,2-Trichloroethane
I, l, l-Trichloroethane
Trichloroethylene
Trichlorotluoromethane
i ,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vin}�I Chloride
o-Xylene
m,p-\ylenes
CAS
NwnUcr
630-20-6
79-34-5
t 27- I 3-4
108-88-3
87-61-6
120-82-I
79-00-5
71-55-(
79-01-6
75-69-4
96-18-4
95-63-6
108-67-8
75-01-4
95-47-6
179601-23-1
Surrogatc
Dibromotluorometl�ane
I ,2-Dichloroethane-D4
Toluene-DS
4-E3romofluorobenzene
Analylicll Melhod: Percent Moistiu•e
Date AnaL• l 1.12.12 12.31
Anal seq: 900640
% Moist: 14.78 Prep Metltod: 5030[3
Date Prep: t L 12.12 I3.30 Tech: SOP
Prep seq: 629878
i�4QL D9DL
Result UnAdj ��QL A��j UnAdj SDL Onits P'lag Dil
U 0.00500 O.00SbI 0.00100 O.00I i6 �n6��g U �
U 0.00500 O.00SSI 0.00100 0.00116 ing/kg UX I
U 0.00500 O.00S81 0.00100 0.00116 �»��g U �
U 0.00500 0.00581 0.00100 0.00116 »>��� U �
U 0.00500 0.00581 0.00100 0.00116 �nP��g � 1
U O.00S00 0.00581 0.00100 0.00116 �n��g U �
U 0.00500 0.00581 0.00100 0.00116 mg/kg U I
U 0.00500 0.00581 0.00100 0.00116 �n��g U I
U 0.00500 0.00581 0.00100 0.00116 �n��g U �
U 0.00500 0.00581 0.00100 0.00116 �ngJkg U 1
U 0.00500 0.00581 0.000181 0.000210 �»F��g �1 1
U 0.00500 O.00SS1 0.00100 0.00116 �»��g U �
U O.00S00 0.00531 0.00100 0.00116 �nP,��g U �
U 0.00200 0.00232 0.000400 0.000465 �»€��g U �
U 0.00500 0.00581 0.00100 0.00116 �n€/�g U I
U 0.0100 0.0116 0.00200 0.00232 �n��g U �
% Rec Limits Units rlag
79 53 - 142 %
97 56 - I 50 %
103 70 - I 30 %
104 68 - I 52 %
. _
`% Moist: Prep Melhod:
t1 D1te Prep: Tech:.lE3U
Prep seq:
N[QL DIDL
Resuit UnAdj �IQL ��J Unp�j SDL Units rlag Dil
__ .
_
1 J.8 I .00 %
Analyst: JB
Pa ra meter
__
Pcrcent �toisturc
CAS
Numbcr
TMOIST
Page 6 oi 127
Final 1.000
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wo►�th, TX
Ft. WocYh Central City Storul Water
�
:'` .,, `� �:
�`�� .,_ .�„�
Sample Id: K�nsiis 1:8-10' � Matrix: Solid Sample Depth: 8- 10 ft
Lab Sample Id: 452174-002 Date Collected: 11.07.12 15.45 Date Received: I 1.08.12 1G.41
Analytical Method: A4etals��per ICP� by SW8�{G 60106 °io Moist• 15.97 Prep Method: 30508
Date Anal: 1 L 12. t 2 12.05 Anzlyst: DAT Date Prep: l 1.12.12 07.00 Tech: DA'C
An11 seq: 900656 Prep seq: 629761
Parametcr
Arsenic
t3arium
Cadmium
Chromium
Lcad
Selenium
s�i��er
CAS
Nmnber
7440-38-2
7440-39-3
7440-43-9
7440-47-3
7439-92-i
7782-4)-2
�aao-aa-a
�4QL
Rcsidt UnAdj �'1QL Adj
3.23 0.500 0.567
7G.5 O.S00 0.567
0.32') 0250 0.283
13.4 0250 0283
5.70 0.600 0.680
U 0.500 OS67
U 0200 0.227
nt�L
UnAdj
0.165
0. I 65
0.0750
0.0750
0200
0.165
0.0650
SDL Units P'I.ig Dil
0.187 �ng/kg I
0.187 �»�hg 1
0.0850 �»��� 1
0.0850 �»��� I
0.227 mg/kg I
0.187 �ng/kg U I
0.073? �ng/kg U I
Analytic�l Method. Ntcrcury by S�1'7471A `% Moist: 15.97
Date Anal: 1 1.13.12 11.48 Analyst DAT Date Prep: I 1.13.12 07.45
Anal seq: 9pp74g Prep seq: G29849
CAS D4QL n�iDL
Y:iraimeter Nwnber Resu(t lJnAdj �'IQL Adj U��p�lj
. .
119crcw�y 7439-97-6 0.00304 0.0100 0.00335 0.00330
Analytical Method: � TPIi by Tcx,is1005 % MoisL• 15.97
Date An<tl: I I.09. ( 2 20.53 Analyst: LGO Date Prep: 1 I.09.12 14.00
An�l seq: 900G39 Prep seq: G29778
Prep Method:
Tech: DA'['
SDL Units �lag Dil
- _
0.00112 �»�kg .f I
Prep Method: 1005
Tech: LEO
CAS MQL \7DL
Paramctcr Number Rcsult UnAdj ��tQL ���j UnAdj SDL Units Tl:ig Dil
.
_
CG C12 Gasoliuc Ruuge I Iydrocarbons PfiC612 U 50.0 58.5 9.80 1 I.S mg/kg U I
C12-C28 Diesel Range Hydrocarbons PIiCG1028 tJ 50.0 58.5 12.1 �4.2 mg/kg U I
C28-C35 Oil Rangc F(ydrocarbons PHCG2835 U 50.0 58.5 12J �q.2 mg/kg U I
"I'otal TPFI 1005 PFIC635 U 9.g� I i S �»P��� U
Sin•rog�tc '% Rec Limits Units P'lag
o-'I'erphenyl 84 70 - 130 %
I-Chlorooctane 91 70- 130 %
Page 7 of 127
Final 1.000
�
T k �,
Sample Id: ICansas 1:8-10'
Lab Sample Id: 45217d-002
Analytical Method: VOAs by S�\'-8dG 82GOI3
Date Anal: 1 L 13. l2 14.47
Anal seq: 900860
Pa ra mete r
Benzene
Bromobenzene
Bromochloromethane
BromodichloromeU�ane
Bromofonn
Methyi bromide
tert-Butylbenzene
Sec-Butylbenzene
n-Butylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chiorofonn
Methyl Chloride
2-Chlorotoluene
4Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-D ibromo-3-Chloropropane
Dibromochlorometh�ne
1,2-Dibromoethane
Methylene branide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,2-Dichloroethane
I, I -Dichloroethane
trans-1,2-dichloroethylene
cis-I ,2-Dichloroethylene
1,1-Dichioroethene
2,2-Dichioropropane
1,3-Dichloropropane
1,2-Dichloropropane
trans-1,3-dichloropropene
l, I -Dichloropropene
cis- I ,3-Dichloropropene
ENiylbenzene
Heaaehlorobutldiene
Isopropylbenzene
Methylene Chloride
MTBE
Naphthalene
n-Propylbenzene
Sryrene
Certificate of Analytical Resiilts 452174 �'�`"� ���
��,
I+reese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Storill Watei•
Matrix: Solid Sample Depth: 8- 10 1't
Date Collected: ll.07.12 15.45 Date Received: I 1.08.12 16.41
.
% Moist: 15.97 Prep Method: 5030B
Ana(yst: SOP Date Prep: I 1.13.12 12.00 Tech: SOP
Prep seq: 629945
CAS
Number
71-43-2
108-8G- I
�a-��-s
75-27-4
75-25-2
74-83-9
98-06-6
135-93-8
i o�-s � -s
56-23-5
103-90-7
75-00-3
67-66-3
74-87-3
95-49-8
106-43-4
99-87-6
��-i a-x
12448- i
106-93-4
74-95-3
95-50-1
541-73-1
� o�-a�-�
75-71-8
107-06-2
75-34-3
I 56-60-5
156-59-2
75-35-4
594-20J
142-28-9
78-87-5
10061-02-6
563-5&(
10061-01-5
I00-41-4
S7-68-3
�x-sa-s
75-09-2
I 634-0�1-4
91-20-3
103-65-I
100-42-�
Result
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
�1QL
UnAdj
0.00500
O.00S00
0.00500
O.00�GO
0.00500
0.00500
0.00500
0.00500
o.00soo
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
Q00500
0.0100
0.00500
0.0100
O.00S00
O.00S00
Page 8 of 127
\4UL
D4QL Adj UnAdj
0.00583 0.00100
O.00S33 0.00100
o.00ss3 o.00ioo
O.00SS3 0.00100
0.00583 0.00100
0.00583 0.00100
0.00583 0.00100
0.00583 0.00100
0.00533 0.00100
OA0583 0.00100
0.00583 0.00100
0.01 17 0.00200
O.00SA3 0.00100
0_0117 0.00200
0.00583 0.00100
O.00S83 0.00100
0.00583 0.00100
0.00583 0.000877
0.00533 0.00100
0.00533 0.00100
0.00583 0.00100
0.00583 0.00100
0.00533 0.00100
0.00583 0.00100
0.00533 0.00100
0.00583 0.00100
0.00583 0_00100
0.00583 0.00100
0.00583 0.00100
O.00SA3 0.00100
O.00Sb3 0.00100
0.00583 0.00100
0.00583 0.00100
0.00583 0.00100
0.00583 0_00100
0.00533 0.00100
0.00583 0.00100
O.00SS3 0.00100
0.00533 0.00100
o.oti� o.00aoo
0.00533 0.00100
0.01 17 0.00200
0.00583 0.00100
0.00533 0.00100
SDL
0.001 17
0.001 l7
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.00117
0.001 17
0.00117
0.00233
0.00117
0.00233
0.001 17
0.00117
0.001 17
0.00102
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.00117
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
o.00���
0.001 17
0.00233
0.001 17
0.001 17
Final 1.000
Units P'lag
me,,kg U
mg/kg U
�»�k� u
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mgJkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg 1J
mg�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
mg�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mn,Jkg U
m�Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg ll
mg/kg U
m�kg U
Dil
1
t
1
I
I
i
1
I
I
1
1
I
I
l
1
t
1
I
I
I
t
1
I
I
I
I
1
t
1
1
I
I
I
1
1
1
1
t
I
�
I
I
I
I
� Certificate of Analytical Results 452174 �°�'� ��
"��� { ..w_.,,,�
Freese & Nicl�ols, Inc., Fort Worth, TX
Ft Worth Central City Storm Watec
Sample Id: Kansas 1:8-10'
Lab Sample Id: a52174-002
r�nalytical Metliod: VOAs by S�1�-846 82G0[3
Dzte Anal: I 1.13.12 14.47
Anal seq: 900860
Par�metcr
_
1,1,1,2-Tetrachloroethane
I,1,2,2-Tetrachloroethane
Tetrachloroethylene
T'oluene
1,2,3-Trichlorobenzene
I ,2,4-Trich lorobenzene
I ,1,2-Trich i oroethane
I, I, I -Trichloroethane
Trichloroethylene
Trichlorofluoromethane
I ,2,3-Trichloropronlne
I ,2,4-Trimeth}�Ibenzene
1,3,5-Trimethyibenzene
Vinyl Chloride
o-\ylene
m,p-Xylenes
Sw•rogate
Dibromotlumomethlne
1,2-Dichloroeth�ne-D4
Toluene-D8
4-[3romoFluorobenzene
Mah•ix: Solid S�mple Depth: 8- 10 ft
Date Collected: 1 1.07. l2 15.45 Date Received: (1.08. l2 16.41
. .
. _
% Moist: 15.97 Prep Method: 5030B
Analyst: SOP Date Prep: t 1.13.12 12.00 Tech: SOP
Prep seq: 629945
CAS
Numbcr
630-20-6
79-34-5
i 2�- t s-a
108-88-3
87-61-6
120-82-I
79-00-5
71-55-6
79-01-6
75-69-4
96-18-4
95-63-6
108-67-8
�s-o � -a
�s-a�-�
179601-23-i
ftesult
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
% Rec
82
83
113
104
�[DL
UnAdj
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00018 I
0.00100
O.00 I 00
o.000aoo
0.00100
0.00200
Limits
53 - 142
56 - I 50
70 - I 30
68 - I �2
SDL
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.001 17
0.00021 I
0.001 17
0.001 17
0.000467
0.001 17
0.00233
Units
%
%
%
%
Units [�'lag Dil
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
m@/kg U I
mg/kg U I
mg/kg U i
mg/kg U I
mg/kg U t
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
�lag
__ _ _ .
Analytical Metl�od: Pcrcent n4oisture % Moist: Prep Method:
Date Au�L• I 1.12.12 12.31 Analyst: J[3U Da�e Prep: Tech: JQU
Anal seq: 900640 Prep seq:
ct�s n►Qt, n��►.
Parameter Number Result UnAdj �'��� f���� UnAdj SDL Units �I�ig Dil
__ _
Pcrcent I14oistw•c TNIOIST IGA I.00 %
i1IQL
UnAdj �'1QL Aclj
0.00500 0.00533
0.00500 0.00533
0.00500 0.00583
0.00500 0.00�33
0.00500 0.00�83
0.00500 0.00583
O.OG500 O.00S83
0.00500 0.00583
0.00500 0.00583
0.00500 0.00�33
O.00S00 0.00583
0.00500 0.00583
0.00500 OA0533
0.00200 0.00233
0.00500 0.00583
0.0100 0.0117
Page 9 of 127 Final 1.000
�* �
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Cenh•al City Storm Water
�°`�"� �:
����
Satnp(e Icl: Weisenbciger 1:4-G Matri�: Solid Sample Depth: 4- 6 ft
Lab Sample Id: 452174-003 Date Collected: 11.07.12 14.35 Date Receiveci: 11.08.12 16.41
. _ .
Analytical Method: �4etals per ICP by S�V'84fi (OIOI3 % Moist: 15.97 Prep Method: 3050B
Date Anal: 1 1.12.12 12.07 Analyst: DAT Date Prep: 11.12.12 07.00 Tech: DAT
Anal seq: 900656 Prep seq: 629761
Parametcr
Arsenic
Barium
Cadmium
Ch�romium
Lead
Selenium
Siiver
CAS
Numbcr
7440-33-2
7440-39-3
7440-�13-9
7440-47-3
7A39-92-I
7782-49-2
7440-22-4
��tQL 14DL
Res�dt UnAdj �'�QL ��� UnAdj SDL Onits �lag Dil
2.9') 0.500 0.531 0.165 0.175 �n��g �
62.5 0.500 0.531 0. I 6� p. � 75 mg/kg I
0.339 0.250 0.26E 0.0750 0.0797 �n€/�g �
12.0 0.250 0266 O.G750 0.0797 mg/kg 1
5.12 Q600 0.638 0200 0213 �p��g �
U 0.500 0.531 0.165 p. � 75 mg/kg U 1
U 0200 0213 0.0650 0.0691 mg/kg U I
__
Analytical Method: �4crcury by S11'7471A
Date Anal: 1 1.13.12 I 1.50 Analyst: DAT
Anal seq: 900748
_
% Moist: 15.97 Prep Method:
Date Prep: 1 1.13.12 07.45 Tech: DAT
Prep seq: 629849
CAS D4QL �4DL
Parameter \'umber Result UnAdj n'IQL ���j UnAdj SDL Units I'lag Dil
_ . _ ... .
Mercwy 7439-97-6 0.00330 0.0100 0.00300 0.00330 0.000990 ing/kg I
_ . _ _ _
Ai�alytical Method: TPH by Tesas100� % Moist: 1597 Prep Method: 1005
Date AnaL• t L09.12 21.12 Analyst: LEO Date Prep: 1 L09. l2 14.00 Tech: LEO
Anal seq: 900639 Prep seq: 629778
CAS
P�r�meter Yumber
_. _ . _
C6-C12GasolineRm�gcl-lydroc�rbons p{-{C(��2
C12-C28 Dicscl Range Hydrocarbons PHCG1028
C28-C35 Oii R�nge Hydrocarbons PHCG2835
Totai TPH 1005 PHC635
Sia�rogate
o-Terphenyl
I-Chiorooctane
D1QL D�IDL
Result UnAdj �'IQG Adj ���p�� SDL Units F'lag Dil
U 50.0 589 9.30 � j.5 mg/kg U 1
49.3 50.0 58.9 12.1 14.3 me,Jkg J 1
U 50.0 58.9 12.1 14.3 mg/kg U t
49.3 9.50 11.5 �n€/�g 1
% Rec Limits Units Tlag
72 70 - 130 %
77 70 - 130 %
Page 10 oi 127 Final 1.000
Sample Id: 1��eisenberger 1:4-G
Lab S�mp(e Id: d,52174-003
Analytical Method: VOAs by S��'-84G 82G06
Date AnaL• 11.12.12 16.30
Ana( seq: 900753
Parametcr
_
Benzene
E3romobenzene
Bromochloromethane
Bromodichlorometh�ne
F3romoform
Methyl bromide
tert-Butylbenzene
Sec-But}�ibenzene
n-Butylbenzene
Carbon Tetrachloride
Chlorobenzene
Chioroethane
Chloroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-lsopropyltohiene)
I ,2-Dibromo-3-Chloropropane
Dibromochlorometh�ne
1,2-Dibromoethlne
Meth�dene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,2-Uichioroethane
I, I-Dichloroeth<me
trans-1,2-dichloroethylene
cis- I ,2-Dichloroethylene
I, I -Dichloroethene
2,2-Dichloropropane
1,3-Dichloro�ropane
1,2-Dichloroprop�ne
trans-1,3-dichloropropene
I,I-Dichloropropene
cis-1,3-Dichloropropene
Gthylbenzene
He�achlorobutadiene
Isopropylbenzene
Methylene Chioride
MTQ6
Naphthalene
n-Propylbenzene
Styrene
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Foi•t Wortli, TX
Ft. Woi•th Centcal City Storm Water
�.� �
Matri�: Solid S�mple Depth: 4- 6 f't
Date Collected: 1 f.07.12 14.35 Date Received: l L08. ( 2 16.41
_ . .
% Moist: 15.97 Prep Method: 5030[3
Aiiafyst: SOP Date Prep: 11.12.12 13.30 Tech: SOP
Prep seq: 629878
Cr�S
Numbcr
71-43-2
108-A(-I
74-97-5
75-27-4
75-25-2
74-A3-9
98-06-6
I 35-93-8
104-51-8
5G-23-S
i ox-�o-�
75-00-3
(7-6(-3
74-87-3
�s-a�-s
106-43-4
99-87-6
96-12-8
i za-as- i
I 06-93-4
74-95-3
95-50-I
541-73-I
106-46-7
75-71-8
I 07-06-2
75-34-3
I 56-60-5
156-59-2
75-35-4
s�a-za�
142-28-9
78-87-5
10061-02-6
5(3-58-6
10061-01-5
100-41-4
87-68-3
98-82-8
75-09-2
I(34-Od-4
91-20-3
103-65-I
100-42-5
Result
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
�IQL
UnAclj
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
o.oioo
0.00500
0.0100
0.00500
0.00500
0.00500
0.00500
o.00soo
0.00500
O.00S00
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
Q00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
�4DL
n4QL Adj UnAdj
0.00595 OA0100
0.00595 0.00100
0.00595 0.00100
OA0595 0.00100
0.00595 Q00100
0.00595 0.00100
0.00�95 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 Q00100
0.0119 0.00200
0.00595 0.00100
0.0119 0.00200
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.000877
0.00595 0.00100
0.005)5 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 O.00I00
0.00595 OA0100
0.00595 0.00100
O.00S95 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.00595 0.00100
0.0119 0.00400
0.00595 0.00100
0.0119 0_00200
0.00595 0.00100
0.00595 0.00100
SDL
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 I9
0.001 19
o.00i i�
0.00233
0.001 19
0.00238
0.001 19
0.001 19
0.001 19
o.00 i oa
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 I )
0.001 I )
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.00476
0.001 19
0.00238
0.001 19
0.001 19
Units I�lag
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m@/kg U
mg/kg U
mg/kg U
�» �/�:� u
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
�„�k� u
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�ks U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
ms�Jhg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
Page 11 of 127 Final 1.000
w
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Centi•al City Storm Water
�
;,� �.
Sampte Id: Weisenberger 1:4-G Matrix: Solid Sample Depth: 4-6 ft
Lab Sample Id: 452174-003 Date Collected: 11.07.12 14.35 Date Received: (1.08.12 16.41
Analytical Metliod: VOAs by S��'-84( A2(OB
Date Anal: 11.12.12 16.30 Anal}�st: SOP
An�l seq: 900753
Parametcr
I ,1, I ,2-Tetrachloroetl�ane
1, I ,2,2-Tetrachloroethane
'I'etrach loroethylene
Toluene
1,2,3=rrichlo�robenzene
1,2,4-Trichlorobenzene
1,1,2-Trichloroethane
I,1,1-Trichloroethane
Trichloroethylene
Trichlorofluoromethane
1,2,3-Trichloropropane
I ,2,4-Trimethylbenzene
I ,3,5-Trimethyl benzene
Vinyl Chloride
o-Xylene
m,p-,l'ylenes
s������og�r�
DibromoFluoromethane
1,2-Dichloroethane-D4
Toluene-DS
4-[3romotl uorobenzene
Ct�S
Number
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82- I
79-00-5
71-55-6
79-01-6
�s-6�-a
96-18-4
95-63-(
i os-��-s
75-01-4
�s-a�-�
U9601-23-I
% Moist: 15.97 Prep Method: 5030B
Date Prep: 11.12.12 13.30 Tech: SOP
Prep seq: 629878
\IQL
Rcsult UnAdj n'IQLAd,j
U 0.00500 0.00595
U 0.00500 0.00595
U 0.00500 0.00595
U O,OOS00 0.00595
U 0.00500 O.00S95
U 0.00500 0.00595
U 0.00500 0.00595
U 0.00500 0.00595
U 0.00500 0.00595
U 0.00500 0.00595
U 0.00500 0.00595
U O.00S00 0.00595
U 0.00500 0.00595
U 0.00200 0.00238
U 0.00500 0.00595
U 0.0100 0.0119
�4DL
UnAdj SDL Units �laig Dil
0.00100 0.00119 mg/kg U 1
0.00100 O.00II9 �»Y��� U i
0.00100 0.00119 �»��g U I
0.00100 Q00119 in�/kg U I
0.00100 0.00119 �»��� U �
0.00100 0.00119 �»��g � �
0.00100 0.00119 �»��� U �
0.00100 0.00119 �ng/kg U 1
0.00100 O.00i l9 �ng/kg U 1
0.00100 0.00119 �nP��g U �
o.000 i x i o_000a i s �n��� u i
0.00100 0.00119 �»��g U I
0.00100 0.00119 �»��� U �
0.000400 0.000476 �»��S U �
0.00100 0.00119 �»P,��� U I
0.00200 p_0023S �»�ti� U �
% Rec
I05
96
109
105
Limits
53 - 142
56 - I 50
70 - 130
68 - 152
Units
%
°/a
%
"/o
ri:��
_. . . _ .
Analytica) Method: Percent ��toistw•e % Moist: Prep Method:
Date Anal: 11.12.12 12.31 Anal}�st: JBU Date Prep: Tecli: JQU
Anal seq: 900640 Prep seq:
CAS A4QL �tDL
P�rameter Number Result Ch�Adj n�Q� A�� UnAdj SDL Units fla�; Dil
_ _ _ ..._ .
Pcrccnt n4oisture TMOIST 1C.0 I.00 %
Page 12 oi 127
Final 1.000
�
��.
Cei•tiiicate of Analytical Results 452174
Freese & Nicliols, Lic., Fort Worth, TX
Ft. Wocth Central City Storm Watec
`��»�� �.
Snntp(e Id: Weisenberger 1:8-10 Matrix: Solid Slmple Deptli: 8- 10 ft
Lab Sample Id: 452174-004 Date Collected: 11.07.12 14.35 Date Received: 1 L08.12 1G.41
_ _ _ ..
Ai�alyticaf Method: ��Ietals per [CP by S��V84G GOl0i3 % Moist: 16.48 Prep Melhod: 3050B
Date An�l: I I.12.12 12.I0 Anal}�st: DAT Date Prep: I L 12.12 07.00 Tech: DAT
Anal seq: 900656 Prep seq: E29761
Parameter
_
Arsenic
[3airium
Cadmiwn
Chromium
Lca�d
Selenium
Sih�er
Ct\S �'[QL
Number Result UnAdj �'IQL Aclj
7440-33-2 3.1(> O.S00 0.576
7440-39-3 7d.9 0.500 0.576
7440-43-9 0.41i 0.250 0238
7440-47-3 13.3 0.250 0288
7439-92-I (.12 0.600 0.691
7782-49-2 U 0.500 0.576
7440-22-4 U 0200 0230
�IDL
UnAdj SDL Units Glag Dil
_ _
0.165 0.190 �nP�kg �
0.165 0.190 mg/kg I
0.0750 0.0863 ���P,�kg �
0.0750 0.0863 �»��g �
0200 0230 mg/kg I
0. I 65 Q l 90 i»P�kg U I
0.0650 0.0748 i»Y��g U I
Anxlytical Method: Nlercin�y by S�V7471A %� Moist: (6.48
Date Anal: I 1. l3. l2 l 1.51 Analyst: DAT Date Prep: 1 L 13.12 07.45
An�l seq: 9pp748 Prep seq: 629849
CAS n�IQL NiDL
Parameter Number Result UnAdj n�1QL Adj UnAdj
__ . _ __ _
114ercur,y 7439-97-6 0,00353 0.0100 0.00321 0.00330
Prep Method:
Tecll: DAT
SUL Units P'lag Dil
0.00106 �»P��� I
. _ _ __
Analyticll MeUiod: 'I'PH b,y Te�as1005 % Moist: 1G.48 Prep MethocL• 1005
Date AnaL• l 1.09.12 21.30 Analyst: LEO D�te Prep: ( I.09.12 14.00 Tech: LGO
Anal seq: 900G39 Prep seq: 629778
ct�s nrQ� ni��i�
P�u•:imeter Number Residt UnAdj �'IQL Adj UnAdj SDL Units ['I�g Dil
. _ ... _ _ _. ._
C6-C12 Gasoline Rnnge Hydrcearbons PIiC(i12 U 50.0 58.9 9.80 I I.5 ntg/kg U I
C12-C28 Diesel Range Hydrocarbons PIiCG1028 U 50.0 58.9 12.1 �4.2 mg/kg U I
C28-C35OilRangetlydroc�rbons PI[CG2835 U 50.0 589 12.1 �q.2 mg/kg U I
'1'otal 'I'PI1 1005 PF{C635 U 9.80 I LS �»��� U
s���•�•a�;.�t�
o-Terphenyl
I-Chlorooct�ne
% Rec
b6
93
Limits Units
70 - I 30 %
70 - I 30 %>
ri.�a
Page 13 ot 127 Final 1.000
.�
� s
Sample Id: �1'cisenberger 1:8-10
Lab Sample Id: 452174-004
Analytical Method: VOAs by S��'-8dG 82GOI3
Date AnaL 11.12.12 1G.52
Anal seq: 900753
Parametcr
Benzene
Bromobenzene
Bromochloromethane
[3romodichloromethane
E3romo(onn
Methyl bromide
tert-Butylbenzene
Sec-Butylbenzene
n-Buq�lbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chlorofonn
Meth}�I Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-Dibromo-3-Chloropropane
Dibromochloromethane
1,2-Dibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dfchiorobenzene
I,d-Dichlorobenzene
Dichlorodifl uoromethane
1,2-Dichloroethane
1, I -Uichloroethane
trans-1,2-dichloroethylene
cis-1,2-Dichloroethylene
I,i-Dichloroethene
2,2-Dichloropropane
1,3-Dichloropropane
1,2-Dichloropropane
trans-1,3-dich(oropro pene
1,1-Dichloropropene
cis-i,3-Dichloropropene
Gth}�I benzene
He�achlorobutadiene
fsopropylbenzene
Methylene Chloride
�9T[3G
Naphthllene
n-Propylbenzene
St}�rene
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Centi•al City Stocm Water
,��
��� �:
�`� ��„N
Matriz: So(id Sample De�di: 8- 10 ti
Date Collectecl: 1 I.07.12 14.35 Date Received: l 1.08.12 16.41
% Moist: 16.48 Prep Method: S030F3
Analyst: SOP Date Prep: l L12.12 (3.30 Tech: SOP
Prep seq: 629878
CAS �4QL
Number Result UnAdj
71-43-2 U O.00S00
108-86-I U 0.00500
74-97-5 U 0.00500
75-27-4 U 0.00�00
75-25-2 U O.00S00
74-83-9 U Q00500
98-06-6 U 0.00500
135-98-8 U O.00S00
104-SI-8 U O.00S00
56-23-5 U 0.00500
IOx )0-7 U 0.00500
75-00-3 U 0.0100
67-66-3 U 0.00500
7487-3 U 0.0100
95-49-8 U 0.00500
IOG43-4 U 0.00500
99-87-6 U 0.00500
96-12-8 U O.00S00
124-43-I U O.00S00
106-93-4 lJ 0.00500
74-95-3 U 0.00500
95-50-I U 0.00500
541-73-I U 0.00500
10(-4C>-7 U 0.00500
75-71-8 U 0.00500
107-06-2 U 0.00500
75-34-3 U 0.00500
156-60-5 U O.00S00
1 S6-S9-2 U O.00S00
75-35-4 U 0.00500
s�a-zo-� u o.00soo
142-23-9 U 0.00500
78-87-5 U 0.00500
IOO6I-02-(> U Q00500
563-58-6 U 0.00500
10061-01-5 U O.00S00
I 00-41-4 U 0.00500
37-63-3 lJ O.00S00
95-32-3 U 0.00500
75-09-2 U 0.0100
1634-04-4 OA0t91 0.00500
91-20-3 U 0.0100
103-65-I U 0.00500
100-42-5 U 0.00500
Page 14 of 127
NiQL Adj
0.00571
0.00571
0.00571
0.00571
0.00571
O.00S71
0.00571
0.00571
0.00571
0.00571
O.00S71
0.0114
0.00571
0.0114
O.00S71
0.00571
0.00571
0.00571
0.00571
O.00S71
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
O.00S71
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
O.00S71
0.00571
0.01 14
0.00571
o.ona
0.00571
0.00571
�4DL
l7nAdj
0.00100
0.00100
0.00100
O.00I00
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00100
0.00100
0.00100
0.000877
0.00100
0.00 t 00
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
o.00� o0
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00400
0.00100
o.00zoo
0.00100
0.00100
SDL
0.001 14
o.00i ia
o.00i �a
0.001 14
0.00114
0.001 14
0.001 14
0.00114
0.001 14
0.001 14
o.00i ia
0.00228
0.00114
0.00228
0.001 14
0.001 14
o.00i >a
0.00100
0.001 14
0.001 14
OA0114
0.001 14
0.001 14
0.001 14
0.001 14
0.001 14
0.001 14
0.001 14
o.00i ia
0.001 14
0.001 14
0.001 14
0.001 14
0.001 14
0.001 14
0.001 1 �}
0.001 14
0.001 14
o.00i ia
0.00457
0.001 14
o.00zzs
0.001 14
0.001 14
Final 1.000
Units �lag Dil
mg/kg U I
m�kg U I
mg/kg U I
mg/kg U 1
mg/kg lJ i
mg/kg U I
mg/kg U I
mg/kg U 1
mg/kg U 1
mg/kg U I
mg/kg U I
mg/kg tJ 1
mgf kg U i
mg/kg U I
mg/kg U I
mg/kg U i
mg/kg U 1
mg/kg U I
me,Jkg U I
mg/kg U I
mg/kg U I
m�kg U i
me,Jkg U I
mg/kg U I
mg/kg U I
mgJkg U 1
me,�kg U 1
mg/kg lJ 1
mg/kg U 1
mg/kg U I
mg/kg U I
mg/kg U 1
mg/kg U 1
mg/kg U I
mglkg U 1
mg/kg U I
m�„/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg .1 1
mg/kg U 1
mgjkg U I
mg/kg lJ 1
Certi�cate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Wocth Centcal City Stocin Watei•
Sample Id: Weisenberger 1:8-10
L1b Sample Id: 452174-004
Analytical Method: VOAs by S�V-84G 82G0[3
Date Anal: 11. (2.12 1C.52
Anal seq: 900753
Pnrametcr
_.___
I ,1, I ,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethylene
Toluene
1,2,3=I'richlorobenzene
1,2,4=Crichlorobenzene
1,1,2-Trichloroethane
I ,1, I -Trich loroethane
Trichloroethylene
'trichloro8uoromethane
(,2,3-Trichloropropane
1,2,4-Trimethylbenzene
I ,3,5-Trimethylbenzene
Vinyl Chloride
o-Xylene
m,p-Xylenes
Surrog�tc
Dibron�oEl uoromethane
I ,2-Dichloroethane-D4
Toluene-D8
4-[3romolluorobenzene
��`"°� �:
�:,�' .y.
Matrix: So(id Slmple D�pth: 8- l0 ft
Date Collected: 11.07.12 14.35 Date Received: 1 L08.12 16.41
.
% Moist: 16.48 Prep Method: 5030B
Analyst: SOP Date Prep: 1 L12.12 13.30 Tech: SOP
Prep seq: 629878
CAS
Number
630-20-6
79-34-5
I 27- I 8-4
I OS-88-3
A7-(I-6
120-82-i
79-00-5
71-55-6
79-01-6
75-69-4
��- i x-a
95-63-6
108-67-8
�s-o i -a
95-47-6
179(01-23-I
n�Q�
Result UnAd,j
U 0.00500
U 0.00500
U 0.00500
U 0.00�00
li 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
u o.00soo
u o.00soo
U 0.00500
u o.00zoo
U 0.00500
U 0.0100
% Rcc
102
93
�n%
111
D1QL Adj
0.00571
QOOS71
0.00571
0.00571
0.00571
OA0571
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
0.00571
0.00228
0.00571
o.oi ia
�[DL
UnAdj SDL Units �I:ig
0.00100 0.00114 �»S��g U
0.00100 0.00114 �»��� U
0.00100 0.00114 �»�/�� U
0.00100 0.00114 mg/kg U
0.00100 0.00114 i»f��S U
0.00100 0.00114 �»S��g U
0.00100 0.00114 �»��S U
0.00100 0.001 I d �»P��S U
0.00100 0.00114 �n@/h� U
0.00100 O.00IId in@/hg U
0.000181 0.000207 ing/kg U
o.00ioo o.00i �a �„y�� u
0.00100 0.00114 �»P��S U
Q000400 O.00Od57 mg/kg U
o.aoioo o.00i ia �»y�� u
0.00200 0.00228 �»P��6 U
Limits
53 - 142
56 - I 50
70 - I 30
68 - 152
units
%
%
'%
%
ri:��;
__ _
Analytical Metliod: Percent A�ioish�re % Moist: Prep Method:
Date AnaL I 1.12.12 12.31 Analyst: JQU Date Prep: Tech:.l[3U
Anal seq: 900640 Prep seq:
CAS �4QL MDL.
Par�meter Number Residt UnAdj ���Q� ������ OnActj SDL Units �Is�g Dil
.. _ _ . __
Percent A4oisture 'I'MOIS'I' 1(,.5 I.00 %
Page 15 of 127 Final 1.000
, � _ �
��
Sample [d: ICansas 2:4-6 Matris: Solid Sample Depth: 4- 6 ft
Lab Sample Id: 452174-005 Date Collected: I 1.07.►2 15.I0 Uate Received: I 1.08.12 16.41
_
Analytical Method: A4etals per ICP by S�1'84G GOlOf3 `% Moist: 14.12 Prep Med�od: 3050B
Date Anal: 1 I.( 2.12 12.12 Aualyst: DAT Date Prep: 1 1.12.12 07.00 Tecl�: DAT
An�l seq: 900G56 Prep seq: 629761
CAS NtQt, ��tDL
Parameter Number Result UnAdj �'IQL ��•j UnAdj SDL Units P'lag Dil
r�rsenic 7440-38-2 3.2( 0.500 0.582 0.165 0.192 �ng/kg I
I3arium 7440-39-3 72.8 OS00 0.582 0.165 0.192 �»��g 1
Cacimium 7440-43-9 0.390 0.250 0.291 0.0750 0.0873 �»��S 1
Chromium 7440-47-3 13.0 0.250 0291 0.0750 0.0873 �p��� �
Lead 7439-92-1 5.68 0.600 0.699 0200 0233 �pF��g �
Sclenium 7782-<I9-2 0.210 0.500 0.582 0.165 0.192 �»P,��g J I
Silver 7440-22-4 U 0200 Q233 0.0650 0.0757 �»��g �1 �
Analytical Method: Nlercur,y by SW7471A `% Moist: 14.12 Prep Metllod:
Date AnaL• 11.13.12 1 L53 Analyst: DAT Date Prep: I l.13.12 07.45 Tech: DAT
Anal seq: 900748 Prep seq: 629849
CAS \4QL D4DL
P:�r�meter Number Result UnAdj �'�QL ���J UnAdj SDL Units �lag Dil
_ . . . . . .
\lercw•y 7439-97-6 0.00285 0.0100 0.00317 0.00330 0.00105 �»F��g �� �
_
Analytical Method: TPII by Tcxas1005
Date AnaL• ( L 12.12 12.20
Anal seq: 9pp7p4
P�r.imctcr
� � C6-C12 Gasotine Range Hydrocarbons
C12-C28 Uiesel Range Hydrocarbons
C2&C35 Oii Range Hydrocarbons
Total TPH 1005
.SUI'i'O�TAtC
o=�erphenyl
I-Chlorooc[ane
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Storm Water
_. _
% Moist: 14.12
Analyst: L�O Date Prep: 11.12.12 09.00
Prep seq: 629843
CAS \1QL \4DL
Numbcr Residt UnAdj �'IQL Adj UnAdj
... .
PHC612 U 50.0 582 9.80
PNCG1028 U 50.0 S82 12.1
PHCG2835 U 50.0 582 12.1
PHC635 U 9.80
% �ec
99
105
Page 16 of 127
�.ItIIIfS
70 - I 30
70 - I 30
Prep Method: 1005
Tech: LEO
SDL Units �lag Dil
I L4 �ng/kg U I
14.1 �nP�kg U I
14.1 �ng/kg U 1
11.4 mg/kg U
u���cs ri:,�
%
%
Final 1.000
� ° �
�
Samp(e Id: Kansls 2:4-G
L�b Sample [d: d5217�1-005
. _
Analytical Method: VOAs b,y S��'-84G 8260B
D�te AnaL• 11.12.12 17.15
Anal seq: 9007.53
P.irametcr
[3enzene
E3romobenzene
[3romochloromeUiane
Qromodichloromethane
I3romoform
MeU�yl bromide
tert-13utylbenzene
Sec-E3urylbenzene
n-E3utylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Methyl Chioride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
1,2-Dibromo-3-Chloropropine
Dibromochlorameth�ne
1,2-Dibromoeth�ne
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodi Il uoromethane
1,2-Dichloroeth�ne
I,I-Dichloroethane
trans-1,2-dichloroethylene
cis- I ,2-Dichloroethylenc
I,I-Dichloroethene
2,2-Dichloropropane
1,3-Dichloroprop�ne
1,2-Dichloropropane
lrans-I ,3-dichloropropene
I,I-Dichloropropene
cis-1,3-Dichloropropene
L-'diylbenzene
He�achlorobutadiene
Isopropylbenzene
Methylene Chloride
M7BE
Nlphthllene
n-Propylbenzene
Slyrene
Certificate of Analytical Results 452174
Fi•eese & Nicliols, I�ic., Fort Wortli, TX
Ft. Worth Central City Stocm Water
MaU•ix: Solid
D�te Collected: ( L07.12 15.10
% Moist: 14. I
Analyst: SOP Date Prep: I 1.12.12 13.30
Prep seq: 62)878
ca,s
Numbcr
71-43-2
i os-s�-i
�a-��-s
�s-2�-a
75-25-2
74-83-9
98-OG-6
135-93-8
104-SI-8
56-23-5
108-90-7
75-00-3
67-66-3
74-87-3
95-49-3
106-43-4
99-87-6
96-12-8
i za-as-i
10(-93-�1
74-95-3
95-50-I
54I-73-1
I O6-4G-7
75-71-8
107-06-2
75-34-3
156-60-5
I 56-59-2
75-35-4
59420-7
142-28-9
78-87-5
10061-02-6
563-58-6
10061-01-5
� oo-a i-a
87-68-3
93-82-8
75-09-2
1634-04-4
91-20-3
103-65-I
I 00-42-5
MQL
Result Unr�dj
U 0.00500
U 0.00500
U 0.00500
u o.00soo
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.0100
U 0.00500
U 0.0100
U 0.00500
U Q00500
U 0.00500
U 0.00500
u o.00soo
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00�00
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U O.00S00
U O.00S00
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.0100
U 0_00500
U 0.0100
U 0.00500
U 0.00500
Page 17 of 127
niQLAdj
0.00580
o.00sxo
0.00580
o.00sso
0.00580
0.00580
0.00530
0.00580
0.00580
0.00580
0.00580
0.01 I (i
0.00580
0.01 16
0.00580
0.00530
0.00580
0.00580
o.00sso
0.00580
o.00sxo
O.00S80
o.00sxo
o.00sxo
0.00580
0.00580
0.00580
o.00sxo
0.00580
0.00580
0.00580
0.00580
0.00580
0.00580
0.00580
0.00580
0.00580
0.00580
0.00580
0.01 I6
o.00sxo
0.01 I G
o.00sxo
0.00580
�,°':�",� �:
��.
Sample Depth: 4- 6 ft
D1te Received: (1.08.12 16.41
_
2 Prep Method: 5030Q
Tech: SOP
�4DL
UnAdj
0.00100
o.00 i o0
0.00100
o.00ioo
0.00100
0.00100
0.00100
0.00100
0,00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00100
0.00100
0.00 I 00
0.000877
0.00100
0.00100
o.00 i o0
0.00 I 00
0.00100
o.00 t o0
0.00100
0.00100
0.00100
o.00 i o0
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00400
o.00 i o0
0.00200
o.00 � o0
0.00100
SDL
0.001 16
0.001 16
o.00i i�
0.001 I6
0.001 I6
0.001 16
0.001 16
0.001 16
0.001 16
0.00116
0.001 16
0.00232
O.00I 16
0.00232
0.00116
O.00Il6
0.001 16
0.00102
0.001 16
Q001 I6
OA01 I6
0.00116
0.001 I6
0.001 16
0.001 1 G
0.001 I6
0.001 16
0.001 16
0.001 16
0.001 I6
0.001 I6
0.001 16
0.00( (6
0.001 I6
0.001 I6
0.001 16
0.001 16
0.001 I6
0.001 1 G
0.00464
0.0011G
0.00232
0.001 I6
0.001 I C>
Final 1.000
lhiits l�l:ig UiI
mg/kg U I
mg/kg U 1
me,/kg U I
�» ��:� u i
mg/kg U I
mg/kg U I
m�kg U I
mg/kg U I
mg/kg U I
mg/hg U 1
mg/kg U I
m�jkg U I
mg/kg U 1
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U i
mg/kg U I
mg/kg U 1
mg/kg U I
mg/kg U I
me,/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
m�/kg U I
mg/kg U I
mg�kg U I
mg/kg U I
mg/kg U I
mg/kg U 1
mg/kg U I
mg/kg U I
mg/kg U i
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mgf kg U I
mg/kg U I
�
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Stortn Water
��.:°�:� �;
��,'
Santple Id: 1{ansas 2:4-G Matrix: Solid Sample Depth: 4- 6 tt
Lab Sample ld: d52174-005 Date Collected: 11.07.12 I5.10 Date Received: 11.08.12 (6.d1
Aiia(ytical Med�od: VOAs b}� SW-846 8260B
Date Anal: I 1.12.12 17.15 Analyst: SOP
Anal seq: 900753
Parametcr
_ _
I , I ,1,2-Tetrach I oroethane
I, I ,2,2-Tetrachloroethlne
Tetrachloroethylene
Toluene
I ,2,3= i'richlorobenzene
1,2,4-Trichlorobenzene
I, I ,2-Trichloroethane
(, t ,l -Trichloroethane
Trichloroethylene
Trichloro[luoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimeth}�Ibenzene
Vin}�I Chloride
o-�ylene
m,p-\ylenes
Surrog�te
Dibromotluoromethane
1,2-Dichloroethane-D4
'Coluene-D8
d-Qromofluorobenzene
Analytical Method: Percent A9oishn•e
Date AnaL• l 1.12.12 12.31
Anal seq: 900G40
Parameter
__
Pcrcent �4oishu�c
CAS
Number
630-20-6
79-34-5
127- I 8-4
108-88-3
87-61-6
120-82-I
79-00-5
71-55-6
79-01-6
75-69-4
96-18-4
95-63-6
108-67-8
75-01-4
95-47-6
179601-23-L
% Moist: 14.12 Prep Method: 5030B
Date Prep: 11.12.12 13.30 Tech: SOP
Prep seq: 629878
A4QL
Result UnAdj �'tQL Adj
_ _
U 0.00500 0.00580
U 0.00500 0.00530
U O.00S00 0.00580
U 0.00500 0.00580
U 0.00500 O.00S80
U 0.00500 0.00580
U 0.00500 0.00580
U O.00S00 0.00580
U 0.00500 0.00580
U 0.00500 O.00S80
U 0.00500 0.00580
U O.00S00 0.00580
U 0.00500 0.00580
U 0.00200 0.00232
U 0.00500 O.00S80
U 0.0100 0.0116
�IDL
UnAdj SDL Units �lag Dil
0.00100 0.00116 �ng/�� � �
0.00100 0.00116 �n��� � �
0.00100 0.00116 �p�kg U i
O.00tOn 0.00116 ing/kg U I
0.00100 0.00116 �»��S � �
0.00100 0.00116 �»��g U 1
0.00100 0.00116 �»g/�g U �
0.00100 0.00116 mg/kg U 1
0.00100 0.00116 �»�/�S � �
0.00100 0.00116 �»g/�b U I
0.000181 0.000210 �ng/kg U 1
0.00100 0.00116 �n€��g U �
0.00100 0.00116 �»��g U I
0.000400 0.000464 �n��g � �
0.00100 0.00116 �»��g U 1
0.00200 0.00232 �»P,��g U 1
% Rec
ioa
95
101
106
Limits
53 - 142
SE - I50
70 - I 30
6S - 152
% MoisL•
Analyst: JBU Date Prep:
Prep seq:
CAS DiQL �IDL
Number Result lJnAdj �'IQL Adj UnAdj
_ - _ .
TMOIST 14.1 1.00
Page 18 oi 127
lh�its
%
%
%
o�a
P'lag
Prep Melhod:
Tech: Jk3U
SllG Units P'lag Dil
%
Final 1.000
���
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Cei�tral City Storm Waiec
,�
�_
Sample Id: ICans�s 2:8-10 Matrix: Solid Sample Deptli: 8- 10 ft
[�1b Sample [d: 452174-00G Date Collected: ( 1.07.12 I5.10 Date Received: 11.08.12 16.41
_ .
_
_ __ . .
Ai�alytical Method: h�Ietals per [CP by S��V84G 6010B % Moist: 1%.27 Prep Method: 3050Q
Da�e Anal: 1 L 12.12 12.15 Analyst: DAT Date Prep: 1 L 12.12 07.00 Tech: DAT
An�i seq: 900G56 Prep seq: 6297G1
Pa r:unetc r
Aisenic
I3arium
Cadmium
Chromium
Le�d
Selenium
siiver
CAS AIQL NIDL
Numbcr Result CinAdj n'iQL Adj UnActj
__ . _ _ _
7440-35-2 3.19 0.500 0.554 0.165
7440-39-3 729 0.500 0.554 0.165
7440-43-9 O.d00 0.250 0.277 0.0750
7440-47-3 13.2 0.250 0.277 0.0750
7439A2-I 5.83 0.600 0.665 0200
7782-49-2 U 0.500 0.554 0.165
�a�o-zz-a u o.200 o.zzz o.o�so
Analytical Method: A�[crcury by S��'7471A % MoisL• 17.27
Date Anal: 1 1.13.12 I t.54 Analyst: DAT Date Prep: 11.13.12 07.45
Anal seq: 900748 Prep seq: G29849
CAS MQL 11�IDL
P:u�ameter Nwnber Residt UnAdj �'IQL Adj UnAdj
_
� D9crcury � �� �� � 7439-97-6 ��� � 0.00315 0.0100 0.00315 0.00330
Anafytical Method: TPE[ by Texas1005 % Moist: f 7.27
Date Anai: I 1.0).12 22.08 Analyst: L,GO Date Prep: 1 L09.12 14.00
An�l seq: 900639 Prep seq: 629778
SDL Units [�'I�g Dil
._ _
0.183 �»�ti� I
0.183 �ng/hg I
0.0832 �»��� I
0.0832 �»��g 1
0222 ing/kg 1
0.183 me�/kg U I
0.0721 i»@/�� U i
Prep Metl�od:
Tech: DAT
SDL Units �I:�� Dil
. __.
0.00104 �»P��� .I I
Prep Methocl: 1005
Tech: LLO
c�s ��Q� Nro�
Par.imeter Number Result UnAdj �'IQL Adj UnAdj SDL Units Fl�g Dil
. .
C6 C12 Gasolinc Rangc I Iydrocarbons PFIC612 U 50.0 603 9.80 I 1.8 mg/kg U I
C12-C28 Diesel Range Flydrocarbons PIfCG1028 U 50.0 60.3 12.1 �q,� mg/kg U I
C28-C35 0iI Range l lydrocarbons PFICG2835 U 50.0 603 12.1 �4.� m�;/kg U I
Total TPH IOOS PHC635 U 9.80 � �.g mg/kg U
Surrogatc
o-Ter��hen}�I
I-Chlorooc[ane
°�� acc
89
95
Limits Units
70 - I 30 °/u
70 - I 30 %
ri:,�
Page 19 of 127 Final 1.000
�
Sample Id: Kansas 2:8-10
Lab Sample Id: 452174-00G
Analytical Method: VOAs by S�1'-8dfi 82fi0I3
Date Anal: I I.12.12 17.37
Anal seq: 900753
Paramcter
Benzene
Bromobenzene
Bromochloromethane
6romodichloromethlne
Qromofonn
Methyl bromide
tert-Qutylbenzene
Sec-Butylbenzene
n-But}+Ibenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chlorofonn
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
1,2-Dibromo-3-Chloropropane
Dibromochlorometh�ne
1,2-DibromoeNiane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,2-Dichloroeth�ne
1,1-DichloroeNiane
trans-1,2-dichloroediylene
cis-1,2-Dichloroethylene
I, I -Dicl�loroethene
2,2-Dichloropropane
1,3-Dichloropropane
1,2-Dichloro�ropane
trans-1,3-dichloropropene
I,1-Dichloropropene
cis- I ,3-Dichloropropene
Gthylbenzene
Hezachlorobutadiene
Isopropylbenzene
Methylene Chloride
n�T�Be
Naphthalene
n-Propylbenzene
Styrene
Certi�cate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Centra( City Storm Water
��� �!
Matrix: Solid Sample Depth: 8- 10 ft
Date Collected: 11.07.12 15.10 Date Received: I 1.08.12 16.41
% Moist: 17.27 Prep Method: 5030Q
Anal}�st: SOP Date Pre}�: t 1.12.12 13.30 Tech: SOP
Prep seq: G29878
CAS
Number
71-43-2
108-86-1
74-97-5
75-27-4
75-25-2
74-83-9
98-06-fi
135-98-8
10�1-51-8
56-23-5
103-90-7
75-00-3
67-66-3
74-87-3
95-49-3
106-43-4
99-87-6
96-12-8
� Za-�s-i
10(-93-4
74-95-3
95-50-I
541-73-t
106-�t6-7
75-71-8
107-06-2
75-34-3
156-60-5
I56-59-2
75-35-4
s�a-ao-�
142-28-9
78-87-5
10061-02-6
563-58-6
10061-01-5
� oaa i-�
37-68-3
9S-S2-3
7�-09-2
i �3�-oa-a
91-20-3
103-(5-i
� oo-az-s
�4QL D4DL
Result UnAdj n'IQL Adj ���p��
U 0.00500 Q00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 O.00S76 0.00100
U 0.00500 O.00S76 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U O.00S00 0.00576 0.00100
U 0.00500 O.00S76 0.00100
U 0.00500 Q00576 0.00100
U 0.00500 0.00576 0.00100
U QOOS00 0_00576 0.00100
U 0.0100 0.01I5 0.00200
U 0.00500 0.00576 0.00100
U 0.0100 0.0115 0.00200
U 0.00500 0.0057G 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.000877
U 0.00500 0.00576 0.00100
U 0.00500 O.00S76 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 O.00S76 0.00100
U 0.00500 O.00S76 0.00100
U 0.00500 0.0057E 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
u o.00soo o.00s�� o.00ioo
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 Q00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
lJ 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
U 0.00500 0.00576 0.00100
u o.oioo o.ous o.00aoo
u o.00soo o.00s�c o.00ioo
U 0.0100 0_0115 0.00200
U O.00S00 0.00�76 0.00100
U O.00S00 0.00576 0.00100
Page 20 oi 127
SDL
0.001 I S
0.001 I S
0.001 15
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.001 15
0.001 I S
0.001 I S
0.001 I S
0.00230
0.001 15
0.00230
0.001 I S
0.001 I S
0.001 I S
0.00101
0.0011 S
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.001 15
0.001 I S
0.001 1 S
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.001 15
0.00115
0.001 I S
0.001 (5
0.001 I S
0.00115
0.001 I S
0.001 15
0.00460
o.00t is
0.00230
0.001 I S
0.001 15
Final 1.000
Units P'lag Dil
mg/kg U i
mg/kg U 1
mn,�kg U I
mg,/kg U I
mg/kg U 1
mg/kg U t
mg/kg U I
mg/kg U I
mp�kg U I
mg/kg U 1
mg/kg U i
mg/kg U I
mgJkg U I
mg/kg U I
mg/kg U 1
mg/kg U t
mg/kg U I
mg/kg U I
m�kg U I
mg/kg U I
mg/kg U 1
mg/kg U i
mg/kg U 1
mg/kg U I
mg/kg U I
mg,/kg U I
mg/kg U I
mg/kg U 1
mg/kg U 1
mg/kg U 1
�„��:� u �
mg/kg U 1
mu,�kg U 1
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U 1
�„��:� u i
mg/kg U i
mg/kg U I
mg/kg U 1
� Certificate of Analytical Results 45217� ���'� �;��
��`� � �.� �,,, ,
Freese & Nicliols, Inc., Fort Wortli, TX
Ft. Worth Cei�tcal City Storm Water
Sample Id: ICansas 2:8-10
Lab Sample [d: 45217d-00G
- _
Analytica( Method: VOAs b,y S�V-8d( 82GOB
Date AnaL• 11.12.12 17.37
Anal seq: 900753
Par:imeter
_
1, i ,1,2-Tetrachloroethane
l, t,2,2-Tetrachloroethane
Tetrachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,2-Trichioroethane
I,l,l-Trichloroethane
Trichloroethylene
Trichlorotluorometh�ne
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl Chloride
o-\ylene
m,p-Xylenes
Sw�rogatc
Dibromotluoranethane
I ,2-Uichloroeth�ne-D4
Tol uene-D8
4-Dromolhrorobenzene
MaU•ix: Solid Sample Depth: 8- 10 Ct
Date Collected: 11.07.12 15.10 Date Received: 11.08.12 16.41
_ . __ _
% Moist• 17.27 Prep Method: 5030[3
Analyst: SOP Date Prep: 11.12.12 13.30 Tech: SOP
Prep seq: 629878
Result
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
\�IQL b[llL
UnAclj �7QL Ad,j UnAdj SDL Units ['lag Dil
0.00500 0.0057( 0.00100 0.00115 �»��g U I
0.00500 0.00576 0.00100 0.00115 �»��� U �
0.00500 0.00576 0.00100 0.00115 �»��g U �
0.00500 Q00576 0.00100 0.00115 �»5��� U I
0.00500 0.00576 0.00100 0.00115 �»€/h� U �
O.00S00 0.00576 0.00100 0.00115 ing/kg U I
O.00S00 0.00576 0.00100 0.00115 �»��� U I
0,00500 0.00576 0.00100 0.00115 �»��b U I
0.00500 0.00576 0.00100 0.00115 �»��g U �
0.00500 0.00576 0.00100 p.pp� �g mg/kg U I
0.00500 0.00576 0.000181 0.000208 �»��6 U �
0.00500 0.00576 0.00100 Q00115 �»�/�g U �
0.00500 0.0057G 0.00100 0.00115 �»@/�b U �
OA0200 0.00230 0.000400 0.000460 �»��6 U I
0.00500 0.00576 0.00100 p.pp� �5 mg/kg U I
0.0100 0.0115 0.00200 0.00230 �nP,lkg U I
CAS
Number
630-20-6
79-34-5
127- I S-4
108-88-3
87-61-6
120-82-I
79-00-5
71-55-6
79-01-6
�s-��-a
96-18-4
95-63-6
108-67-8
75-01-4
95-47-6
I79601-23-I
Ai�alytical Method: Percent i�9oishn•e
Date AnaL• I I.12.12 12.31
n„1i 5��: ��oocao
% Rec Limits Units Flag
97 53 - 142 %
97 56 - I 50 %
102 70 - I 30 %�
103 63 - I 52 %
°/a Moist: Prep Method:
AnalysL• .IBU D�le Prep: 1'ech: JBU
�����i� se��:
ct�s n►Q►. n►u�
Parametcr Numbcr Result UnAdj �'IQL Adj UnAtlj SUL Units ['lag Dil
__ _
Pcrcent 117oisturc 'CMOIS'I' 17.3 I.00 °/u
Page 21 of 127 Final 1.000
�
r �
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Water
�,,�`,� �:
���
Sample Id: Adolph 4:4-6 M<itrix: Solid Sample Depth: 4- 6 ft
Lab Sample [d: 45217d-007 Date Co(lected: I 1.07.12 14.13 Date Received: I 1.08.12 16.41
. _
Analytical Method: �4etals per ICI' by S��'846 6010B "/o Moist:� 16.48 �� �Prep Method: 3050B
Date Anal: 1 l. l2. l2 12.18 Analyst: DAT Date Prep: 1 I.12.12 07.00 Tech: DAT
Anal seq: 900656 Prep seq: 6297G1
Par�metcr
Arsenic
I3�ritun
Cadmitun
Chromium
Lead
Selenium
Sitver
CAS
Number
7440-38-2
7d40-39-3
7440-43-9
7d40-�7-3
7439-92-1
??32-49-2
7�140-22-4
h9QL �[DL
Result UnAdj �"�Q��� ���� UnAd,j SDL Units �I:�g Dil
2.94 0.500 0.570 0.165 p. � gg mg/kg l
73.7 0.500 0.570 0.165 p_ � gg mg/kg 1
0.38d 0250 0285 0.0750 0.0855 �nY��g �
13,4 0250 0285 0.0750 0.0855 �»��� �
5.52 0.600 0.684 0200 0,228 mg/kg i
U 0.500 O.S70 0.165 p. � gg mg/kg U 1
U 0200 0228 0.0650 0.0741 �»gi�g U 1
. . _ _ _ _. _
Analytical Method: D�tercw'y by S�\�7471r� %Moist: 1C.48 Prep Method:
Date Anal: 1 1.13.12 12.00 Analyst: DAT Date Prep: 11.13.12 07.45 "rech: DAT
Anal seq: 900748 Prep seq: 629849
ct�s �-tQL ��n�
Parameter Number Result UnAcij n'IQ�'��� Unr�dj SDL Units rlag Dil
_ --- _. __
Dtercm•y 7439-97-6 0,00242 0.0100 0.00302 0.00330 0.000997 �»��g J �
___
Analytical Method: 'I'PFI by Texas1U05
Date Anal: 11.09.12 22.25 Analyst: LEO
Anal seq: 900639
% Moist: 16.48 Prep Method: 1005
Date Prep: 11.09.12 I4.00 Tech: LEO
Prep seq: 629778
CAS A�IQL ntDL
P�r�meter Number Resutt UnAdj �'IQ� ��J UnAdj SDL Units P'lag Dil
_ _. . . _
CG-C12 Gasoline Range iiydrocarbons PI IC(12 U 50.0 59.7 9.80 � �.7 mg/kg U I
C12-C28 Diesel Range Hydrocarbons PFICG1028 U 50.0 59.7 12.1 �4.4 mg/kg U 1
C28-C3S Oil Range Hydrocarbons PHCG2835 U 50.0 59.7 12.1 �4.q mg/kg U 1
Total TPH 1005 PHC635 U 9.80 � 1.7 mg/kg U
Sw�rogate
o-Terphenyl
1-Chlorooctane
°/u Rec
87
93
Limits Units
70 - I 30 %
70 - 130 %
G'lag
Page 22 of 127 Final 1.000
�
Sample IcL•
Lab S1mp(e Id
Analytic�l Metliod:
Date An�l:
Anal seq:
Par�ntetcr
Adolph 4:A-6
asai��-oo�
VOAs by S�V-84( 82GOB
I1.12.12 17.58
)00753
6enzene
Qromobenzene
Bromochloromethane
E3romodichloromethane
f3romofonn
Methyl bromide
tert-[3utylbenzene
Sec-Butyibenzene
n-Qurylbenzene
Carbon Tetrachloride
Chiorobenzene
Chloroethane
Chlorofonn
Medp�l Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I,2-D i bromo-3-C hloropro pane
Dibromochloromethane
1,2-Dibromoethane
Methylene bromide
1,2-Uichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichloroditluoromethane
1,2-Dichloroethane
I,I-Dichloraethane
trans-1,2-dichloroethylene
cis-1,2-Dichloroethylene
I,l-Dichloroethene
2,2-Dichloropropane
1,3-Dichloropropane
1,2-Dichloropropane
lrans-1,3-dichloropropene
I, I -Dichloropropene
cis-1,3-Dichloropropene
Ethylbenzene
flexachlorobutadiene
fsopropylbenzene
Methylene Chloride
M'I'BE
N�phthalene
n-Propylbenzene
Styrene
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Stortn Watec
�`�� ��_��
Matrix: Solid Sample Depth: 4- G ft
Date Co(lected: 11.07.12 14.13 Date Received: 11.08.12 16.41
_
`% Moist: 16.48 Prep Method: 5030[3
Analyst: SOP D�te Prep: 11.12.12 (3.30 Tecf�: SOP
Prep seq: 629878
c,�s
Number
71-43-2
i os-s�- t
7d-97-5
75-27-4
75-25-2
74-83-9
93-06-6
I 35-98-A
10�}-51-3
56-23-5
I 08-90-7
75-00-3
67-66-3
74-87-3
95-d9-8
106-43-4
99-87-6
96-12-8
i a�-ax-i
106-93-4
74-95-3
95-50-I
541-73-t
i o�-a�-�
75-71-8
107-06-2
75-34-3
I 56-(0-5
156-59-2
75-35-4
5)4-20-7
142-28-9
78-87-5
10061-02-6
563-58-G
10061-01-5
100-41-4
87-68-3
�a-sz-s
75-09-2
1634-04-4
91-20-3
103-65-I
100-42-5
miQ� ����
Result UnAdj �'tQL Adj UnAdj
U 0.00500 Q005)4 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 Q00594 0.00100
U 0.00500 0.00594 0.00100
u o.00soo aoos�a o.00ioo
U 0.00500 Q00594 0.00100
U 0.00�00 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.0100 0.0119 0.00200
u o.00soo o.00s�a o.00 i o0
U 0.0100 0.0119 0.00200
U O.00S00 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.000877
U 0.00500 0.00594 0.00100
u o.00soo o.00s�a o.00 i o0
u o.00soo o.00s�a o.00ioo
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
u o.00soo o.00s�a o.00ioo
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00 t 00
u o.00soo o.00s�a o.00too
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
U OA0500 Q00594 0.00100
U Q�O500 0.00594 0.00100
u o.00soo o.00s�a o.00 i o0
U 0.00500 0.00594 0.00100
u o.00soo o.00s�a o.00ioo
U 0.00500 OA0594 0.00100
U 0.00500 0.00594 0.00100
u o.00soo o.00s�a o.00ioo
U 0.0100 Q0119 0.00400
U O.00S00 0.00594 0.00100
U 0.0100 0.0119 0.00200
U 0.00500 0.00594 0.00100
U 0.00500 0.00594 0.00100
Page 23 of 127
SUt.
0.001 19
0.001 19
0.00119
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
Q00238
0.001 19
0.00238
0.001 19
0.001 19
0.001 19
0.00104
o.00i i�
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.00119
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.001 19
0.00475
0.001 19
0.00235
0.001 19
0.001 19
Final 1.000
Units t�l.�g
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
�„y�:� u
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
m�/kg U
m�/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mp,/kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
Dil
I
I
I
I
1
1
I
I
I
i
I
I
1
I
I
I
I
I
1
I
i
I
I
i
I
I
1
1
1
1
i
i
i
I
� `
Certi�cate of Analytical Resuits 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Wortll Central City Stor�n Water
�r�
Sample Id: Adolph �i:a-G Matrix: Solid Sample Depth: 4- 6 1t
Lab Sample Id: 452174-007 Date Col(ected: 11.07.12 14.13 Date Received: 11.08.12 16.41
_ _
Analytical Method: VOAs b,y SW-84( 82(OB
Uate AnaL• 11.12.12 (7.58 Analyst: SOP
Anal seq: 900753
Parametcr
__
I , I ,1,2-Tetrachioroeth�ne
I, I ,2,2-Tetrachloroethane
Tetrachioroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
I,1,2-Trichloroethane
i , t , I -Trichloroethane
Trichloroethylene
Trichlorotluoromethane
I ,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vin}�I Chloride
o-\ylene
m,p-�ylenes
Stu•rogate
Dibromo[7 uoromethane
1,2-Dichloroethane-D4
Toluene-DS
4-[3romofl uorobenzene
Analytical Method: Percent Nioishu•e
Da�e Anal: 11.12.12 12.31
Anal seq: 900640
Parametcr
. _
Pcrcent �4oisturc
CAS
Number
630-20-6
79-345
127-18-4
108-88-3
A7-61-6
120-82-I
79-00-5
71-SS-6
79-01-6
75-69-4
96- I 8-4
95-63-6
108-67-8
75-Ot-4
95-47-6
179601-23-I
.__ _
'%Moist: 1G.48 Prep Method: 5030B
Date Prep: I 1.12.12 (3.30 Tech: SOP
Prep seq: G29878
bIQL n�[DL
Rcsult UnAdj n'IQL Acl,j L1nAdj SDL Units Flag Dil
U 0.00500 0.00594 0.00100 0.00119 i»@/�g U i
U 0.00500 0.00594 0.00100 0.00119 �»@/�� U �
U 0.00500 0.00594 0.00100 p.pp� �9 mg/kg U I
U 0_00500 0.00594 0.00100 0.00119 �n��g � �
U O.00S00 0.00594 0.00100 0.00119 �»F��g U �
U 0.00500 0.00594 0.00100 0.00119 »>P��g U �
Cl 0.00500 0.00594 0.00100 0.00119 �n€/�g �1 �
U 0.00500 0.00594 0.00100 0.00119 �»P,��g �1 �
U 0.00500 0.00594 0.00100 p.pp� �9 mg/kg U 1
U 0.00500 0.00594 0.00100 0.00119 �nF��g U �
U 0.00500 0.00594 0.000181 0.000215 �ng/kg U 1
U 0.00500 0.00594 0.00100 0.00119 �n��g U �
U 0.00500 0.00594 0.00100 0.00119 �»F��S U �
U 0.00200 0.00238 0.000400 0.000475 �»��g U �
U 0.00500 0.00594 0.00100 p.pp� �9 mg/kg U t
U 0.0100 0.0119 0.00200 0.00233 �»€%�g U I
% Rec Limits Units ['lag
98 53 - 142 %
91 56- 150 %
108 70 - I 30 '%
108 68 - I 52 %
% Moist: Prep Method:
Analyst: JBU Date Prep: Tech: JBU
Prep seq:
CAS DtQL
Number Result UnAdj �'1QL Adj
TMOIST 16.5
Page 24 of 127
AIDL
UnAdj SDI, Units P'lag Dil
I .00 %
Fi�al 1.000
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
�t. Worth Centcal City Stori�� VJatec
��
�
S�[ll�)IC ICI: ACIOI�II �{:g-IO Matrix: Solid S�mple Depth: 8- 10 ft
Lab Slmple Id: d5217d-008 Date Collected: 1 L07.12 14.13 Date Received: l 1.08.12 16.41
. ... .
Ana(ytical Method: Ntetals per ICP by S�\'846 GO(0[3 % Moist: 16.03 Prep Method: 3050B
D1te AnaL• 11.12.12 12.20 Analyst: DAT Date Prep: 1 l.12.12 07.00 Tech: DAT
An11 seq: 900656 Prep seq: 6297C> 1
P.ir�imetcr
Arsenic
I3.i ri u m
Cadmium
Chromium
Lcad
se��nium
Silver
CAS NIQL
Numbcr Result UnAdj n'IQL Acij
__ .
7440-38-2 2.91 0.500 0.522
7440-39-3 70.6 0.500 0.522
7440-43-9 0.3G2 0.250 0.261
7440-a7-3 12.5 0.250 0.261
7439-92-I i.58 0.600 Ob27
��sz-a�-z u osoo o.szz
�aao-az-a u o.200 o.zo�
ntn[.
Unr�dj
_
0. I 65
0. I 65
0.0750
0.0750
0200
0.165
0.0650
SDL Onits P'lag Dil
__
0.172 ������ 1
0.172 �ng/kg I
0.0783 �ng/kg I
0.0783 mg/kg I
0.209 mg/kg I
0.172 mg/kg U I
0.0679 �ng/kg U 1
.
. .
__ _ _
___ _
Analytical Method: �4ercur,y by S�1'7471A %MoisL• 1C>.03 Prep Method:
Date Anal: I l.13.12 12.02 Anal}�st: DAT Date Prep: 11.13.12 07.45 Tech: DAT
Anal seq: 900748 Prep seq: 629849
ct�s n�Q►. nt��
Parameter Number Resuit Unr�dj n'IQL Adj UnAdj SDL Units �I.ig Dil
_ __ _
�4ercw•y . 7439-97-G 0.0027d 0.0100 0.00304 0.00330 0.00(00 mg/kg .I I
Analytical Method: TPiI b,y Tezasl0bi %, Moist: 1G.03 Prep Method: 1005
D1te Anal: 1 I.09.12 22.45 Anal}�st: Lr0 Date Prep: l 1.09.12 14.00 T'ech: LGO
An�l seq: 900639 Prep seq: 629778
CAS D1QL n�iDL
P:u:�meter Number Res�dt UnAdj n���L���� UnAdj SDL Units P'lag Dil
_ _
C6-C12 Gasoline Rangc [Iydrocarbons PI IC612 U 50.0 593 9.80 I I.6 ��tg/hg U I
C 12-C28 Diesel Range E lydrocarbons PIiCG 1028 U 50.0 59.3 12.1 � 4.q mg/kg U 1
C28-C35 Oil R1nge Flydrocarbons PFfCG2835 U 50.0 593 12.1 �4.q mg/kg U I
Tot�l TPH 1005 PHC635 U 9.80 � �.� mg/kg U
SUI'PO�,.I(C
o=Cerphenyl
I-Chlorooctane
°/a RCC
81
87
Limits Units ['I�g
70 - I 30 %
70 - I 30 %
Page 25 of 127 Final 1.000
Certiiicate of Analytical Results 452174 ""W� ��
Y���3
Freese & Nichols, Inc., Fort Worth, TX
Ft. Wocth Centcal City Storm Water
Sample Id: Adolph 4:8-10 M�trix: Solid Sampie Depth: 8- IO ft
Lab Sample Id: 452174-008 Date Collected: t 1.07.12 14.13 D1te Received: I 1.08.12 16.41
Analytical Method: VOAs by S1V�-846 82(OI3 % Moist: 16.03 Prep Method: 5030E3
Date Anal: 1 L 12.12 18.21 Analyst: SOP Date Prep: l 1.12.12 1330 Tech: SOP
An�l seq: 900753 Prep seq: 629878
Pa� ameter
[3enzene
[3romobenzene
Bromochloromethane
Bromodichioromethane
[3romofonn
Methyl bromide
tert-Butylbenzene
Sec-[3urylbenzene
n-Buq�lbenzene
Carbon Tetr�chloride
Chlorobenzene
Chloroethane
Chioroform
Mediyl Chloride
2-Chlorotoluene
4Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-Dibro mo-3-Chloropropane
D ibromochl oromethane
1,2-Dibromoethane
Meth}�lene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dich lorod i fl uoromethane
1,2-Dichloroethane
I,I-Dichloroeth�ne
tr�ns- I ,2-dichloroeth}�lene
cis-1,2-Dichloroethylene
I, I -0ichloroethene
2,2-Dichloropropane
1,3-Dichioropropane
l,2-Dichloropropane
trans-1,3-dichloropropene
l,i-Dichloropropene
cis-1,3-Dichloropropene
Ethylbenzene
Flexachiorobutadiene
Isopropylbenzene
Methylene Chloride
n�TaE
Naphthnlene
n-Propylbenzene
Styrene
CAS
Numbcr
71-43-2
i os-s�- i
�a-��-s
75-27-4
75-2�-2
74-53-9
98-06-6
135-98-8
104-51-8
56-23-5
108-90-7
75-00-3
67-66-3
7�I-87-3
�s-a�-x
106-43-4
99-87-6
96-12-8
I 24-48-1
I 06-93-4
74-95-3
95-50-1
54 I -73- I
106-46-7
75-71-8
107-06-2
75-34-3
I 56-60-5
156-59-2
75-35-4
594-20-7
1�32-28-9
78-b7-5
10061-02-G
563-58-6
10061-0�-5
i oo-a � -a
87-68-3
98-32-8
75-09-2
I 634-04-4
91-20-3
103-65-1
I 00-d2-�
Result
U
U
u
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
u
U
U
U
17QL
UnAdj
0.00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
o.00soo
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
O.00S00
0.00500
0.00500
o.00soo
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
O.00S00
D7QL Adj
0.00570
0.00570
o.00s�o
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.0114
0.00570
0.0114
o.00s�o
0.00570
0.00570
0.00570
0.00570
0.00570
o.ons�o
0.00570
O.00S70
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
0.00570
o.00s�o
0.00570
0.00570
0.01 I �I
0.00570
0.0114
0.00570
O.00S70
�iUL
UnAdj SDL Units Flag Dil
0.00100 0.00114 mg/kg U I
0.00100 0.00114 in�kg U I
o.00ioo o.00t ia �»€/�s U �
0.00100 0.00114 �»�/�� U i
0.00100 p.ppl iq mg/kg U I
0.00100 0.001 14 �ny E�5 U �
0.00100 0.00114 meJkg U 1
O.00l00 Q00114 mg/kg U 1
0.00100 O.Opllq mgfkg U I
0.00100 0.00114 �pP,��g U 1
0.00100 0.00114 ing/kg U I
0.00200 0.00228 �»��g U 1
Q00100 Q00114 �»P,��g U 1
0.00200 0.00228 �»��S U I
o.00loo o.o�>>� �„��;� u i
o.00�oo o.00i �a �» ��g u i
0.00100 0.00114 �»@/�g U 1
0.000877 0.00100 mg/kg U I
0.00100 0.00114 �»��g U I
0.00100 0.00114 �»��g U I
0.00100 0.00114 �»g�kg U I
0.00100 0.00114 mg/kg U I
0.00100 0.00114 ing/kg U 1
0.00100 0.00114 i»��S U I
0.00100 0.00114 �»��g U I
0.00100 0.00114 mg/kg U 1
0.00100 Q00114 mg/kg U I
0.00100 0.00114 �»��g U I
0.00100 0.00114 �»��g U �
0.00100 0.00114 ing�kg U 1
O.00l00 0.00114 mg/kg U 1
0.00100 0.00114 �»��g U 1
0.00100 0.00114 �»�kg U i
0.00100 0.00114 �»g��g U I
0.00100 0.00114 �»��g U I
0.00100 0.00114 �»��S U I
o.00ioo o.00i i� �„�/�� u i
0.00100 0.00114 �»g/�� U I
0.00100 0.001 I d �n��� U I
0.00400 0.00456 �»g��g U �
0.00100 0.00114 �»��g U 1
0.00200 0.00225 mg/kg U 1
0.00100 O.00IId i»��g U 1
0.00100 0.00114 mg/kg U I
Page 26 of 127 Final 1.000
Certificate of Analytical Results 452174
Freese & Nictiols, Inc., Fort Wo►•tl�, TX
Ft. Worth Central City Storm Water
Sample Id: Adolph 4:8-10
Lab Sample Id: 45217d-008
Analytical Metliod: VOAs by S«�-84G 8260B
Date Anal: I 1.12.12 18.21
Anal seq: 900753
Parameter
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrlchloroeth�ne
Tetrachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
I,1,2-Trichloroethlne
I, I ,1-Trichloroe[hane
Trichloroethylene
T'richlorofluoromediane
(,2,3-Trichioropropine
1,2,4-Trimethylbenzene
I ,3,5= I�ri methyl benzene
Vinyl Chloride
o-Xylene
m,p-Xylenes
surrog:itc
Dibromofluoromethlne
I , 2-D ichloroeth�ne-D4
Toluene-D8
4-E3romotluorobenzene
°r� a«
101
93
�0�
�04
��1DL
UnAd,j SUL Units ['lag Uil
_ _
0.00100 0.00114 ing/kg U I
0.00100 0.00114 i»��$ U 1
0.00100 0.00114 �n��g U i
0.00100 0.00114 mg/kg U I
0.00100 OA0114 ����kg U I
0.00100 p,0011a �p��� U I
0.00100 0.00114 mg/kg U I
0.00100 0.00114 mg/kg U 1
0.00100 Q00114 �ng/kg U I
0.00100 0.00114 tng/kg U I
0.000181 0.000206 �ng/kg U I
0.00100 0.00114 �ng�kg U I
0.00100 p_pp� �q mg/kg U I
0.000400 O.00Od56 mg/kg U 1
Q00100 0.00114 mg/kg U 1
0.00200 0.00228 mg/kg U i
Limits
S3 - 142
56 - I 50
70 - I 30
6A - I 52
lhiits
"/o
%
%
°/a
ri:,a
_ _ _
Analytical McUtod: Pcreent n�loistw•e % MoisL• Prep Melhod:
Date Anal: l 1.12.12 12.31 Ana(yst: J[3U Date Prep: Tech: J[3U
Anal seq: 900640 Prep seq:
CAS �4QL A9UL
I':u•ameter Number Result UnAdj �'�Q� `���� UnAdj SUL llnits P'I�g Dil
_
_
Percent Nloistw�e TMOIST IC.O I.00 %
Page 27 of 127 Final 1.000
�~� `� �'
��� _W,..,,,�
Matrix: Solid Sample Depth: 8- 10 ft
D�te Collected: 1 1.07.12 14.13 D�te Received: I 1.08.12 16.41
__ _
%Moist: 1fi.03 Prep Method: 5030Q
Analyst: SOP Date Prep: I L 12.12 13.30 Tech: SOP
Prep seq: C>29878
CAS NIQL
Number Result UnAdj n'[QL Atlj
_
630-20-6 U 0.00500 0.00570
79-34-5 U OA0500 0.00570
iz�-ia-a u o_oosoo o.00s�o
108-88-3 U 0.00500 0.00570
87-61-( U 0.00500 0.00570
120-82-I U 0.00500 0.00570
79-00-5 U 0.00500 0.00570
71-55-6 U 0.00500 0.00570
79-01-6 U 0.00500 0.00570
75-69-4 U 0.00500 0.00570
96-1&4 U 0.00500 0.00570
95-63-6 U 0.00500 0.00570
108-67-8 U 0.00500 0.00570
�s-oi-a u aoo2oo o.002za
95-47-6 U OA0500 O.00S70
179C01-23-I U 0.0100 O.OI id
�
Certificate of Analytical Resuits 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Watec
�"`" �L �:
���
Sample Id: Adolph 3:4-G Matrix: Solid Sample Deptli: �t - 6 f't
Lab Sample td: 45217d-009 Date Collected: I L07.12 13.53 Date Received: 1 I.OA.12 1(.41
Analytical Method: �4ctals per ICP by S�V'846 GOl0I3 % Moist: 15.41 Prep Method: 3050B
Date Anal: 1 I.12.12 12.23 Analys�: DAT Date Prep: 11.12.12 07.00 Tech: DAT
Anal seq: 90065G Prep seq: 629761
CAS �7QC. �IDL
Parameter Number Result llnr�dj �'1QL Adj UnAd,j SUL Units Flag Dil
Arsenic 7440-38-2 3.1( 0.500 OS68 0.165 0.158 ing/kg 1
I3arium 7440-39-3 7L9 0.500 0.568 0.165 p_�gg mg/kg I
Cadmiwn 7440-43-9 0.35G 0250 0284 0.0750 0.0853 �n€/�S �
Chromium 7440-47-3 13.6 0.250 0.284 0.0750 0.0853 �n�tiS �
Lead 7439-92-I 5.78 0.600 0.682 0.200 0.227 �»��g I
Selenium 7782-49-2 U 0.500 0.568 0.165 p. � gg mg/kg U 1
Sih�er 7440-22-4 U 0200 0.227 0.0650 0.0739 �»��g U I
. _.
_ _. __
Analytical Me�hod: �9erciu�y by SW7471A % Moist: 15.41 Prep Methocl: �� ���
Date Anal: 1 L 15.12 12.07 Analyst: DAT Date Prep: 11.15.12 07.43 Tech: DAT
An�l seq: 900953 Prep seq: 629980
CAS NiQL N[DL
Parameter Ntunber Result UnAd,j ��QL'��J UnAdj SDL Units ['lag Dif
. __ . . _ . _ _ _
D4crcw•y 7439-97-6 0.00281 0.0100 0.00313 0.00330 0.00103 �n��S ,� �
Ana(ytical Method: TPH by Te�as1005
Date Anal: 1 I.12.12 09.1 1
Anal seq: 900G39
P:�rameter
.
C6-C12 Gasoline Range Hydrocarbons
C12-C23 Diesel Range Hydrocarbons
C28-C35 Oil Range Hydrocarbons
T'otal 't'PH 1005
Surrog:�tc
o=Cerphenyi
�-C�t�O�00Cf811E',
% Moist: 15.41
Anllyst: LEO Date Prep: I 1.09.12 14.00
Prep seq: 629778
CAS \IQL AtDL
Number Result UnAdj �QL ��j UnAdj
. _ __
PHC612 U 50.0 58.2 9.80
PHCG1028 U 50.0 58.2 12.1
PHCG2835 U 50.0 532 12.1
PHC635 U 9.80
% Rec
90
101
Limits
70 - I 30
70 - I 30
Prep Metho�: 1005
Tech: LEO
SDL Units �lag Dil
.__ _ .
IL4 �»�kg U 1
14.1 �ng/kg U i
14.1 mgf kg U t
11.4 mg/kg U
Units �lag
%
%
Page 28 of 127 Final 1.000
Certificate of Analytical Results 452174 a°'`� �`•
���-� ., �
�;�,;
S�mple Id:
Lab Sample Id:
_
Analytical MeUiod
Date Anal:
Anal seq:
Adoiph 3:4-G
d52174-00I
VOAs by S�V-84G 82GOI3
11.12.12 18.42
900753
Parametcr
Ben�ene
[3romobenzene
Bromochloromethane
[3rom�dichlorometh�ne
[3romofbrm
Methyl bromide
tert-f3utylbenzene
Sec-Qutylbenzene
n-[3utylbenzene
Carbon "Petrachloride
Chlorobenzene
Chloroethane
Chloroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-Dibromo-3-Chloroprop�ne
Dibromochloromethane
1,2-L�ibromoethlne
MeU�ylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichiorobenzene
Dichloroditluoromethane
1,2-Dichloroeth�ne
I,l-Dichloroed�ane
lrans-1,2-dichloroethylene
cis-1,2-Dichloroedrylenc
I,I-Dichloroethene
2,2-Dichloropropine
1,3-Dichloropropane
1,2-Dichloropropane
trans-1,3-dichloropropene
I,1-Dichloropropene
cis-I ,3-Dichloropropene
Ethylbenzene
Hex�chlorobutadiene
Isopropylbenzene
Nfeth}�lene Chloride
M'I'E3L
Naphthalene
n-Propylbenzene
St}�rene
Freese & Nichols, Inc., Fort Wortli, TX
Ft. WorHl Centcal City Storm Water
Matri�: Solid Sample Depth: 4- 6 ft
Date Collected: I L07.12 13.53 Date Received: f L08.12 1G.4t
% Moist: 15.41 Prep Method: 5030I3
Analyst: SOP Date Prep: 11.12.12 13.30 �I'ech: SOP
Prep seq: 629878
ct�s
Numbcr
71-43-2
i os-s�- i
74-97-5
�s-2�-a
75-25-2
74-33-9
93-06-6
I 35-98-8
104-51-3
56-23-5
I 08-90-7
75-00-3
67-66-3
74-87-3
�s-a�-s
106-43-4
99-87-6
96-12-8
12d-48-i
106-93-d
74-95-3
95-SO-I
541-73-1
106-46-7
75-71-8
I 07-0(-2
75-34-3
f 56-CO-5
156-59-2
75-35-4
594-20-7
142-28-)
78-87-5
10061-02-G
563-58-6
10061-01-5
i oo-a i -a
87-68-3
98-82-8
75-09-2
1634-04-4
91-20-3
103-65-I
100-42-5
n►QL
Result UnAdj �'[QLAdj
_
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U Q00500 O.00SS9
U 0.00�00 O.00S89
U O.00S00 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0_00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0.0100 0.0118
U 0.00500 O.00SS9
U 0.0100 O.OIIS
u o.00soo o.00sa9
U 0.00500 0.00589
U 0.00500 OA0589
U O.00S00 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U O.00S00 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
u o.00soo o.00ss�
U 0.00500 QOOSS9
U 0.00500 0.00589
LJ 0.00500 0.00539
U 0.00500 0_00589
U O.00S00 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U Q00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
u o.oioo o.ous
U 0.00500 0.00589
U 0.0100 0.0118
U 0.00500 0.00589
U 0.00500 O.00SR9
Page 29 of 127
niuL
UnAdj
0.00100
0.00100
o.00 t o0
0.00100
0.00100
0.00100
0.00100
O.00 I 00
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00100
0.00100
0.00100
0.000877
0.00100
O.00l00
Q00 ( 00
o.00ioo
0.00100
0.00100
0.00100
0.00100
OA0100
o.00ioo
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
O.00 I 00
0.00 I 00
0.00 t 00
0.00100
0.00100
o.00�oo
0.00100
0.00200
0.00100
0.00 I 00
SUL
0.001 18
o.00i is
Q001 18
o.00i is
0.001 18
0.001 18
0.001 I S
0.001 18
0.001 I S
0.001 18
0.001 I b
0.00235
o.00i ix
0.00235
0.001 18
0.001 18
o.00� is
0.00 I 03
0.001 18
0.001 18
o.00i is
0.001 13
0.001 13
0.001 18
0.001 18
0.001 18
o.00i ix
Q001 18
o.00i ix
0.001 I8
o.00i ix
0.001 18
0.001 18
0.001 I 8
0.001 18
0.001 18
OA01 18
0.001 18
o.00i is
o.00a� i
O.00 l I S
0.00235
o.00i ix
0.001 18
Final 1.000
Units �I.�g Dil
me,/kg U I
m�kg U 1
�„�ti� u �
mg/kg U i
�»��:� u i
me,/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mn�kg U I
mg/kg U I
mgJkg U I
mg/kg U 1
mg/kg U I
mg/kg U i
mg/kg U I
mg/kg U I
�„y�:� u i
mgJkg U 1
mg/kg U I
mp�kg U I
�„��� u i
mg/kg U I
mg/kg U I
mg/kg U 1
mgfkg U I
mg/kg U i
�»��� u i
mg/kg U I
�„y�;� u i
mg/k� U I
�„y�� u i
m�kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mgJkg U I
mgJkg U I
mgJkg U I
�»�/�:g u i
mg/kg U I
mg/kg U I
mg/kg U I
�„��:� u i
Certificate of Analytical Results 452174
Freese & Nicliols, Inc., Fort Worth, TX
Ft. Worth Centca) City Stor�n Water
;`�
;�;_
Sample Id: Adoiph 3:4-0` Matrix: Solid Sample Depth: 4- 6 ft
Lab Sample Id: 452174-009 Date Collected: I 1.07.12 13.53 Date Received: t 1.08.12 16.41
. . . __ _
Analytical Method: VOAs by 5���-8d6 82G0[3 % Moist: 15.41 Prep Method: 50308
Date Anal: I 1.12.12 18.42 Analyst: SOP Date Prep: 11.12.12 13.30 Tech: SOP
Anal seq: 900753 Prep seq: 629S78
Par.imeter
1, i ,1,2-Tetrlchloroeth�ne
I ,1,2,2-Tetrachloroethane
Tetrachloroethylene
T'oluene
i ,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
I , I ,2= I'ric hloroethane
1,1,1-Trichioroeth�ne
'I'richloroethylene
Trichlorofluoromethane
I ,2,3= I'richloropropane
1,2,4-Trimethyl benzene
1,3,5-Trimethyll�nzene
Vinyl Chloride
o-Xylene
m,p-X}�lenes
Surrog.ite
Dibromofluoromethane
1,2-0ichloroethane-D4
Toluene-D3
4-[3romofluorobenzene
_
Analytical Method: Percent �4oisture
Date Anal: i L 12. l2 12.31
Anal seq: 900G40
Pa ra mete r
Pcrcent �toisture
CAS
Numbcr
. ..
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-1
79-00-5
71-55-6
79-01-6
75-69-4
96- I 8-4
95-63-6
108-67-8
75-01-4
95-47-6
179601-23- I
._ __
% Moist:
Analysr JBU Date Prep:
Prep seq:
CAS ��iQL MDL
Number Result UnAdj D4QL Adj UnAdj
.._ _ . .
TMO[ST 15.4 L00
MQL
Result llnAdj 1[QL,Ad.I
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 OA0589
U 0.00500 0.00589
U 0.00500 O.00S89
U 0.00500 0.00589
U 0.00500 0.00589
U O.00S00 0.00539
U 0.00500 0.00589
U 0.00500 0.00589
U 0.00500 0.00589
U O.00S00 0.00539
U 0.00200 0.00235
U 0.00500 0.00589
U 0.0100 0.0118
% Rec
105
97
l�2
107
Page 30 of 127
�tDL
C1nAdj SDL Units Flag Dil
0.00100 0.00118 �ng/kg U I
0.00100 0.00118 ing/kg U 1
0.00100 p.ppllg mg/kg U I
0.00100 0.00118 �»��S � �
0.00100 0.00118 �»��g U 1
0.00100 0.001 1 S �»F��g U �
0.00100 O.0011B �n��g U �
0.00100 0.00118 �»P��g �1 �
0.00100 0.00118 �ng/kg U I
0.00100 0.00118 �»P��g � �
0.000181 0.000213 �ng/kg U I
0.00100 0.00118 �ng/kg U I
0.00100 0.00118 �»F��g U 1
0.000400 0.000471 �»€/�g U �
0.00100 0.001 t 8 �n��g 11 �
0.00200 0.00235 �»��g �1 �
C,imits
53 - 142
56 - 150
70 - I 30
�s - i sz
Units
%
�%
o�a
°io
rlag
Prep Method:
Tech: JBU
SDL Units rlag Dil
o�a
Final 1.000
• Certiiicate of Analytical Results 452174 �� ��'�
��� Ad�,,,,.
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Watec
Sample Id: Adolpl� 3:8-10 Matrix: Solid Sample Deptli: 8- 10 ft
L,ab Sample Id: 452174-010 Date Co(lected: 1 1.07.12 13.53 Date Received: 11.08.12 16.41
Analytical� Method: ���� Ntctals per [CP by S�1'846 60108 % Moisl: 16.18 Prep Method: 3050B
Date Anal: 11.12.12 12.25 Analyst: DAT Date Prep: I 1.12.12 07.00 Tech: DAT
Anal seq: 900656 Prep seq: 629761
Pa ra mctc r
A�senic
[3ariwn
Cadmium
Chromium
Lead
Selenium
sih�er
CAS
Nwuber
_
7440-38-2
7440-39-3
7440-43-9
7440-47-3
7439-92-i
7782-49-2
�aao-zz-�
�4QL r:DL
Residt UnAdj �'IQL Adj UnAdj SDI, Units [�'I.ig Dil
3. t 1 0.500 0.523 0. I 65 0.173 �»��S �
C,8.1 Q500 0.523 0.165 0.173 �p��� �
0.338 0250 0.262 0.0750 0.0785 in��S �
13.2 0.250 0.262 0.0750 0.0785 �»��S �
5.22 O.fi00 0.628 0200 p.Zp9 mg/kg I
U 0.500 0.523 0.165 p. � 73 mg/kg U I
U 0200 0.209 0.0650 0.0680 �»��g � �
Analyticai Method: n4ercur,y by S«�7�t71A % Moist: 16.18
D�te AnaL• I I.15. ( 2 12.29 Analyst: DAT Date Pi•ep: 11.15.12 07.43
Anal seq: 900953 Prep seq: G29980
cas ntQt, rvt��
P:n�ameter Number Result UnAd,j n'IQL r�dj UnAdj
_ __ _ _
�tcrcw•y 7439-97-6 0.00246 0.0100 0.00307 0.00330
Analytical Methc�d: TPFI by Tesas1005
Date Anal: I I.09. l2 23.23
Anal seq: 900639
Par»metcr
C(-C12 Gasolinc Rangc Hydrocarbons
C12-C28 Diesel Range Hydrocarbons
C28-C35 Oil Range I lydroc�rbons
"(bt�l "I�PEI 1005
Surrogatc
o= I�erphenyl
I-Chlorooctane
_ _
% Moist t(.18
Analyst: L,rO Date Prep: I 1 A9.12 14.00
CAS
Numbcr
PHC612
PHCG 1028
PHCG2835
PHC635
Prep seq: 629778
NtQL ��IDL
Result UnAdj �'[QL Adj UnAdj
_
u so.o sa.s �.xo
u so.o sa.s iz.i
U 50.0 58.8 12.1
U 9.80
% Rec
91
98
Prep Method:
Tech: DnT
SDL Units �lag Bil
0.00101 �»��b .I I
_
Prep Method: 1005
Tcch: LGO
SDL Units P'lag Dil
I L5 mg/kg U I
� 4.2 mg/kg U I
142 mg/kg U I
11.5 mg/kg U
Limits Units
70 - I 30 %
70 - I 30 %
�lag
Page 31 of 127 Finai 1.000
v
Sample Id: Adolph 3:8-10
Lab Sample Id: 452174-010
Analytic�l Method: VOAs by S\1'-84G 8260[3
Date Anal: 1 1.13.12 15.09
Anal seq: 900860
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Centcal City Storm Watec
�� �:� �
�� .._,_.,,,w
Matrix: Solid Sample Depth: 8- 10 tt
Date Col(ected: t 1.07.12 13.53 Date Received: 11.08.12 16.41
% Nioist: 16.18 Prep Method: 5030[3
Analyst: SOP Date Prep: t 1.13.12 12.00 Tech: SOP
Prep seq: 62))45
CAS
Parameter Number
E3enzene 71-43-2
E3romobenzene 108-86-I
Qromochloromethane 74-97-5
Qromodichlorometliane 75-27-4
Bromoform 75-25-2
Methyl bromide 74-83-9
tert-Butylbenzene 98-06-6
Seo-Butylbenzene 135-98-8
n-Quq�lbenzene 104-51-8
Carbon Tetrachloride 56-23-5
Chlorobenzene 108-90-7
Chloroethane 75-00-3
Chiorofonn 67-66-3
Methyl Chloride 74-87-3
2-Chlorotoluene 95-49-5
4-Chlorotoluene 106-43-4
p-Cymene (p-lsopropyltoluene) 99-87-6
1,2-Dibromo-3-Chioropropane 96-12-8
Dibromochloromethane 124-48-1
1,2-Dibromoethlne 106-93-4
Mediylene bromide 74-95-3
1,2-Dichlorobenzene 95-50-I
1,3-Dichlorobenr,ene 541-73-1
1,4Dichlorobenzene 106-46-7
Dichlorodi 0 uoromethane 75-71-8
1,2-Dichloroethm�e 107-06-2
I,I-Dichloroethane 75-34-3
trans-1,2-dichloroethylene 156-60-5
cis-1,2-Dichloroethylene I 56-59-2
1,1-Dichloroethene 75-35-4
2,2-Dichloropropane 594-20-7
1,3-Uichloropropane 142-28-9
1,2-Dichloroprop�ne 78-87-5
trans-1,3-dichloropropene 10061-02-6
I,1-Dichloropropene 563-58-6
cis-1,3-Dichloropropene 10061-01-5
Ethylbenzene 100-41-4
He�ach�orobutadiene 37-68-3
Isopropylbenzene 93-32-8
Nfethylene Chloride 75-09-2
MTBG 163�1-04-4
Naphthalene 91-20-3
n-Propyibenzene 103-65-I
Styrene 100-a2-5
Result
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
�4QL �4DL
UnAdj �4QL Adj UnAdj
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.0100 0_O1I4 0.00200
0.00500 0.00570 0.00100
0.0100 Q0114 0.00200
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 O.00OS77
0.00500 0.00570 0.00100
O.00S00 0.00570 0.00100
0.00500 O.00S70 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 O.00S70 0.00100
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
0.00500 O.00S70 0.00100
0.00500 0.00570 0.00100
0.0100 0.0114 0.00400
0.00500 0.00570 0.00100
o.oioo o.oi ia o.00zoo
0.00500 0.00570 0.00100
0.00500 0.00570 0.00100
Page 32 of 127
SUL
0.001 14
0.001 14
o.00i ia
0.001 14
0.001 14
0.001 14
o.00� ia
0.001 14
0.001 14
0.001 14
0.001 14
0.0022s
o.00i ia
0.00228
0.001 14
0.001 14
0.001 14
0.00100
o.00> > a
o.00i ia
0.001 14
o.00> >a
0.001 14
0.001 14
0.001 14
o.00i ia
o.00i ia
0.001 14
0.001 14
�.�0� ��}
0.001 14
0.001 14
0.001 (4
o.00i ia
o.00iia
o.00i ia
0.001 14
0.001 14
o.00i ia
0.00456
0.001 14
o.00zzs
o.00i ia
0.001 14
Final 1.000
t�nirs r��g
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
❑ig/kg U
mg/kg U
me�/kg U
mg/kg U
m�Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
me,Jkg U
me,�kg U
mg/kg U
mg/kg U
mg/kg U
ing/kg U
me,�kg U
mg�kg U
mg/kg U
mg/kg U
mp�kg U
mg/kg U
mg/kg U
mgf kg U
I11�/�:� U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mgJkg U
mgjkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U\�
m�kg U
mg/kg U
Uil
i
i
I
I
1
t
1
I
I
I
1
i
I
I
I
I
1
I
1
I
I
I
I
i
t
t
1
I
I
I
I
I
1
t
i
1
1
1
I
I
1
i
I
I
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Water
Sample [d: Adolph 3:8-10
Lab Sample Id: 45217d-010
Ai�alytical Method: VOAs by 5W-84G 82G0[;
Date Ana(: 1 L 13.12 15.09
Anal seq: 900860
Pa�rametcr
(, ( , I ,2-Tetr2chloroeth�ne
l, t ,2,2-'Cetrachloroethane
TeVachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
I,(,2-Trichloroethane
I,I,1-Trichloroethane
Trichloroethylene
Trichlorofl�ioromethane
I ,2,3-Trichloropropane
1,2,4-Trimethyibenzene
1,3,5-Trimethylbenzene
Vinyl Chloride
o-xy�ene
m,p-�yicnes
Stu•rogatc
DibromoFluoromethane
I ,2-Dichloroeth�ne-D4
Toluene-D8
4-[3romolluorobenzene
Analytical Method: Percent I14uistiu•e
Date Anal: I L 12.12 ( 2.31
Ana) seq: 900G40
�9QL NIDL
Rcs�dt UnAdj �'IQL Adj pnAdj SDL
U 0.00500 0.00570 0.00100 p,pp� �4
U 0.00500 0.00570 0.00100 0.00114
U 0.00500 0.00570 0.00100 0.00114
U 0.00500 0.00570 0.00100 0.00114
u o.00soo o.00s�o o.00ioo o.00i ia
u o.00soo o.00s�o o.00iao o.00i ia
U 0.00500 0.00570 0.00100 0.00114
U 0.00500 Q00570 0.00100 0.00114
u o.00soo o.00s�o o.00ioo o.00t ia
U O.00S00 Q00570 0.00100 0.00114
U 0.00500 0.00570 0.0001 A I 0.000206
U 0.00500 0.00570 0.00100 0,00114
U 0.00500 0.00570 0.00100 0.00114
U 0.00200 0.00228 0.000400 0.000456
u o.00soo o.00s�o o.00ioo o.00i ta
U 0.0100 0.0114 0.00200 0.00228
Units �I;ig Dil
. .
mg/kg U 1
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg UI' I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U i
mg/kg U I
% Rec Limits Units ['lag
94 53 - 142 °/u
82 56 - I 50 %
I 12 70 - I 30 %
107 63 - I S2 %
% Moist: Prep Met(rod:
Anllyst: .IBU Date Prep: Tech: J13U
Prep seq:
CAS MQL
Parameter Number Restdt UnAdj �'IQL Adj
Pcrcent P4oisturc �I�MOIST 1G.2
MDL
Unr�d,j SDL
.
I .00
Page 33 of 127 Final 1.000
�
�. _
Matrix: Solid S�mple Depth: 8- l0 ft
Date Collected: 1 L07.12 13.53 Date Received: (1.08.12 16.41
_ _
_ _
% Moist: 16. l8 Prep Metl�od: 5030B
Analyst: SOP Date Prep: 11.13.(2 12.00 Tech: SOP
Prep seq: 62)945
CAS
Number
.
630-20-G
79-34-5
127-18-4
I 03-88-3
87-61-6
120-82-t
79-00-5
71-55-6
79-01-6
75-69-4
96-f8-4
95-63-6
108-67-8
75-01-4
�s-a�-�
179601-23-I
Units P'lag Dil
%
�
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortl�, TX
Ft. Wocth Central City Storm Water
�'`� �:
���
Samp(e Id: Adolpl� 2:�J-6 Matri�: Solid Sample Deptii: 4- 6 il
Lab Sample Id: 452174-011 Date Collected: l 1.07.12 13.28 Date Received: (1.08.12 16.41
_
Analytical Metl�od: �lctals per [CF by S\V'846 6010I3 % Moist: 14.98 Prep Method: 3050B �� �
Date Anal: I I.12.12 12.35 Anllyst: DAT Date Prep: I I.12.12 07.00 Tech: DAT
An�l seq: 900656 Prep seq: 629761
CAS 4�Q! �IDL
Parameter Number Resutt UnAdj �'IQL Adj UnAdj SDL Units Flag Dil
__ _ _
_. _ .
Aisenic 7440-38-2 3.23 0.500 0.560 0.165 0. I SS �n��g �
[3arium 7440-39-3 68.0 0.500 0.560 0.165 0.185 �»g/�g �
Cadmium 7440-43-9 0.374 0250 0280 0.0750 0.0840 mP-/kg 1
Chromiwn 7440-47-3 13.5 0250 0280 0.0750 0.0840 mg/kg 1
Lead 7439-92-1 C.14 Q600 0.672 0.200 0224 mg/kg t
Selenium 7782-49-2 U 0.500 OS(0 0.165 p.�gs mg/kg U I
Silver 7440-22-4 U 0.200 Q224 0.0650 0.0728 mg/kg U i
_ . .
Analytical Method: ��lcrcur,y b,y S\1�7471A
Date Anal: 11.15.12 12.30 Analyst: DAT
Anal seq: 900953
P�rameter
_
biercwy
_
Ana(ytical Method: TPH by Tcsas1005
Date Anal: 1 I.09.12 23.d 1
Anal seq: 900639
% Moist: 14.98
Date Prep: l L l5. l2 07.43
Prep seq: 629980
Prep Method:
Tech: DAT
c�s ntQ� �a�►.
Numbcr Rcsult UnAdj �'�QL Adj �)��pd,j SDL Units ['Iag Dii
. _ _ __
7439-97-6 OA02)7 0.0100 0.00297 0.00330 0.000980 �ngJkg .1 1
_ _ _ _ __
% Moist: 14.98 Prep Method: 1005
Analyst: LEO Date Prep: 11.09.12 14.00 Tecli: LEO
Prep seq: 629778
CAS �4QL A[DL
Parameter Number Result UnAcl,j �'IQ� f���� UnAdj SDL Units I'I�g Dil
_ .
_ _ _ _ __
CG-C12 Gasoline Range Hydrocarbons PHC612 U 50.0 58.5 9.80 � 1.5 mg/kg U I
Cl2-C28 Diesel Range Hydrocarbons PHCG1028 U 50.0 SS.S 12.1 �q.2 mg/kg U I
C28-C35 Oil R1nge Hydrocarbons PHCG2835 U 50.0 SS.S 12J �4_2 mg/kg U l
Total TPH 1005 PHC635 U 9.A0 ��.5 mg/kg U
Surrogatc
o-Terphenyl
I-Cl�lorooctane
% Rec
s�
95
Limits Units
�o - i 30 �io
70 - 130 %
�lag
Page 34 of 127 Final 1.000
�
Sample Id: .4uolph 2:4-G
Lab Sample Id: 452174-011
_ _
Analytic�l Metltod: VOAs b,y S��'-84( 82G0[3
Date Anal: I 1.13.12 15.31
Anal seq: 900860
�fll'AfIICfCI'
13enzene
[3romobenzene
[3romochloromethlne
Bromodichloromethane
Qromofonn
Methyl bromide
tert-Qutylbenzene
Sec-Qut}�Ibenzene
n-I3uh�lbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chlorolorm
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-Dibromo-3-Chloropropane
Dibromochloromethane
I,2-Dibromoeth�ne
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichloroditluoromelhane
1,2-Dichloroethane
I,1-Dichloroethane
tr�ns-1,2-dichloroathyl ene
cis-1,2-Dichioroethylene
1,1-Dichloroethene
2,2-Dichloropropane
1,3-Dichloropropine
1,2-Dichloroprop�ne
tr�ns-1,3-dichloropropene
I,I-Dichloropropene
cis- I ,3-0ichloropropene
Gthyibenzene
Hex�chlorobutndiene
Isopropylbenzene
Methylene Chloride
M'I'E38
Nlphthalene
n-Propylbenzene
Styrene
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortl►, TX
Ft. Worth Central City Stocm Watec
��, �
Matrix: Solid S�tmpie Depth: 4- 6 ft
Date Collected: 11.07. ( 2 13.28 Date Received: I l.08.12 I G.41
__ _ _
% Moist• 14.98 Prep Metllod: 5030I3
Analyst: SOP Date Prep: 1 I.13.12 I2.00 Tech: SOP
Prep seq: 629945
Cr1S
�UIl1�Ci'
71-43-2
108-86-I
74-97-5
�s-2�-a
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
9J-87-6
96-12-8
124-43-I
106-93-4
74-95-3
95-50-I
541-73-I
106-46-7
�s-� i -s
107-0E-2
75-34-3
I56-60-5
156-59-2
75-35-4
594-20-7
142-28-9
78-87-5
10061-02-6
563-58-6
10061-01-5
i oo-a i-a
87-G&3
98-82-8
75-09-2
1634-04-4
91-20-3
103-65-1
100-42-5
RCSU�f
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
MQL D4DL
UnAd,j n7QLAdj UnAdj
�.��5�� �.��5%S �.�����
0.00500 0.00578 0.00100
0.00500 0.00578 0.00100
0.00500 Q00578 0.00100
0.00500 Q00573 0.00100
0.00500 0.00575 0.00(00
0.00500 0.00578 0.00100
0.00500 Q00573 0.00100
O.00S00 0.00578 0.00100
0.00500 0.00575 0.00100
0.00500 0.00578 0.00100
0.0100 0.0116 0.00200
0.00500 0.00578 0.00100
0.0100 0.0116 0.00200
0.00500 OA0578 0.00100
0_00500 0.00578 0.00100
0.00500 O.00S78 0.00100
Q00500 0.00575 0.000877
0.00500 0.00578 0.00100
O.00S00 Q00578 0.00100
0.00500 0.00578 0.00100
0.00500 0.00573 0.00100
0.00500 0.00578 0.00100
Q00500 0.00578 0.00100
0.00500 0.0057A 0.00100
0.00500 0.00578 0.00100
0.00500 Q00578 0.00100
0.00500 0.00578 0.00100
0.00500 0.00578 0.00100
0.00500 0.00578 0.00100
0.00500 0.00�7Fi 0.00100
0.00500 0.00573 OA0100
0.00500 0.00578 Q00100
0.00500 0.00578 0.00100
O.00S00 0.00578 0.00100
0.00500 0.00575 0.00100
0.00500 Q00578 0.00100
0.00500 0.00578 O.00I00
0.00500 0.00578 0.00100
0.0100 0.0116 0.00400
0.00500 0.00578 0.00100
0.0 t 00 0.0 I I 6 0.00200
0.00500 0.00578 0.00100
0.00500 0.00578 0.00100
Page 35 oi 127
.�iiJL
0.001 16
0.001 I6
0.001 16
0.001 16
0.001 I6
0.001 16
0.001 1(
0.001 I6
0.001 I6
0.001 I6
0.0011G
0.00231
0.001 16
0.00231
0.001 16
0.001 16
0.001 16
0.00101
0.001 16
0.001 16
0.001 I6
0.001 16
0,001 16
OA01 16
0.001 16
0.001 16
Q001 16
0.001 16
0.001 I6
0.001 16
0.001 I6
0.001 I6
0.001 I6
0.001 I6
0.001 16
0.001 I6
0.001 I G
0.001 16
0.001 16
0.00462
0.001 I6
0.00231
0.001 I6
0.001 I C
Final 1.000
[Jnits P'lag
�I11L��P� U...
mg/kg U
mg/kg U
mv,Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m.n/kg U
m�/kg U
m�Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
ing/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mgfkg U
mg/kg U
m�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
mg/kg U
mgJkg U
mg�kg U
mg/kg U
Dil
�
I
I
1
1
i
I
I
I
1
I
I
I
I
1
I
I
i
I
I
I
� ��
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Water
,r
��
Snmple Id: f+uolph 2:d-G Matrix: Solid Samp(e Depth: 4- 6 ft
Lab Sample Id: 452174-011 Date Collected: 11.07.12 13.28 Date Received: 1 L08.12 16.41
___ .
Analytical Method: VOAs by S�V-84( 82(OI3
Date Anal: 11.13.12 15.31 Analyst: SOP
An�l seq: )00860
Pa r� metcr
I ,1, t ,2-"t'etrachloroethane
I ,1,2,2-Tetrachloroetl�ane
Tetrachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,2-Trichloroethane
I,1,1-Trichloroethane
Trichloroethylene
'I'richlorofluoromethane
I ,2,3-Trichloropropane
1,2,4-Tri methyl benzene
1,3,5-Trimethylbenzene
Vinyl Chioride
o-Xylene
m,p-�ylenes
Surrogate
Dibromotluoromethane
1,2-Dichloroethane-D4
Toluene-D8
4-Bromotluorobenzene
Cr�S
Numbcr
630-20-6
79-34-5
i 2�-i s-a
I 08-38-3
87-61-6
120-82-I
79-00-5
71-SS-6
79-01-6
75-69-4
96-18-4
95-(3-6
108-67-8
75-Oi-4
95-47-6
179601-23-1
% Mtoist: 1498 Prep Method: 5030B
Date Prep: 11.13.12 12.00 Tech: SOP
Prep seq: 629945
�4QL �IDL
Result U��p��� �'tQL Adj U��pi�� SllL Units P'lag Dil
U 0.00500 0.00578 0.00100 0.001I6 �»Y��g U I
U 0.00500 0.00578 0.00100 p_pp� �� mg/kg U I
U 0.00500 0.00578 0.00100 O.00t 16 �nP��g U �
U 0.00500 Q00578 OA0100 0.00116 mP,/kg U i
U 0.00500 0.0057S 0.00100 0.00116 �»��� U i
U 0.00500 0.00578 0.00100 0.00116 �»��g U �
U 0.00500 O.00S78 0.00100 p.��� �� mg/kg U I
U 0.00500 O.00S78 0.00100 0.00116 �n��� U I
U 0.00500 0.00578 0.00100 p.pp� �� mg/kg U I
U 0.00500 0.00578 0.00100 O.00II6 �n��g U 1
U 0.00500 0.0057A O.00OISI 0.000209 mg/kg U 1
U 0.00500 0.00578 0.00100 0.00116 �ng/kg U I
U 0.00500 0.00578 0.00100 0.00116 �n��� � �
U 0.00200 0.00231 O.00Oa00 0.000462 �n��� U �
U O.00S00 0.00578 0.00100 0.00116 �ngi�g U I
U 0.0100 0.0116 0.00200 0.00231 �»gl�g U I
% Rec Limits Units �lag
88 53 - 142 %
80 56 - I 50 %
Ill 70-130 %
102 68 - 1 S2 %
Anal}�tica( Method: Pereent n4oisture % Moist: Prep Method: ��
Date Anal: 1 1.12.12 12.31 Aualyst: JBU Date Prep: Tech: JBU
Anal seq: 900G40 Prep seq:
CAS �IQL �[DL
Par�meter Number Residt UnAdj ��QL ���1 UnAd,j 5DL Units P'I:ig Dil
_ ._ . _
Percent b[oisture TMOIST 1.5.0 I.00 %
Page 36 of 127 Final 1.000
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Foi•t Wor•th, TX
Ft. Worth Ceui�al City Stor�n Water
=�_�
Samp(e Id: Aclolph 2:8-10 Matri�: Solid Slmple Depth: 8- 10 ft
Lab Samp(e [d: 45217d-012 Date Collected: 11.07. l2 13.28 D�te Received: 1 I.08.12 16.41
_ _ _ --
Analytical MeUlod: �4etals per lCP b�� S�1'84G GOl0i3 % Moist 16.92 Prep Method: 3QSOB
Date Anal: 1 1. l2. l2 12.38 Analyst: DAT Date Prep: l 1.12.12 07.00 Tech: DA'C
Analseq: 900656 Pre� seq:G29761
Parameter
Arsenic
�������m
C:idmiwn
Clu•omium
Lr.�d
Selenium
Silver
CAS
Numbcr
�aao-3s-z
�aao-3�-3
7440-43-9
74d0-47-3
7d39-92-I
��sz-a�-2
�aao-zz-�+
Res�dt
3.10
�oo
0.395
14.5
G.J(
u
U
NIQL
UuAdj n'IQL Adj
_
o.soo ossa
o.soo o.ssa
0.250 0292
0.250 0292
Q600 0.701
osoo o.saa
0.200 Q234
�1DL
UnAdj SDL Units G'I�g Dii
_ _. __
_
0.165 0.193 mg/kg I
0.165 0.193 mg/kg I
o.o�so o.oa�� �»�k� i
0.0750 0.0876 �n�/hg 1
0.200 0.234 mg/kg i
0.165 0.193 ����/kg U I
0.0650 p,p7�p mg/kg U I
_
Analytical Melliocl: n�lercin�y by S�V7471A % Moist: 16.92 Prep Metliod:
Date An�l: I I.15.12 12.32 Ana(yst: DAT Date Prep: I I. I5.12 07.43 Tech: DAT
Anal seq: 900953 Prep seq: 629980
CAS �9QL �1DL
Parnmeter Nwnber Residt UnAdj n'IQL Adj lln��dj SDL Units I�'I�g Dil
�Icrcwy. 7439-97-6 OA0371 0.0100 0.00337 0.00330 0.00111 �n��6 1
_ _
Analytical Method: TPtf b�� Texa�s100S
D�te AnaL• I I.10.12 00.18 Analyst: LEO
An�l seq: 900639
_
`% Moist: 16.92 Prep Method: 1005
Dale Prep: I 1.09.12 14A0 "I'edi: LEO
Prep seq: 629778
ct�s nTc�� n<<��
Par;�meter Nwnber Result UnAdj �"�Q� ��� UnAdj SDL Units ['lag Dil
_ ___ _
_ _ _
C6-C 12 Gasoline Range 1 tydrocarbons PIiC612 U 50.0 59.6 9.80 � �,7 mg/kg U 1
C12-C28 Diesei R1nge Hydrocarbons PI ICG1028 U 50.0 59.6 12.1 ��}.q mg/kg U i
C2&C35 Oil Range Hydrocarbons PIiCG2835 U 50.0 59.6 12.1 �q,4 mgJkg U I
Tot�l "CPFf 1005 PI ICG35 U 9.8� I I.7 �»�/�S U
Surrog�tc '% I2cc Limits Units
o-Terphenyl 86 70-130 %
I-Chlorooctane 92 70 - 130 °/u
Page 37 of 127
Finai 1.000
[lag
�
0
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Woctll CenYral City Storm Water
��
� .,� �;
��
Sample Id: Adolph 2:8-10 Matrix: Solid Sample Depth: 8- IO ft
Lab Sample [d: 4.52174-012 Date Coilected: l 1.07.12 13.28 Date Received: (1.08.12 16.41
_
Analytical Method: VOAs by S�V-84G 82GOI3 % Moist: 16.92 Prep Method: 5030B
Date AnaL• 11.14.12 16.44 An�tlyst: SOP Date Prep: I L 14.12 15.00 "Tech: SOP
Ana( seq: 900932 Prep seq: C>29994
Parametcr
6enzene
Qromobenzene
E3romochloromethane
Bromodichloromethane
t3romoform
Methyl bromide
tert-Butylbenzene
Sec-Buq�ibenzene
n-Burylbenzene
Carbon Tetrachloride
Chlorobenzene
Chioroethane
Chloroform
Methyl Chloride
2-Chlororoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-D i bromo-3-Ch loropropane
Dibromochloromethane
1,2-Dibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichloroditluoromethane
1,2-Dichloroethane
1, I-Dieh(oroethane
trans-1,2-dichloroethylene
cis-1,2-Dichloroethylene
l,l-Dichloroethene
2,2-Dichloropropane
1,3-Uichloropropane
1,2-Dichloropropane
trans-1,3-dichloropropene
I,I-Dichloropropene
cis-1,3-Dichloropropene
Etl�ylbenzene
He�achlorobutadiene
Isopropylbenzene
Methylene Chloride
MTQE
Naphthalene
n-Propylbenrene
Sryrene
CAS
Ntunbcr
71-43-2
108-S6-I
74-97-5
75-27-4
75-25-2
74-83-9
98-06-6
135-98-8
104-51-5
56-23-5
108-90-7
75-00-3
67-66-3
74-87-3
95-49-5
106-43-4
99-b7-6
96-12-8
124-48- I
106-93-4
74-95-3
95-SO-1
541-73-I
I 06-46-7
75-71-8
107-06-2
75-34-3
I56-60-5
I 56-59-2
75-35-4
594-20-7
142-28-9
�s-s�-s
10061-02-(
563-58-6
10061-01-5
ioaa�-a
A7-68-3
98-82-8
75-09-2
1634-04-4
91-20-3
103-65-i
t 00-42-5
Result
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
ll
�4QL
UnAdj
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
O.00S00
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
O.00S00
0.0100
0.00500
0.00500
�iQL Adj
0.00591
O.00S91
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.01 I 3
0.00591
0_Ol 18
0.00591
0.00591
O.00S91
O.00S91
0.00591
0.00591
0.00591
0.00591
O.00S91
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
0.00591
O.00S91
O.00S91
0.00591
0.00591
0.00591
0.00591
0.01 I A
0.00591
o.ons
0.00591
0.00591
D4UL
UnAdj
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00100
0.00100
0.00100
0.000377
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00400
0_00100
0.00200
0.00100
0.00100
SDL
0.001 I b
o.00 i � s
0.001 18
0.001 18
o.00i is
0.001 1 �
o.00> > s
0.001 18
o.00 i i s
0.001 13
o.00> > x
0.00236
0.001 18
0.00236
0.001 18
0.001 18
o.00� is
0.00104
0.001 18
0.001 13
0.001 18
o.00� is
0.001 18
0.001 I 8
0.001 18
0.001 18
o.00� is
0.001 18
o.00i is
0.001 I S
0.001 18
o.00i is
0.001 18
0.001 18
0.001 I S
0.00� 18
0.001 18
o.00i is
0.001 18
0.00473
0.001 1 S
0.00236
0.001 13
0.001 18
Units Flag Dil
mg/kg U
mg/kg U
mg/kg U
mg/kg U
ma,Jkg U
mp�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
me,fkg U
mg/kg U
ITIg/�:� U
mg�kg U
mg�kg U
mg�kg U
mg/kg U
m�kg U
me,Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mc„�/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg u
m�kg U
me,Jkg U
I
1
t
1
I
I
t
I
I
1
I
1
I
I
1
1
I
I
�
I
I
t
I
I
I
1
1
I
I
I
I
1
1
1
1
1
1
I
I
I
I
I
1
1
Page 38 of 127 Final 1.000
�
��� '�
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Stocm Water
�� ��
Sample IcL• Adolph 2:8-10 Mltrix: Solid Sa�upie Gepth: 8- 10 E't
Lab Sample Id: 452174-012 Date Collected: 11.07.12 13.28 Date Received: I 1.08.12 1C>.41
_ __
Ana(ytical Method: VOAs by S�1'-846 82GOI3 % Moist: I C.92 Prep Method: 5030Q
Date AnaL• t(.14.12 1G.44 An�lyst• SOP Date Prep: ( L 14.12 I5.00 Tech: SOP
An1l seq: 900932 Prep seq: 629994
P.irametcr
l, I,1,2-Tetrlchioroethlne
1,1,2,2-Tetrachloroeth�ne
Tetrachloroethylene
Toluene
I ,2,3= I'richlorobenzene
I ,2,4-Trichlorobenzene
1,1,2-Trichloroethane
1,1,1=Crichloroethlne
Trichloroethylene
"i'richloroFluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethyibenzene
Vinyl Chloride
o \ylene
m,p-Xylenes
surrog.irc
Dibromofluoromethane
I ,2-Dichloraethane-D4
1'oluene-D8
4-E3romotl uorobenzene
ct�s
Nwnber
630-20-6
79-34-5
I 27- I S-4
108-88-3
87-61-6
i zo-x2- i
79-00-5
71-SS-C
79-01-6
7S-(9-4
��- i a-a
95-63-6
I 08-67-8
75-01-4
�s-a�-�
179601-23-1
ntQL
Result UnAclj
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00200
U QOOS00
U 0.0100
��n�,
NIQL Ad,j UnAdj SDL
0.00591 0.00100 0.00118
0.00591 0.00100 0.00118
0.0059 I 0.00100 0.001 I S
0.00591 0.00100 0.001 I S
O.00S91 0.00100 0.00118
0.00591 0.00100 p.pp � � g
0.00591 0.00(00 ��,pp� �g
0.00591 0.00100 0.00118
0.0059 ( 0.00100 0.001 I 8
0.00591 0.00100 0.00113
o.00s�i o.000iai o.000zia
0.00591 0.00100 p.00118
0.00591 0.00100 0.00118
0.00236 0.000400 QOOOd73
0.00591 0.00100 0.001 I S
0.0118 0.00200 0.00236
�ro a��
87
84
107
108
Limits Units
53 - 142 %
56 - I 50 %
70 - I 30 %
68 - I 52 °/a
Units G'I�g
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U\P
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg u
mg/kg U
mg/kg U
mg/kg U
mg/kg U
ri:�a
Analytical Method: Percent Nloisture `% Moist: Prep Method:
Date AnaL• I 1.12.12 12.31 Analyst: JDU Date Prep: "fech: JQU
Anal seq: 900640 Prep seq:
Cr1S A[QL A(UL
Parameter Number Resuit UnAdj �IQL ��Ij UnAdj SDL Unifs Fiag Dil
__ _
.
Percent Nloistw•e 'CNtO1S"C 1C.) I.00 °/u
Page 39 of 127 Final 1.000
�
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Centr�l City Stor�n Watei•
�� �:
Sample Id: Adolpl� 1:4-G Matrix: Solid Sampie Depth: 4- 6 ft
Lab Sample Id: 452174-013 Date Coilected: I 1.07.12 13.05 Date Received: 11.08.12 16.41
_ __
Analytical Method: A�Ietals per ICP by 5���8�Ifi 6010I3 % Moist: 16.08 Prep Method: 3050B ����
Date AnaL• t I.12.12 12.40 Anal}�st DAT Date Prep: 11.12.12 07.00 Tech: DA7'
Anal seq: 90065(> Prep seq: (29761
cns n�Q� ntn�
Paramcter Number Result UnAdj �'TQL �`��J UnAdj SDL Units Flag Dil
_ .
Arsenic 7440-38-2 2.7d O.S00 0.584 0.165 0.193 �»g/�g �
[3�rium 7440-39-3 G9.1 OS00 0.584 0.165 0.193 �n��g �
C�dmiunt 7440-43-9 0.352 0250 0292 0.0750 0.0876 �»P��g 1
Chromium 7440-47-3 1d.0 0.250 0292 0.0750 0.0876 �n€/�g �
Lead 7439-92-I 5.G2 0.600 0.701 0200 0234 �n�/�� �
Selenium 7782-49-2 U 0.500 0.584 0.165 0.193 ing/kg U I
Silver 7440-22-4 U 0200 0.234 0.0650 0.0759 in@/kg Ci 1
Analytical Method: A4erew•�- by S�\�7471f1 % Moist: 16.08 Prep Method:
Date AnaL• t I.I5.12 11.18 Analyst: DAT Date Prep: 11.15.12 07.43 Tech: DA"C
Anal seq: 900953 Prep seq: G29980
CAS �4QL �IDL
Parameter Nmnber Rcsult UnAdj �'�QL ��� UnAdj SDL Units �lag Dil
.
__
�[crcw�,y 7439-97-6 0.00311 0.0100 0.00346 0.00330 p.pp� 14 mg/kg .I I
..
.
Anal}�tical Method: 'I'PH by'I'esas1005 %Moist: 16.08
Date Anal: 11.10.12 00.37 Analyst: LGO Date Prep: 1 L09. l2 14.00
Ana( seq: 900639 Prep seq: 629778
Parametcr
C6-G2 Gnsoline Range Hydrocarbons ��
C12-C28 Diesel Range Hydrocarbons
C23-C35 Oil Range Flydrocarbons
Total TPH 1005
Surrogntc
o=I'erphenyl
1-Chlorooctane
CAS �4QL MDL
Number Result lh�Adj AIQL Adj UnAdj
PHC6(2 U 50.0 59.0 9.b0
PHCGt02S U 50.0 59.0 12.1
PHCG2835 U 50.0 59.0 12.1
PHC635 U 9.80
% Rec
x�
9§
Limits
70 - I 30
70 - 130
Prep Method: 1005
Tech: LEO
SDL Units ['lag Dil
11.6 mg/kg U. .I
14.3 mg/kg U 1
14.3 �ng/kg U 1
11.6 mg/kg U
Units rlag
%
%
Page 40 of 127 Final 1.000
�
Sample Id: Adolpl� l:d-G
Lab Sample [d: 45217d-013
.
Analytic�l Method: VOAs by SW-84( 82GOt3
D�te Anal: 11.13.12 16.38
Anal seq: 9008G0
Parametcr
E3enzene
[3romobenzene
Qromochloromethane
[3romodi ch loromethlne
[3romoform
Methyl bromide
tert-Qutylbenzene
Sec-Butylbenzene
n-Qutylbenzene
Carbon 'Cetrachloride
Chlorobenzene
Chloroeth�ne
Chloroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (��-Isopropyltoluene)
1,2-Uibromo-3-Chloropropine
Dibromochlorometh�ne
1,2-DibromoeUiane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichiorobenzene
1,4-Dichlorobenzene
Dichlorodifluorometh�ne
1,2-Dichloroethane
I, I-Dichloroeth�ne
lrans-1,2-dichloroethylene
cis- I ,2-Dichloroelhylene
I,I-Dichloroethene
2,2-Dichloronropane
1,3-0ichloropropane
1,2-Dichloropropine
trans-1,3-dichioropropene
I,I-Dichloropropenc
cis- I ,3-Dichloropropene
Gthylbenzene
Fle�achlorobutadiene
Isopropylbenzene
Methylene Chloride
MT[3E
Naphthalene
n-Propylbenzene
Sq�rene
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
�t. Worth Central City Storm Water
�'��
��
Matrix: Solid Sample DcpUi: 4- G ft
Date Collected: I 1.07.12 13.05 D�te Received: 1 L08.12 16.41
.
% Moist: 16.08 Prep Method: 5030B
Analyst: SOP Date Prep: I 1.13.12 12.00 Tech: SOP
Prep seq: 629945
CAJ
Numbcr Result
71-43-2 U
108-86-I U
74-97-5 U
�s-z�-a u
75-25-2 U
74-83-9 U
98-06-6 U
135-98-8 U
104-51-5 U
56-23-5 U
108-90-7 U
75-00-3 U
67-6G-3 U
74-s7-3 U
95-49-3 U
106-43-d U
��-x�-� u
��-iz-x u
iz�-as-i u
106-93-4 U
74-95-3 U
95-50-I U
541-73-I U
106-46-7 U
75-71-8 U
107-06-2 U
75-34-3 U
156-60-5 U
I56-59-2 U
75-35-d U
594-20-7 U
142-28-9 U
78-87-5 U
(0061-02-6 U
563-58-6 U
10061-0f-5 U
i oo-a i -a u
87-68-3 U
98-82-8 U
75-09-2 U
1634-04-d U
91-20-3 U
103-6S-I U
100-d2-5 U
n[QL
UnAdj NiQLAdj
_ _ __
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
O.00S00 0.00565
0.00500 O.00S65
0.00500 0.00565
0.00500 0.005G5
Q00500 0.00565
0.00�00 O.00S65
0.00500 0.00565
0.0100 0.0113
0.00500 0.00565
0.0100 0.0113
0.00500 O.00S65
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
O.00S00 0.005G5
0.00500 0.00565
0.00500 O.00S65
0.00500 Q00565
0.00500 Q00565
0.00500 0.00565
OA0500 0.00565
0.00500 0.00565
0.00500 Q00565
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
0.00500 0.00565
O.00S00 Q00565
0.00500 O.00S6S
0.00500 O.00S65
0.00500 Q005C5
0.00500 OA0565
0.0100 0.0113
0.00500 0.00565
Q0100 0.0113
0.00500 0.00565
0.00500 0.00565
Page 41 of 127
t�iDL
UnAdj
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
Q00100
0.00 I 00
0.00100
0.000877
0.00100
0.00100
0.00100
0.00100
0.00100
0.00 I 00
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
Q00100
0.00100
0.00100
0.00400
0.00100
0.00200
0.00100
0.00100
SDL Units �Iag
0.00113 �»P��� U
Q00113 mg/kg U
0.00113 �»��b U
0.00113 �»�kg U
0.00113 mg/kg U
0.00113 �»��� U
0.00113 �»��S U
0.00113 �»€/�g U
0.00113 mg/kg U
0.00113 �»��� U
0.00113 i»€/�g U
0.00226 mg/kg U
0.00113 �»��b U
0.00226 �n�kg U
0.00113 �»P,��g U
0.00113 �»S��b U
0.00113 �ng/kg U
0.000992 me/kg U
0.00113 meJkg U
0.00113 in�kg U
0.00113 mg/kg U
O.00I13 mg/kg U
0.00113 mr�/kg U
0.00113 �»��g U
0.00113 mn,,/kg U
O.00II3 mg/kg U
0.00113 �»€,��£; U
0.00113 mg/kg U
0.00113 ���Y��g U
0.00113 mg/kg U
0.00113 mg/kg U
0.00113 mg/kg U
0.00113 mg/kg U
0.00113 ����kg U
0.00113 �»��� U
O.00Il3 mg/kg U
0.00113 �»��S U
0.00113 �»�kg U
0.00113 �»�kg U
0.00452 �ng/kg U
0.00113 �»�/�€ U
0.0022G mg/kg U
0.00113 i»g/kg U
0.00113 �»�kg U
Final 1.000
Dil
1
I
I
I
I
I
i
I
I
I
I
I
I
I
I
I
1
I
I
I
I
1
I
i
i
I
I
I
I
Certi�cate of Analytical Results 452174
rreese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Watec
a�n�, �
���-� <
�•
Sample Id: Adolpl� 1:4-G Matri�: Solid Sample Depth: 4- 6 ft
Lab Sample Id: �152174-013 Date Collected: 1 I.07.12 13.05 Date Received: I 1.08.12 16.41
_ _ . _
Analytical Method: VOAs by S��'-84G 82GOB % Moist: 16.08 Prep Method: 5030B
Date Anal: l 1.13.12 16.38 Analyst: SOP Date Prep: 11.13.12 12.00 Tech: SOP
Anal seq: 9008G0 Prep seq: G29945
Parameter
t,l,l,2-Tetrachloroethane
I ,1,2,2-Tetrachloroethane
TetrachloroeNiylene
'I'oluene
1,2,3=I'richlorobenzene
i,2,4-Trichiorobenzene
I,1,2-Trichloroethane
l,l,l-Trichloroethane
Trichloroethylene
Trichlorofluoromethane
1,2,3-Trichloropropane
I ,2,4-Tri methyl benzene
1,3,5=trimethylbenzene
Vinyl Chloride
o-aylene
m,p-Xylenes
Surrog�tc
DibromoFluoromethane
1,2-Dichloroethane-U4
Toluene-D8
4-[3 romo tl uorobenzene
Analytical Method: Percent D4oistw�e
Date Anal: ll.12.12 12.31
Anal seq: 900640
Parameter
Pcrcent �4oishu•c
CAS
Number
630-20-6
79-34-5
i z�- i s-a
108-88-3
87-61-6
120-82-1
79-00-5
71-SS-6
79-01-6
75-69-4
96-18-4
95-63-6
108-67-8
75-01-4
95-47-6
179601-23-I
A9QL
Result UnAdj �'IQL Adj
U 0.00500 0.00565
U 0.00500 0.00565
u o.00soo o.00s�s
U 0.00500 0.00565
U 0.00500 0.00565
U O.00S00 0.00565
U 0.00500 0.00565
U 0.00500 0_00565
lJ 0.00500 0.00565
U 0.00500 O.00S6S
U 0.00500 0.00565
U 0.00500 0.00565
U 0.00500 0.00565
U 0.00200 0.00226
U 0.00500 0.00565
U 0.0100 0.0113
% Rec
89
81
i�a
107
A1DL
UnAclj SDL Units Flag Dil
0.00100 0.00113 �»P��� U �
0.00100 0.00113 �?'��g U I
0.00100 0.00113 �»P,��& �1 �
0.00100 0.00113 mg/kg U I
0.00100 0.00113 �n��g U �
0.00100 0.00113 �»Y��g U �
0.00100 0.00113 mn,,/kg U I
0.00100 0.00113 �»��g U I
0.00100 0.00113 �nP��� U �
0.00100 0.00113 �ng/kg U 1
0.000181 0.000205 �n�/�� U �
0.00100 0.00113 �»P��� U I
0.00100 0.00113 �»P��� U �
0.000400 0.000452 �p��� U �
0.00100 0.00113 mg/kg U I
0.00200 p.00226 me,Jkg U I
Limits Units �lag
S3 - 142 %
S6 - I 50 %
70 - I 30 %
E8 - 152 %
_
% Moist:
Analyst: JE3U Date Prep:
Prep seq:
CAS �4QL
Nwnbcr Result UnAdj �'iQL Adj
TMOIST lG.l
Page 42 of 127
_
Prep Method:
Tech: JQU
n1n►�
Unr�dj SDL lJnits rlag Dil
1.00 %
Final 1.000
�
Certi�cate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Stornl Water
s�'�'� p:
����
S�mple IcL• Adolpli 1:8-10 Matrix: Solid Sample Depth: 8- 10 ft
Lab Samp(e Id: 452174-014 Date Collected: l 1.07.12 13.05 Date Received: 1 L08.12 16.41
Analytica( Method: A4etals per ICP by S���8�1(r Eiii0I3 % Moist• 15.3 Prep Methcd: 3050B
Date AnaL• I t.(2.12 12.43 Ana(yst: DAT Date Prep: 11.12.12 07.00 Tech: DAT
Anal seq: 900656 Prep seq: 629761
PflrflmetCi•
r�rsenic
[3�rium
Cadmium
Chromium
Lcad
Selenitun
Silver
Ct\S
Nmubcr
7440-38-2
7440-39-3
7440-43-9
7440-47-3
7439-92-I
7782-49-2
�aao-zz-a
t1[QL AIDL
Result Unpdj ��QL Adj U��p�� SDL Units �lag Dil
_ _ _ _ __
3.21 0.500 OS62 0.165 p_ � g� mg/kg I
75.3 0.500 OS62 0. I 65 p_ � g� mg/kg I
0.372 0.250 0.281 0.0750 0.0843 �»€��� �
15.2 0250 0281 0.0750 0.0843 �»�/�g 1
G.U2 Q600 QG75 0.200 0225 �»P��€ �
U 0.500 0.562 0.165 0.186 mg/kg U 1
U 0.200 0.225 0.0650 0.0731 �nP��b U I
_
.
Analytical Method: ��tercury by S�V7471A % Moist: 15.3 Prep Method:
Date Anal: I I.15.12 l 1.2G AnalysL• DAT D�te Prep: I 1.15.12 07.43 Tech: DAT
Anal seq: 900953 Prep seq: 629980
c�s niQ[, niuL
Par�imeter Ntuuber Result UnAdj ���QL �`�l� UnAdj SDL Units �I�g llil
_ __ _
_
�� ���Icrcin�y� � 7439-97-6 0.00301 OA100 0.00334 0.00330 0.00110 �ng�kg ,I I
__
Analytical Metliod: TPH by Tex�is1005 % Moist: 15.3 Prep Method: 1005
Da�e An�L• t 1.12.12 09.31 Analyst: LGO Date Prep: 11.09.12 14.00 "I'ech: LEO
Anal seq: 900639 Prep seq: G29778
CAS 11�IQL n�[DL
Parameter Number Result UnAd,j �1QL Adj pi�pdj SDL Units f I:�g Dil
. __
� CG C 1 Z Gasoline Range I iydrocarbous PHC612 U 50.0 58.7 9.80 � �.5 nte/kg U I
C12-C28 Diesel Range F(ydrocarbons PHCG1028 U 50.0 58.7 12.1 �4.2 mg/kg U I
C28-C35 Oil Range F(ydrocarbons PHCG2835 U 50.0 58.7 12.1 �q.2 mg/kg U I
I'otal TPF[ 1005 PHC635 U 9.80 � �.5 me�/kg U
Sw•rog:�tc % Rec Limits Units
o= I'erphenyl 89 70 - 130 °/a
I-Chlorooctane 99 70 - 130 %
Page 43 of 127
Final 1.000
1� Iag
Sample Id: Aclolph 1:8-IU
Lab Sample Id: 452174-014
_ _
Analytica( Method: VOAs by S�\'-8d6 A2(OB
Date Anal: I 1.13.12 17.00
Anal seq: 900860
►�a��a�»er��•
E3enzene
Bromobenzene
[3romochloromethane
E3romodichloromethane
E3romofonn
tvleUiyl bromide
tert-Butylbenzene
Seo-Butylbenzene
n-Qutylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-fsopropyltoluene)
1,2-Di bromo-3-Ch loropropane
Dibromochloromethane
I ,2-Dibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
I ,2-Dicl�loroethane
I,l-Dichloroethane
trans- I ,2-dichloroethylene
cis-I ,2-Dichloroethylene
I, I -Dichloroethene
2,2-Dichloroprop�ne
1,3-Dichloropropane
1,2-Dichioropropane
trans-(,3-dichloropro�ene
I,1-Dichloropropene
cis-I ,3-Dichloropropene
Gthylbenzene
Hez�chlorobutadiene
Isopropylbenzene
Methylene Chloride
M'i'E3E
Naphthllene
n-Propylbenzene
Styrene
Certiiicate of Analytical Results 452174
Freese & Nichols, Lic., Fort Worth, TX
Ft. Worth Central City Storm Water
Matrix: So(id
Date Collected: 1 I.07.12 13.05
% Moist: 15.3
Analyst: SOP D1te Prep: 11.13.12 12.00
Prep seq: 629945
CAS
N���„����
71-43-2
103-86-i
�a-��-s
�s-z�-a
75-25-2
74-83-9
98-06-6
135-98-8
� oa-s i -s
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-I
106-93-4
74-95-3
95-50-1
S41-73-I
106-46-7
75-71-8
107-06-2
75-34-3
I 56-60-5
156-59-2
75-35-4
594-20-7
i�a-Zs-�
78-87-5
10061-02-6
563-58-6
I 0061-01-5
100-41-4
87-68-3
�x-sa-s
75-09-2
1634-04-4
91-20-3
103-65-1
I 00-42-5
a�s���r
U
U
u
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
[J
U
U
U
U
U
[J
U
U
U
U
U
I�IQL
UnAclj �'IQL r�dj
o.00soo o.00s�i
0.00500 0.00571
o.00soo o.00s�i
0.00500 0.00571
0.00>00 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.0100 0.0114
0.00500 0.00571
o.oioo o_oi �a
0.00500 0.00571
Q00500 0.00571
0_00500 0.00571
0.00500 O.00S71
0.00500 O.00S71
0.00500 0.00571
0.00500 0.00571
0.00500 Q00571
0.00500 O.00S71
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
O.00S00 0.00571
O.00S00 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 0.00571
0.00500 O.00S71
0.0100 0.0114
O.00S00 0.00571
0.0100 0.0114
0.00500 0.00571
0.00500 0.00571
Page 44 oi 127
>'.'�'� ,�:
��a
`, _�_.,�,�
Sample Depth: 8- 10 ft
Date Received: 11.08.12 16.41
Prep Meillod: 5030F3
Tech: SOP
�iDL
u��t���� sn►.
0.00100 0.00114
0.00100 0.00114
o.00�oo o.00>>�
0.00100 0.001Id
0.00100 0.00114
0.00100 0.00114
0.00100 0.00114
0.00100 0.00114
o.00�oo o.00i ia
0.00100 0.00114
0.00100 0.00114
0.00200 0.00228
o.00�oo o.00� ia
o.00aoo o.00aas
0.00100 0.001 1 �t
0.00100 0.00114
0.00100 0.00114
0.000877 0.00100
0.00100 0.00114
0.00100 0.00114
0.00100 0.00114
0.00100 0.00114
o.00�oo o.00i ia
0.00100 0.001 14
0.00100 0.001 14
0.00100 0.00114
0.00100 0.00114
0.00100 0.00114
o.00�oo o.00� ia
0.00100 0.00114
0.00100 O.00Il4
0.00100 0.00114
0.00100 0.00114
0.00100 0.00114
0.00100 0_00114
0.00100 0.00114
0.00100 0.00114
0.00100 0.00114
o.00ioo o.00i ia
0.00400 0.00457
0.00100 0.001 la
0.00200 0.00228
0.00100 0.00114
0.00100 0.00114
Final 1.000
u���rs rias
�»�/�;� u
mg/kg U
�„�/kg u
mg/kg t i
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m@/kg U
mg/kg U
mg/kg U
mg/kg U
�„��:� u
mg/kg U
mg/kg U
mg/kg U
mgfkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mgJkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mp�kg U
mn,,/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
��i
I
I
i
I
i
I
I
I
�
I
I
I
1
1
1
I
I
1
I
I
I
I
1
I
i
1
I
I
I
I
1
I
I
1
I
I
I
I
I
I
I
1
(
I
Certificate of Analytical Results 452174 �''�� ���
`���„
` ....._.,,,u
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Stor�1� Watec
Sample Id: Actolph 1:8-10
L�b Sample ld: 452174-014
Analytical Method: VOAs b, S1V-84G 82(OB
D1te An1L• I 1.13.12 17.00
Anal seq: 900860
Pairameter
1,1,1,2-Tetrachloroethane
(,1,2,2-Tetrachioroeth�ne
Tetrachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,2-Trichloroethane
I ,1, I -Trichloroelhnne
Trichloroeth}�lene
Trichlorofluoromethane
I ,2,3-Trichloropropane
(,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl Chloride
o-Xylene
m,p-tiylenes
Surrogatc
Dibromotluoromedi�ne
I ,2-Dichloroethane-D4
Tol uene-D8
4-[3romolluorobenzene
Matrix: Solid Sample Depth: 8- 10 ft
D�te Collected: 1 L07.12 13.05 Date Received: l 1.08.12 16.41
_ __ .
__
% Moist: 15.3 Prep Method: 5030B
Analyst: SOP Date Prep: 11.13.12 12.00 Tech: SOP
Prep seq: G29945
CAS
Numbcr
__
630-20-6
79-34-5
i z�-1 s-a
108-88-3
87-61-6
120-82-I
79-00-5
7 I -55-(
79-01-6
75-(9-4
��- i s-a
95-63-6
108-67-8
�s-o � -a
95-47-6
179601-23-I
\tQL
Resnit p��p�lj n'IQL Adj
._
U 0.00500 0.00571
U 0.00500 0.00571
u o.00soo o.00s�i
U 0.00500 0.00571
U 0.00500 0.00571
U O.00S00 0.00571
U 0.00500 0.00571
U 0.00500 0.00571
U 0.00500 0.00571
U 0.0050� 0.00571
u o.00soo o.00s�i
U 0.00500 0.00571
U 0.00500 0.00571
u o.00zoo o.00zzs
U 0.00500 O.00S71
u o.oioo o.oi ia
% Rec
36
77
113
� �)�
NIUL
UnAdj
0.00100
0.00100
0.00100
o.00� o0
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.000 I 81
0.00100
0.00100
0.000400
0.00100
0.00200
Limits
53 - 142
56 - I 50
70 - I 30
�s - i sz
SDL Units ['lag Dil
0.00114 �»�kg U 1
0.00114 �»��� U 1
0.00114 mg/kg U I
o_oo>>a �„�kg u i
0.00114 �»Y��b U I
0.00114 �»6��5 U I
0.00114 ing/kg U i
0.00114 ���€/kg U I
0.00114 �»€/�� U I
0.00114 �»l��g U I
0.000207 �»�hg U I
0.001 t4 mg/kg U I
0.00114 mg/kg U I
0.000457 ing/kg U I
0.00114 mg/kg U I
0.00225 mg/kg U i
Units Flag
%
%
o�a
°�a
Analytical MeUiod: Pereent ��[oistw•c `%, Moist: Prep Method:
Date Anal: I L12.(2 12.31 Analyst: JBU Date Prep: "I'ech:.IE3U
An�l seq: 900(>40 Prep seq:
CAS �4QL D�IDL
P:u•amcter Number Result UnAdj ��IQI,���j C1nAdj SDL Units Piag Dil
Pcrcent Atoistin•c l'NtO1S'I' 15.3 I.00 %
Page 45 of 127 Finai 1.000
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., For•t Worth, TX
Ft Worth Centca) City Storili Water
,�
Sample Id: 6th 2:4-G MaU-i�: Solid Sample Depth: 4- 6 ft
Lab Sample Id: d52174-015 Date Collected: 11.07.12 11.43 Date Received: 1 1.08.12 16.41
Analytic�l Method: Nfetals per ICP by S��'846 GOIOB % Moist: 14.G8 Pi•ep Metliod: 3050B
Date Anal: 11.12.12 12.4C Analyst: DAT Date Prep: 1 L 12. l2 07.00 Tech: DAT
Anal seq: 90065( Prep�seq: 6297G1
CAS
Parameter Number
Arsenic 7d40-38-2
I3arium 7440-39-3
Cadmium 7440-43-9
Ch�romium 7440-47-3
Lcad 7439-92-I
Selenium 7782-49-2
Silver 7440-22-4
\lQL A1DL
Result OnAdj �IQL Adj U����j
2.)1 0.500 0.514 0.165
(3.S 0_500 QS14 0.165
0.283 0.250 0257 0.0750
10.8 0250 0257 0.0750
8.18 0.600 0.617 0200
U 0.500 0.514 0.165
U 0200 0206 0.0650
__ . _
Analytical Method: ��Iercury b}� S��'7471A
Date Anal: 1 I.I5.12 (1.28 Analyst: DAT
Anal seq: 900953
Parameter
. .
D4crcury
_ .
Analytical Method: TPH by Tc�as1005
Date Anal: 1 L 10.12 01.14
Anal seq: 900639
Parameter
_
C6-C12 Gasoline Range Hydrocnrbons
C12-C28 Diesel Range Hydroc�rboos
C28-C35 Oil Range F{ydrocarbons
Total TPH 1005
% Moist: 14.68
D1te Prep: 11.15.12 07.43
Prep seq: 629980
SDL Uuits �lag Dil
0.170 �»F��g 1
0.170 mg/kg I
0.0771 �i�P�kg I
0.0771 mg/kg I
0.206 �ng/kg I
0.170 mg/kg U 1
0.0668 mg/kg U 1
Prep Method:
Tech: DAT
CAS AIQL �[DL
Ntm�ber Resu(t LlnAdj �'IQL ���1 UnAdj SDL Units P'Iag Dil
7439-)7-6 0.00392 0.0100 0.00301 0.00330 0.000995 �nP��g �
__ __. . .
% Moist: 14.68 Prep Method: 1005
Analyst: LEO Date Prep: I L09.12 14.00 Tech: LEO
Prep seq: 629778
CAS DIQL �[DL
Number Result UnAdj A4QL Adj UnAdj
__
PHC612 U 50.0 53.0 9.80
PHCG1028 U 50.0 53.0 12.1
PI{CG2335 U 50.0 53.0 12.1
PHC635 [J 9.80
SDL Units rlag Dil
I L4 me,Jkg U I
14.0 �ng/kg U 1
14.0 mg/kg U 1
t I .4 mg/kg U
Surrogatc "/oRec Limits Units flag
o-'terphenyl 84 70 - 130 %
1-Chloroactane 91 70-130 %
Page 46 of 127
Final 1.000
� � � � � ���
Sample [d: 6ii� 2:4-C
Lab Sample [d: 452174-015
_ ._ ___
A�ia(ytical MeUtod: VOAs by SW-84G 82GOI3
Date AnaL• 1 1.14.12 17.30
Anal seq: 900932
Certi�cate of Analytical Results 452174
F►•eese & Nichols, Inc., Fort Woi•th, TX
Ft. Worth Cenh�al City Storm Watec
��
Matrix: Sofid Sample Deptli: 4- G ft
Date Collected: 1 I.07.12 1 L43 Date Received: I 1.08.12 (6.41
. _ _. _- --... __
%, Moist: 14.68 Prep Method: 5030B
Ana(yst: SOP Date Prep: 11.14.f2 15A0 Tech: SOP
Prep seq: 629994
CAS
N�rametcr Numbcr
_ _ _
E3enzene 71-43-2
6 romobenzene I 08-86- I
[3romochloromethane 74-97-5
[3romodichloromethlne 75-27-4
[3romoform 75-25-2
Methyi bromide 74-83-9
tert-Butylbenzene 98-OG-6
Sec-E3utylbenzene 135-93-8
n-Butylbenzene 104-51-8
Carbon'I'etrachloride 56-23-5
Chiorobenzene 108 �)0-7
Chloroethlne 75-00-3
Chlaroform 67-66-3
Methyl Chloride 74-37-3
2-Ch loroto I uene 95-49-8
4Chlorotoluene 106-43-4
p-Cymene (p-[sopropyltoluene) 99-87-6
1,2-Dibromo-3-Chloropropine 96-12-8
Dibromochioromethlne 124-48-t
1,2-Dibromoeth�ne 106-93-4
Methylene bromide 7�4-)5-3
1,2-Dichlorobenzene 95-50-1
I,3-Dichiorobenzene 541-73-I
1,4-Dichlorobenzene 106-46-7
DichlorodiFl uoromethane 75-71-8
1,2-Dichloroethlne 107-06-2
i,l-Dichloroethane 75-34-3
trans-1,2-dichloroethylene I56-60-5
cis- I,2-D ichloroethy le ne I 56-59-2
I,I-Dichloroethene 75-35-4
2,2-Dichloropropane 594-20-7
i ,3-Uichloropropane I 42-28-9
1,2-Dichloropropane 78-87-5
trans-1,3-dichloropropene 10061-02-6
I,i-Dichloropropene 563-58-6
cis-1,3-Dichloropropene 10061-01-5
Gthylbenzene 100-41-4
Heaachlorobutadiene 37-68-3
Isopropylbenzene 98-82-8
Methylene Chloride 75-09-2
MT[3E 1634-04-4
NaphUialene 91-20-3
n-Propylbenzene 103-6S-I
Sq�rene I 00-42-5
Result
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
A[QL
UnAdj
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
Q00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
O.00S00
0.00�00
0.00500
0.00500
0.00500
0.00500
O.00S00
0,00500
0.00500
0.00500
o.o i o0
0.00500
0.0100
0.00500
0.00500
Page 47 of 127
\9DL
n4QL Adj UnAdj
0.00577 0.00100
0.00577 0.00100
0.00577 Q00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
O.00S77 0.00100
0.00577 Q00100
0.00577 0.00100
0.01 I S 0.00200
0.00577 0.00100
0.0115 OA0200
O.00S77 0.00100
0.00577 0.00100
0.00577 0.00100
Q00577 0.000877
0.00577 0.00100
O.00S77 0.00100
0.00577 Q00100
0.00577 0.00100
0.00577 0.00100
Q00577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 Q00100
0.00577 0.00100
OA0577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
0.00577 0.00100
O.00S77 0.00100
0.00577 0.00100
0.00577 OA0100
o.oiis o.00aoo
0.00577 0.00100
0.01 15 0.00200
0.00577 0.00100
0.00577 0.00100
Svi,
0.001 I S
0.001 I S
0.001 I S
0.001 15
0.001 I S
0.00115
0.00115
0.001 I S
0.001 15
0.001 I S
0.001 I S
0.00231
0.00115
0.00231
0.001 I S
0.001 15
O.00 l 15
0.00101
0.001 I S
OA01 I S
0.001 I S
0.001 I S
0.001 15
0.00115
0.001 I S
0.001 I S
0.001 I S
0.001 15
0.001 15
0.00 ( I S
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.001 I S
0.00115
0.001 I S
0.00461
0.001 I S
Q00231
0.001 I S
0.001 I S
Final 1.000
Units �lag
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mgJkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
mp�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
Dil
I
1
i
I
I
I
I
1
1
I
I
I
I
1
1
I
I
I
I
I
I
1
I
I
I
I
I
I
I
1
I
I
i
i
I
a �, �
+� . ;
Certi�cate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortfi, TX
Ft. Worth Central City Storm W�ter
��
Sample Iei: Gth 2:4-6 Matrix: Solid Sample Depth: 4- 6 ti
Lab Sample Id: 45217�1-015 Datc Co(lectec3: 11.07.12 11.43 f�ate Received: I I.08.12 16.41
_
Analytical Method: VOAs by S1V-8�1G 8260I3
Date AnaL• I 1.14.12 17.30 Analyst: SOP
Anal seq: 900932
Parameter
_
I , i ,1,2-Tetrachloroethane
1, I ,2,2-'1'etrachioroethane
Tetrachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,2-Trichloroethane
I,I,I-Trichloroethane
Trichloroethylene
Trichlorofluoromethane
I ,2,3-Trichl oropropane
1,2,4-Trimethylbenzene
I ,3,5-TrimeUryl benzene
Vinyl Chloride
o-Xylene
m,p-Xylenes
Surrogate
Dibromofl uoromethane
1,2-Dichloroethane-D4
Toluene-D8
4-BromoFluorobenzene
Ct�S
Numbcr
630-20-6
79-34-5
127-18-4
IOS-88-3
87-61-6
120-82-I
79-00-5
71-55-6
79-01-6
75-(9-4
96-18-4
95-63-6
108-67-8
75-01-4
95-47-6
179601-23-1
% Moist: 14.G8 Prep Method: 5030B
Date PreEr. I 1.14.12 15.00 Tech: SOP
Prep seq: 629994
\4QL ��IDL
Residt UnAdj �'1QL ��,i UnAdj SDL Units P'lag DiI
U 0.00500 0.00577 Q00100 0.00115 �n�/�� � �
U 0.00500 0.00577 0.00100 0.00115 �n��g U �
U 0.00500 O.00S77 0.00100 0.00115 �n��g U I
U 0.00500 0_OOS77 0.00100 O.00IIS �»�tig U I
U 0.00500 0.00577 0.00100 0.001IS �n��g U 1
U 0.00500 0.00577 0.00100 0.00115 �n€/�g U i
U 0.00500 0.00577 0.00100 0.00115 mg/kg U 1
U 0.00500 0.00577 0.00100 0.00115 �n@/�g U �
U 0.00500 O.00S77 0.00100 0.00115 �»P��g U I
U 0.00500 0.00577 0.00100 0.00115 �n��g U �
U 0.00500 0.00577 0.000181 0.000209 �n€/�g U 1
U 0.00500 0.00577 0.00100 p_pp� �5 mgJkg U 1
U 0.00500 0.00577 0.00100 0.00115 �n��g U �
U 0.00200 0.00231 0.000400 0.000461 �»��� U �
U 0.00500 0.00577 0.00100 0.001 I S �n��g U I
U 0.0100 0.0115 0.00200 0.00231 �»P�kg U 1
% Rec Limits Units @'lag
71 53 - 142 %
96 56 - I 50 %
121 70- 130 %
102 6R - 152 %
_- - . _ _ .
Analytical Method: Pereent ��foishu•e % Moist: Prep Me�hod:
Date AnaL• l 1.12.12 12.31 Analyst: JBU Date Prep: Tech:.IBU
Anal seq: 900640 Prep seq:
CAS �'IQL A7DL
Parameter Number Result UnAdj ���QL t��i•� UnAdJ SDL Units Clag Dil
___ _ _ _
Pcrcent bioishu•c TNIOIST 1�1.7 1.00 %
Page 48 of 127 Final 1.000
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortl�, TX
Ft. Woi•th Ceiiical City Storm Water
��
Samp(e [d: (th 2:8-10 Matris: Solid Sample Depth: 8- 10 ft
Lab Samp(e Id: 452174-01G Date Collected: ll.07.12 11.43 D�te Receivea: 1 L08.12 16.41
Analytica( Method: N[etals per ICP��by S�1�846 601i)3 % Moist: 1 L57 Prep Method: ?OSOB
D�te AnaL I f.12.12 12.48 Analyst: DAT Date Prep: 11.12.12 07.00 Tech: DAT
Anal seq: 900656 Prep seq: 62976 f
Par;�metcr
A�senic
I3,irium
Ctidmium
Chromium
Lead
Selenium
Silver
CAS
Number
_ 7�1d0-38-2
7440-39-3
7440-43-9
74d0-47-3
7439-92-I
7782-49-2
�aao-zz-�t
NIQL
Result UnAdj �'�QL Adj
3,08 0.500 0.514
a�.s o.soo o.sia
0.223 0250 0257
9.4G 0250 0257
4A7 0.600 0.617
U 0.500 0.514
U 0200 0.206
_
Analytic�) Method: n4crcin•y by S��V7471A
Date Anal: (1.15.12 I 1.41 Anllyst: DAT
An�l seq: 900953
�[DL
UnAdj SDL Units �lag Dil
. __
0.165 0.170 mg/kg I
0.165 0.170 mg/kg I
0.0750 0.0771 �ng/kg J 1
0.0750 0.0771 �»��b I
0200 0206 �»€��S �
0.165 0.170 �»��6 U I
0.0650 0.0668 �ng/kg U I
. _ _
% Moist: I L57 Prep Method:
Date Prep: 1 1.15. l2 07.43 Tech: DAT
Prep seq: 629980
cf�s niQc. �9DL
P.u•.imeter Number t2estdt UnAdj NIQL Adj 11nAU,j SDL Units Fl.ig Di1
. ..
_ .. _ . _ . _
Nlerctn•}� 7439-97-6 OA0228 0.0100 0.00326 OA0330 p,pp�pg mg/kg .I I
.
. . ._ _ .
Analy�ical Method: TPH by'Cesas1005 %Mois�: I L57 Prep Method: 1005
Date Anal: 1 L 10.12 01.32 Analyst: LEO Date Prep: 1 1.09.12 14.00 Tech: LI;O
Anal seq: 900639 Prep seq: 629778
CAS D4QL n7DL
Y�rameter Number Result UnAdj �'IQL Aclj lJnAdj SDL Onits Flag Dil
__
.
C6-C12GasolineRangel[ydrocarbons PHC612 U 50.0 56.3 9.80 ��.p mg/kg U I
C12-C28 Diesel Range 1lydrocarbons PIiCG1028 U 50.0 56.3 12.1 �3.� mg/kg U i
C28-C35 Oil Range Flydroclrbons PfiCG2835 U 50.0 56.3 12J �3.(, mg/kg U i
Tot�l TPH 1005 Pf IC635 U 9.8a I I.0 �p6��& ��
Surrog.itc "/� Rec Limifs Units
o-Terphen}�I 84 70 - 130 %
I-Chlorooctane 90 70 - 130 %
Page 49 of 127
Final 1.000
ri.,�
Certificate of Analytical Results 452174
��"�
��� �:
Freese & Nichols, Inc., Fort Worth, TX
Ft. Wortf� Central City Storm Water
Sample Id: Gth 2:8-10
Lab Sample Id: 452174-01(,
Analytical Method: VOAs by S�1'-84G 82(OI3
Date Anal: 1 l.13.12 17.45
Anal seq: 900860
Parantetcr
Benzene
Bromobenzene
Bromochloromethane
E3romodichloromethane
Qromo(onn
Methyl bromide
tert-Butylbenzene
Sec-Butylbenzene
n-Butylbenzene
C�rbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-Dibromo-3-Chloropropane
Dibromochloromethane
1,2-Uibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromed�ane
1,2-Dichloroethane
1,1-Dichloroethane
trans-1,2-dichloroethylene
cis-I ,2-Dichloroethylene
I,(-Dichloroethene
2,2-Dichloropropane
1,3-Dichloropropane
1,2-Dichloropropine
trans-1,3-dichloropropene
1,1-Dichloropropene
cis-I ,3-Dichloropropene
Ethylbenzene
Hesachlorobutadiene
Isopropylbenzene
Methylene Chloride
M'i'F3E
Naphthalene
n-Propylbenzene
Styrene
MaU•ix: Solid Sample Depth: 8- 10 ft
Date Collected: 11.07.12 11.43 Date Received: 1 L08.12 (6.41
% Moist: 1 I.57 Prep Method: 5030Q
Analyst: SOP Date Prep: 1 1.13.12 12.00 Tech: SOP
Prep seq: 629945
G�S
Numbcr
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-SI-8
56-23-5
I 03-90-7
75-00-3
67-66-3
74-87-3
95-49-8
106-43-4
��-s�-�
96-12-8
124-48-1
106-93-4
74-95-3
95-SO-1
541-73-I
106-46-7
75-71-8
107-06-2
75-34-3
I56-60-5
156-59-2
75-35-d
594-20-7
142-28-9
78-87-5
10061-02-6
563-58-6
100( I -01-5
I 00-41-4
87-65-3
98-S2-S
75-09-2
1634-04-4
91-20-3
103-65-1
i oaaz-s
Residt
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
�IQL
UnAdj
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
o.00soo
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.0 I 00
0.00500
0_0100
0.00500
0.00500
\tDL
n7QL r�clj Ch�rldj SDL
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 p.pp� � �
0.00555 0.00100 0.00111
0.00555 0.0�100 0.00111
0.00555 0.00100 0.00111
O.00S55 O.00I00 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
O.00SSS 0.00100 0.00111
0.011I Q00200 0.00222
0.00555 0.00100 0.00111
0.0111 0.00200 0.00222
0.00555 0.00100 0.00111
0.00555 0.00100 O.00II1
o.00sss o.00ioo o.00i i �
O.00SSS O.00OS77 0.000974
O.00S55 0.00100 0.00111
O.00SSS 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
O.00S55 0.00100 p,pp� � �
0.005�5 0.00100 0.00111
O.00SSS 0.00100 0.00111
0.00555 0.00100 O.00III
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
O.00SSS 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 Q00100 O.00I i l
O.00SSS 0.00100 0.00111
0.00555 0.00100 0.00111
0.00555 0.00100 0.001 I i
O.00SSS 0.00100 p.00111
0.00555 0.00100 O.00III
o.o i> i o.00aoo o.00�aa
0.00555 0.00100 0.00111
0.0111 0.00200 0.00222
0.00555 0.00100 p.pp� � �
0.0055� 0.00100 p.pp� � �
Units Plag
m�Jkg U
mg/kg U
me�/kg U
mg/kg U
mg/kg U
m�'kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
mg/kg U
mgJkg U
mg/kg U
mg/kg U
mg/kg U
m�fkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�Jkg U
mg/kg U
mg/kg U
me/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mgJkg U
m�Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg�kg U
mv�kg U
mg/kg U
mg/kg U
mg/kg U
Dil
I
I
1
t
1
I
I
i
1
I
I
1
i
I
I
I
1
1
I
I
I
1
t
1
I
I
I
1
1
t
I
I
I
I
I
1
I
1
i
1
I
1
I
I
Page 50 of 127 Final 1.000
� Cei-tiiicate of Analytical Results 452174 �� `� ���
`���' � W _.,,,..
Freese & Nichois, Inc., Fort Worth, TX
Ft. Worth Centcal City Storm WaYec
Satnp(e Id: (th 2:8-10 M�U�ix: Solid S�mple Deptl�: 8- l0 ft
Lab Sample Id: 452174-01G Date Collected: 1 L07.12 I L43 Date Receivecl: (1.08.12 16.41
_
. .
Analytical Metllod: VOAs by S!�'-8<dG 82G0[3 % MoisL• 1 I.57 Prep Method: 5030B
Date An�L• I 1.13.12 17.45 Anal}�st: SOP Date Prep: 11.13.12 12.00 Tecl�: SOP
Anal seq: 900860 Prep seq: (29945
Pa ra mete r
�I,1,1,2-'1'etrlchloroeUiane
f,1,2,2-Tetrachloroethlne
'CetrachloroeNiylene
Toluene
I ,2,3-T'richlorobenzene
1,2,4-Trichlorobenzene
1,1,2-T'richloroethane
I ,1, I = I'richloroethane
Trichloroethylene
Trichlorofluoromethane
1,2,3-Trichloropropine
1,2,4-Trimethylbenzene
1,3,5-Trimethyibenzene
Vinyl Chloride
o-Xylene
m,p-Xylenes
Surrogatc
Dibromotluorometh�ne
I ,2-Dichloroethane-D4
"Coluene-D8
�}-I3romofl uorobenzene
CAS
Numbcr
630-20-6
79-34-5
127-18-d
I OS-88-3
37-61-6
120-32-I
79-00-5
71-SS-6
79-01-6
7S-G9-4
96-IS-4
95-63-6
108-67-8
�s-o � -a
95-47-6
179601-23-1
Rcsult
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
'%� Rec
64
%9
iia
101
D1QL
UnAdj
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
o.00zoo
0.00500
0.0 I 00
An�lytical Metltod: Pcrcent Nloistiu•e % Moist:
Date Anal: I 1.12.12 12.31 Analyst: JQU D�te Prep:
Anal seq: 900(40 Prep seq:
CAS �[QL
Parameter Numbcr Result UnAdj �'IQL Adj
. . _ __ . _
Percent Nioisture '1'MOIST I1.6
n9QL Adj
O.00SSS
O.00SSS
0.00555
0.00555
0.00555
0.00555
O.00SSS
0.00555
0.00555
0.00555
0.00555
0.00555
0.00555
0.00222
o.00sss
QO1 I I
�1DL
UnAdj SDI,
0.00100 p_pp� � �
0.00100 0.p01 I I
0.00100 0.001 I 1
0.00100 0.001 I I
0.00100 0.001 I t
0.00100 0.001 I I
0.00100 p.pp � � �
0.00100 0.001 I I
0.00100 0.001 I I
0.00100 0.001 I 1
0.000181 0.000201
0.00100 0.0p1 1 I
0.00100 0.001 I I
o.000aoo o.000aaa
0.00100 0.001 I I
0.00200 0.00222
Limits
53 - 142
56 - I 50
70 - I 30
68 - I 52
units
%
%
%
u��
Units �lag Dil
mg/kg U I
mg/kg U i
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
m�kg U 1
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mgJkg U I
mg/kg U I
�»�h� u i
mg/kg U I
ri:�a
Prep Method:
Tec(�: JQU
�IDL
UnAdj SDL Units �lag Dil
1.00 %,
Page 51 of 127 Final 1.000
�
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Stor�n Water
���
, �,
��� a
Sample Id: 6t1� 1:4-6 Matrix: Solid Samplc Depth: 4- 6 ft
Lab Sample Id: 452174-017 Date Collected: 1 1.07.12 I I.30 Date Received: I 1.08. l2 16.41
_ .. ._
Analytical Method: A4etals per [CP by 5���84G COl0I3 % Moist: 1696 Prep Method: 3050B
Date AnaL• l 1.12.12 12.51 Analyst: DAT Date Prep: 1 I.12.12 07.00 Tech: DA"C
Anal seq: 900656 Prep seq: 6297G1
CAS D�IQL NiDL
Par�metcr Numbcr Result UnAdj MQL �`��J UnAdj SDL Units �lag Dil
_ _ _
Arsenic 7�l40-3S-2 2.42 0.500 0.510 0.165 0.163 �p��� �
6arium 7440-39-3 73.2 0.500 0.510 0.165 0.168 �n��g �
C�dmium 7440-43-9 0.392 0250 0255 0.0750 0.0765 �n��$ 1
Clu�omium 7440-47-3 13.1 Q250 0.255 0.0750 0.0765 �»��� �
Lcact 7439-92-1 S.d3 0.600 Q612 0.200 p.2p4 mg/kg I
Sclenium 7782-49-2 0.213 0.500 0.510 0.165 p_��g mg/kg J I
Silver 7440-22-4 U 0.200 0.204 0.0650 0.0663 �»Y��b � �
_
_ .
Ana(}�tical Method: Mercwy by S��'7471A % MoisL• 16.96 Prep Method:
D1te Anal: 11.15.12 11.42 Analyst: DAT Date Prep: 11.15.12 07.43 Tech: DAT
Anal seq: 900953 Prep seq: 629980
CAS �4QL NIDL
Parameter Number Result UnAdj ��iQL ��� UnAdj SDL Units G'I�g Dil
_
_
A[crcury 7439-97-( 0.003i1 0.0100 0.00319 0.00330 0.00105 �n��g �
_
Analytical Method: TPH by Texas1005
Date Anal: 1 L 10.12 01.52
An11 seq: 900639
Par:imetcr
C6-G2 Gasoline Rangc Hydrocarbons
C12-C28 Diesel Range Hydrocarbons
C28-C3S Oil R1nge H}�drocarbons
Total TPH 1005
Sunrogate
aTerphen}�I
� -C�l�OI'OOC[Blle
% Moist: 1G96
Analyst: LEO Date Prep: 11.09.12 Id.00
Prep seq: 629778
CAS �IQL AtDL
Numbcr Result UnAdj ��Q� A��J UnEidj
_ .
PHC612 U 50.0 59.0 9.80
PHCG1028 U 50.0 59.0 12.1
PHCG2835 U 50.0 59.0 12.1
PHC635 U 9.80
% Rec
33
9�
Limits
70 - I 30
70 - I 30
Prep Method: 1005
'I'ech: LGO
SUL Units I�lag Dil
_ __ ._
11.6 mg/kg U I
143 mg/I:g U 1
14.3 mg/kg U 1
1 L6 mg/kg U
Units �lag
%
o�a
Page 52 of 127 Finai 1.000
•
Samplc Id: Gth l:d-6
L�b Sample Id: 452174-017
Certiiicate of Analytical Results 452174
Freese & Nictiols, Inc., Fort Worth, TX
Ft. Worth Centcal City Stor�n Watec
Matri�: So(id
Date Colfected: 11.07.12 11.30
An�lytical Method: VOAs by S��V-846 82GOB
Date Anal: 11.14.12 17.52 Ana(yst: SOP
Anal seq: 900932
N:irameter
Benzene
Qromobenzene
Qromochloromethnne
[3romodichlorometh�ne
[3romoform
Methyt bromide
tert-Quty I benzene
Seo-[3utylbenzene
n-[3utylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
1,2-Dibromo-3-Chloropropane
D i bromochl orometh�ne
1,2-Dibromoethlne
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethlne
1,2-Dichloroethane
i,l-Dichloroethane
trans-1,2-dichloroethylene
cis- I ,2-Dichloroethylene
I,1-Dichloroethene
2,2-Uichloroprop�ne
1,3-Dichloropropane
1,2-Dichloropropane
trans-I ,3-dichloropropene
1,1-Dichloropropene
cis- I ,3-Dichloropropene
Gthylbenzene
tiesachlorobutadiene
isopropylbenzene
Melhylene Chloride
Nt"I' Q G
Naphthalene
n-Propylbenzene
Styrene
CAS
Numbcr
71-43-2
I 08-86- I
74-97-5
�s-z�-a
75-25-2
74-33-9
98-06-6
( 35-98-8
i oa-s i -s
5C-23-5
I 08-90-7
75-00-3
67-66-3
74-87-3
95-49-8
106-43-4
99-A7-6
96-12-8
124-48-I
106-93-4
74-95-3
95-50-I
541-73-I
106-4C-7
75-71-8
I 07-0G-2
75-34-3
156-60-5
I 56-59-2
75-35-4
�94-20-7
142-28-9
78-87-5
10061-02-6
5(3-58-C
10061-01-5
i oo-a i -a
87-68-3
98-82-8
75-09-2
1634-04-4
91-20-3
103-65-1
100-42-5
% Moist: 169
D�te Pre�: 11.14.12 15.00
Prep seq: 629994
�4QL
Result UnAd,j
U 0.00500
U 0.00500
U O.00S00
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
u o.00soo
U 0.00500
U 0.00500
U 0.0100
U 0.00500
U 0.0100
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U O.00S00
U 0.00500
U 0.00500
U O.00S00
U OA0500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.00500
U 0.0100
U 0.00500
U 0.0100
U 0.00�00
U 0.00500
Page 53 of 127
�9QL Adj
0.0117
Q0117
QO117
0.0117
0.0117
0.01 17
0.01 17
0.01 17
0.0117
0.0117
0.0117
0.0234
0.01 17
0.0234
0.01 17
0.0117
0.01 17
0.01 17
0.01 17
0.01 17
0.0117
0.0117
0.0117
0.0117
0.01 17
0.0117
0.01 17
0.01 17
0.01 17
0.0117
0.01 17
0.0117
0.01 l7
0.01 17
0.0117
0.01 17
0.0117
0.0117
0.0117
0.0234
QOl 17
0.0234
0.01 17
0.0117
,,`°"`+b q;
����',
Sample Depth: 4- 6 ft
Date Received: I L08.12 lG.4l
_
6 Prep Method: S030I3
Tech: SOP
�[DL
UnAdj
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00 I 00
0.00100
0.00100
o.000x��
0.00100
O.00 I 00
0.00 I 00
0.00100
0.00100
0.00100
0.00100
0.00 I 00
0.00100
OA0100
0.00100
0.00100
0.00100
0.00 t 00
0.00100
0.00100
0.00100
0.00100
0.00100
0.00 I 00
0.00100
o.aoaoo
0.00100
OA0200
0.00100
0.00100
SDL
0.00234
0.00234
0.00234
0.00234
0.0023a
0.00234
0.00234
0.00234
0.00234
0.0023d
0.00234
0.00469
0.00234
o.00a��
OA0234
0.00234
0.00234
0.00205
0.00234
Q0023d
0,00234
0.00234
0.0023d
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00234
0.00937
0.00234
0.004G9
0.00234
0.00234
Finai 1.000
Units Flag
mg/kg U
mgJkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�/kg U
mg/kg U
m�/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mv,Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
m�Jkg U
mg/kg U
mg/kg U
mt,�kg U
mg/kg U
mg/kg U
Dil
2
2
2
2
2
2
2
2
2
2
2
2
2
2
z
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
�` � �
Certificate of Analytical Results 452174
Freese & Nict�ols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Water
�°'�
*� pw
Sample tci: 6tI� 1:�4-6 Matrix: Solid Sample Depth: 4- 6 ft
L�b Sample Id: 452174-017 Date Collected: 11.07. l2 l L30 Date Received: 11.08.12 1C.41
_ _ _ __ _
Analytical Method: VOAs by S�V-84G 8260I3 `%� Moist 1696 Prep Method: 5030Q
Date Anal: 1 L 14.12 17.52 Anllyst: SOP Date Prep: 1 L 14.12 ►5.00 Tech: SOP
Anal seq: 900932 Prep seq: 629994
Parametcr
I,1, i,2-Tetrachloroethane
I , I ,2,2-"['etrachloroethane
Tetrachloroethylene
'I'oluene
1,2,3-Trich lorobenzene
I ,2,4-Trichl orobenzene
I ,1,2-Trichloroethane
I,1,1-Tricl�loroethane
Trichloroethylene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl Chloride
o-Xylene
m,p-J:ylenes
Surrogate
Dibramofluoromethane
1,2-Dichloroethane-Dd
Toluene-D8
4-Qromofluorobenzene
CAS
Number
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-i
79-00-5
71-55-6
79-01-6
75-69-4
��- i s-a
95-63-6
108-67-8
75-01-4
95-47-6
179601-23-1
% Rec Limits
S9 53 - 142
98 56 - I 50
108 70 - I 30
109 (3 - I �2
% Moist:
Analyst: JBi1 Date Prep:
Prep seq:
�IQL
Result UnAdj �'IQL Adj
U 0.00500 0.0117
U O.00S00 0.0117
U O.00S00 0.0117
U 0.00500 0.0117
U 0.00500 0.0117
U 0.00500 0.0117
U 0.00500 0.0117
U O.00S00 0.0117
U 0.00500 0.0117
U 0.00500 0.0117
u o.00soo o.on�
U 0.00500 0.0117
U 0.00500 0.0117
U 0.00200 0.00469
U 0.00500 0.0117
U 0.0100 0.0234
\4DL
UnAdj SDL Units ['lag Dil
0.00100 0.00234 �p€1�g � 2
O.00l00 p.0023�1 �ng/kg U 2
0.00100 0.0023�3 �»��� U Z
0.00100 0.00234 �n��g U Z
0.00100 0.00234 �p��g � Z
0.00100 0.00234 �nF��g U 2
0.00100 0.00234 mgJkg U 2
0.00100 0.00234 �»€��� U 2
0.00100 0.00234 �n��g U Z
0.00100 0.00234 �n�/�S � 2
0.000181 0.000424 �ng/kg U 2
0.00100 0.00234 �»��g U 2
0.00100 0.00234 �»g��g U 2
0.000400 0.000937 �ng/kg U 2
0.00100 0.00234 mgf kg U 2
0.00200 0.00469 mg/kg U 2
Analytical Method: Percent Ntoisture
Date Anal: 11.12.12 12.31
Anal seq: 900640
Pa ra mete r
Percent �4aistw�e
Units
%
%
%
%
ri��
Prep Method:
Tech:1 BU
CAS �[QL ��IDL
Number Result OnAd,j n'��L ��J UnAdj SDL Units ['lag Dil
TMO[ST 17A L00 . %
Page 54 of 127
Final 1.000
�
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft Wortii �entral City Storm Water
���
�°� b.. �..
Sample Id: 6th 1:8-10 Matrix: Solid Sample Deptll: 8-(0 ft
Lab Sample [d: 452174-018 Date Collected: I L07.12 l 1.30 Date Received: 11.08.12 16.41
_ _ .
. __ . _ .
Aua(ytical Method: A4etals per ICP by S�1'8�IG ui)lOB % Moist: 14.54 Prep Meti�o:.�: 3050B
Date Anal: 1 1.12.12 12.53 AnalysL• DAT Date Prep: I 1.12.12 07.00 Tech: DAT
Anal seq: 900656 Prep seq: 629761
Paramcier
r�rsenic
13:�rium
Cttclmium
Chromium
Lcad
Selenium
Silver
ct�s
Numbcr
74A0-38-2
7440-39-3
7440-43-9
7440-47-3
7439-92-1
7782-49-2
7440-22-4
n-tQ►. nin[,
Resutt UnAdj �'�Q�J A��� UnAdj SDL Units f I.ig Dil
- __ _ _
2.37 0.500 0.542 0.165 p. � 79 mg/hg 1
58,0 0.500 0.542 0. I 65 p. � 79 mg/kg 1
0.379 0250 0.271 0.0750 0.0813 �»��S �
l39 0250 0.271 0.0750 0.0813 �»��� �
7.03 0.600 Q650 0200 p.2 � 7 mg/kg I
U 0.500 0.542 0.165 p. � 79 m�Jkg U I
U 0200 0.217 0.0650 p.p7p4 mu�kg U I
.
_ .
Analytic�l Method: 114erew•,y by S�V7471A % Moist: 14.54 Prep Method:
Date An�L• 1 I.15.12 I L44 Analyst: DAT Date Prep: I L 15.12 07.43 Tech: DA"1'
An11 seq: 900953 Prep seq: 629980
ct�s n�Q� niuL
P»rameter Number Result UnAdj N�QL���� OnAdj SDL Ui�its P'lag Dil
. ._
_
nlcrcury 7439-97-6 O.00dI( 0.0100 0.00347 0.00330 0.00115 �»@/hS �
Analytical MeUiod: TP[I by Tex.is1005
Date Anal: 1 l.10. l2 02.09
Anal seq: 900(39
P:�rametcr
� C6-C 12 Gasoline Ran6e F[ydrocarbous
C12-C28 Diesel Range Iiydrocarbons
C28-C35 Oil Range Hydrocarbons
'i'otnl TPIi 1005
Surrogatc
a=Perphenyl
t-Chlorooctane
.
% Moist: 14.54
An�lysL• LGO Date Prep: I L09.12 14.00
Pren seq: C>29778
CAS D7QL MDL
Numbcr Rcsult UnAdj �'[QL Adj UnAdj
_
PFIC612 U 50.0 579 9.80
PHCG 1028 U 50.0 579 I 2. I
PHCG2835 U 50.0 57.9 12.1
PHC635 U 9.80
% Rec
71
75
Page 55 of 127
Limits
70 - I 30
70 - I 30
Prep Melhod: 1005
Tech: LGO
SDL Units Flag Dil
11.4 mg/kg U I
14.0 mg/kg U I
ia.o �ny�:� u i
11.4 mg/kg U
Units rlag
%
%
Finai 1.000
� ',
' o ,
SamE�le [d: (th 1:8-10
Lab Sample [d: d52174-OIA
.
Analytical Method: VOAs by S��'-84G 82GOI3
Date Anal: I L 13.12 18.30
Anal seq: 9008(0
P� ra meter
E3enzene
Bromobenzene
Qromochloromethlne
Qromodichlorometh�ne
Bromofonn
Methyl bromide
tert-f3utylbenzene
Sec-Butylbenzene
n-Butylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
�4ethyi Chioride
2-Chlorotoluene
4-Chlorotoh�ene
p-Cymene (p-Isopropyltoluene)
t ,2-Dibromo-3-Chloropropane
Dibromochloromethane
1,2-Dibromoethane
Methylene bromide
1,2-Dfchlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,2-Dichloroethane
I,i-Dichloroethane
trans-1,2-dichloroethylene
cis-I ,2-Dichloroethylene
1,1-Dichloroethene
2,2-Dichloropropane
1,3-Dichloropropane
1,2-Dichloropropane
trans-i ,3-dichl oro�ropene
I,i-Dichloropropene
cis-1,3-Dichloropropene
Ethylbenzene
He�achlorobutadiene
Isopropylbenzene
Methylene Chloride
M'I'BE
Naphth�lene
n-Propylbenzene
Sq�rene
Certificate of Analytical Results 452174
Freese & Nicliols, Lic., Fort Wof•th, TX
Ft. Worth Central City Stor�n Water
��'�
� ;� �:
Matris: Solid Sample Deptli: 8- 10 ft
Date Collected: I 1.07.12 11.30 Date [Zeceived: t 1.08. l2 16.41
%, Moist: 14.54 Prep Method: 50308
Analyst: SOP Date Prep: 11.13.12 12.00 Tech: SOP
Prep seq: 629945
CAS
nwnbcr
71-43-2
� oa-s�- i
74-97-5
�s-2�-a
75-25-2
74-83-9
93-06-6
135-98-8
104-51-8
56-23-5
103-90-7
75-00-3
67-66-3
74-37-3
95-49-3
106-43-4
99-87-6
96-12-8
124-48-I
106-93-4
74-95-3
95-50-1
541-73- I
106-46-7
75-7t-8
107-06-2
75-3�4-3
156-60-5
I 56-59-2
75-35-4
594-20-7
i az-zs-�
�s-s�-s
10061-02-6
563-SS-6
10061-01-5
100-41-4
37-68-3
9fi-82-8
75-09-2
1634-04-4
91-20-3
103-65-I
100-42-5
Res�dt
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
\�iQL MUL
UnAdj �'[QL Adj UnAdj SDL
0.00500 0.00572 0.00100 p_pp� 14
0.00500 O.00S72 0.00100 O.00114
O.00S00 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.00500 Q00572 0.00100 Q00114
0.00500 0.00572 0.0010� 0.00114
O.00S00 0.00�72 Q00100 0.00114
o.00soo o.00s�2 o.00ioo o.00na
o.00soo o.00sn o.00�oo o.00na
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 p_pp� �4
0.0100 0.0114 0.00200 0.00229
0.00500 0.00572 0.00100 0.00114
0.0100 0.0114 0.00200 0.00229
0.00500 0.00572 0.00100 0.00114
O.00S00 0.00572 0.00100 0.00114
O.00S00 O.00S72 0.00100 O.00lI4
0.00500 0.00572 O.00OS77 0.00100
o.00soo o.00s�z o.00�oo o.00i ia
0.00500 0.00572 0.00100 0.00114
o_oosoo o.00s�z o.00ioo o.00i �a
o.00soo o.00s�z o.00ioo o.00>>a
o.00soo o.00s�z o.00too o.00i ia
0.00500 0.00572 0.00100 0.00114
o.00soo o.00s�z o.00ioo o.00iia
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.00500 O.00S72 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 p.pp� �4
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.00500 O.00S72 0.00100 0.00114
0.00500 0.00572 0.00100 0.001 t4
0.00500 0.00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.00114
0.0100 0.0114 0.00400 0.00458
0.00500 0.00572 0.00100 0.00114
0.0100 0.0114 0.00200 0.00229
0.00�00 Q00572 0.00100 0.00114
0.00500 0.00572 0.00100 0.0011�}
Page 56 of 127
Final 1.000
Units �I:ig
mg/kg U
�»��g u
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
�„�/�;g u
mg/kg lJ
mg/kg U
mg/kg U
mv�/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
�»�/�;� u
mg/kg U
�„��:g u
�„��:g u
rog/kg u
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
me,Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mcz�/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
Dil
I
�
1
I
I
I
1
�
i
I
1
1
I
I
I
I
i
1
I
I
i
1
I
I
I
I
I
1
1
I
1
I
I
I
I
I
I
1
1
i
I
1
I
I
�
Sam��le Id: Gth 1:8-10
Lab Sample Id: 452174-018
An�ly�ical Method: VOAs !;y S�V-846 82G013
Da[e AnaL• ( L l3. l2 I 8.30
Anal seq: 900860
Paramctcr
� t, l , I ,2-Tetrachloroethane
I,1,2,2-Tetrachloroethlne
"I'etrnchloroethylene
"I'oluene
1,2,3=I'richlorobenzene
I ,2,4-Trichlorobenzene
1,1,2=Crichloroethane
I,I,I-Trichloroethane
Trichloroethylene
Trichloro fluoromediane
1,2,3= I'richloropropane
1,2,4=Crimethyibenzene
1,3,5-T'rimethylbenzene
v��,yi cni���d�
o-Xylene
m,p-Xylenes
Surirogate
Di bromo fl uoromethane
1,2-Dichloroethane-D4
Toluene-D8
4-[3romolluorobenzene
Analy�ical Method: Pcrcent ��loishu•c
Da�e AnaL• 1 1.12.12 1231
Anal seq: 900(40
P�irametcr
Pcrcent A4oisturc
Certificate of Analytiical Results �452174
Freese & Nichols, IIlC., Fort Wortli, TX
Ft. Worth Central City Storm Water
�� �
Matri�: Solid Sample Depth: 8- 10 ft
Date Collected: t L07.12 I L30 Date Received: 1 L08. l2 16.41
_
°/<� Moist: I4.54 Prep Metllod: 5030Q
Analyst: SOP Date Prep: 1 L 13.12 12.00 Tech: SOP
Prep seq: 629945
CAS
Nwnbcr
. _
630-20-6
79-34-5
I 27- I 8-4
I 03-88-3
s�-� i -�
120-82-I
79-00-5
71-55-6
79-01-6
75-69-4
96- I 8-4
95-63-6
i 08-67-8
�s-o i -a
95-47-6
I 79601-23- I
Result
U
U
U
U
u
U
U
U
U
U
U
U
U
u
U
U
'% Rec
x�
%6
117
�os
Limits
ss - ia2
56 - I 50
70 - 130
vx - i sz
SDL
0.001 14
0.001 14
0.00114
o.00i ia
o.00i ia
0.001 14
o.00i ia
o.00i ia
0.00114
0.001 14
0.000207
0.001 14
0.001 14
0.000453
0.001 14
0.00229
Units
�ia
%
%
°/u
Units [�'lag Dil
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
�„��;� u �
mg/kg U 1
mg/kg U I
�„y�;� u i
�„��:� u i
m�fkg U I
mg/kg U 1
mg/kg U I
mg/kg U 1
mg/kg U I
m�/kg U I
mg/kg U I
�lag
`%, Moisl: Prep Method:
Ana(yst: J[3U Uatc Prep: Teclt:.113U
Prep seq:
CAS �7QL ��IDL
Number Result UnAclj �'IQL r�dj U��p�j SUL Units P'lag Dil
"I'MO[ST _ _ 14.5 _ _ I .00 _ %
��tQL D9D[.
UnAdj �'1QL r�d.l LlnAdj
_ _
0.00500 0.00572 0.00100
0.00500 0.00572 0.00100
0.00500 0.00572 0.00100
0.00500 O.00S72 0.00100
o.00soo o.00s�z o.00ioo
0.00500 0.00572 0.00100
0.00500 0.00572 0.00100
0.00500 0.00572 0.00100
0.00500 0.00572 0.00100
0.00500 0.00572 0.00100
0.00500 0.00572 0.000181
0.00500 0.00572 0.00100
0.00500 0.00572 0.00100
0.00200 0.00229 0.000400
0.00500 0.00572 0.00100
0.0100 0.0114 0.00200
Page 57 of 127 Final 1.000
� �
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Water
�,,""'� A�:
���
Sample Id: [ienderson 4:4-G Matris: Solid Sample Depth: 4- 6 ft
Lab Sample Id: 452174-019 Date Coilected: 11.07. l2 10.54 Date Received: 11.08.12 16.41
. .
Analytical Method: D4etals per ICP b}� SW84G G0106 % Moist: 9.26 Prep Method: 3050B
Date AnaL 11.12.12 14.21 Analyst: DAT Date Pre�r. l I.12. l2 07.30 Tech: DAT
Anal seq: 900755 Prep seq: 6297G2
CAS D�IQ L ��t D L
Parameter Number Result pnAdj MQL ���1 OnAdj SUL Units P'I�g Dil
_ _
_
Arsenic 7440-35-2 493 0.500 0.540 0.165 0.178 mg/kg I
I3arium 7440-39-3 60.1 0.500 0.540 0.165 p_�78 mg/kg 1
Cadmium 7d40-43-9 0.3G2 0.250 0270 0.0750 0.0810 �ng/�g �
Chromium 7440-�37-3 11.8 0250 0270 0.0750 0.0810 m��g �
Lead 7439-92-I 39.8 0.600 0.643 0200 0.216 �»��g �
Selenium 7752-49-2 U 0.500 0.540 0.165 p.�7g mg/kg U 1
Silver 7440-22-4 U 0200 0216 0.0650 0.0702 �n€/�g U 1
_
__ _ . . -- ---
Analytical Method: ��Iercury by S�V7471A % Moist: 9.26 Prep Method:
Date AnaL• I L 15.12 11.46 Analyst: DAT Date Prep: I 1.15.12 07.43 Tech: DAT
Anal seq: 900953 Prep seq: 629980
CAS AIQL �[DL
Parameter Number Result UnAdj n'�Q�'��� UnAdj SDL Units rlag Dil
A4crcm•,y 7439-97-6 0.0491 0.0100 0.00319 0.00330 0.00105 �n��g 1
Analytieal MeUlod: 'I'PH by T'e�as1005
Date AnaL• I 1.10.12 02.29
Anal seq: 900639
_
�% Moist: 9.26
Analyst: LEO Date Prep: 11.09.12 14.00
CAS
Par�meter Numbcr
__ .
C6-C12 Gasoline Range Hydroearbons PHC612
C12-C28 Diesel Range Hych•ocarbons PHCG102b
C28-C35 Oil Range Hydrocarbons PHCG2835
Total TPH 1005 PHC635
Surrogate
o-Terphen}�I
I-Chlorooctane
Prep seq: 629778
\iQL NIDL
Result UnAdj ��IQL Adj UnAdj
_._ . _
U so.o sa.9 �_so
24.7 50.0 54.9 12.1
U 50.0 S49 12.1
za.� �.so
% Rcc Limits
84 70 - 130
90 70 - I 30
Page 58 of 127
Prep Method: 1005
Tech: LGO
SDL Units rlag Dil
_ .
io.s �„��;g u i
13.3 �»P��� J I
133 mg/kg U I
10.8 �ng/kg J
Units P'I�g
%
o�a
Finai 1.000
Certi�cate of Analytical Results 452174
s,;':�„� �;
���'
Freese & Nichols, Inc., Fort Worth, TX
Ft. Worth Central City Storin Water
Sampie Id: Hcudeison 4:d-6
Lab Samp(e Id: 45217d-01)
Analytical Method: VOAs by S���-84G 82GOB
Date An�l: 1 I.(3.12 18.52
Anal seq: 900860
P�r�meter
Benzene
[3romobenzene
Bromochloromethane
[3romodichloromethane
E3romoPorm
Methyl bromide
tert-6utylbenzene
Sec-E3utylbenzene
n-I3utylbenzene
Carbon Tetr<�chloride
Chlorobenzene
Chloroethlne
Chlorofonn
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-C}�mene (p-Isopropyltoluene)
I ,2-Dibromo-3-Cliloropropane
Dibromochloromethane
1,2-Dibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
DichlorodiFluoromethane
1,2-Dichloroethane
I,I-Dichloroethtme
trans- I ,2-dichloroethylene
cis-I ,2-Dichloroethylene
I,I-Dichloroethene
2,2-Dichloropropane
i ,3-Dicl�loropropane
1,2-Dichloropropane
trins-1,3-dichloropropene
I,I-Dichloropropene
cis-1,3-Dichloropropene
Gthylbenzene
Hexachlorobutadiene
Isopropylbenzene
Methylene Chloride
MTBG
N�phth�lene
n-Propyibenzene
Styrene
Matrix: Solid Sample Depth: 4- 6 f't
Date Cof(ected: 11.07.12 10.54 Date Received: 1 L08.12 16.41
_ _
% Moist: 9.2G Prep Metliod: 5030B
Analyst: SOP D1te Prep: I 1.13.12 12.00 Tech: SOP
Prep seq: G29945
ct�s
Numbcr
71-43-2
i os-s�- i
74-97-5
75-27-4
�s-zs-z
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-d9-8
106-43-4
99-87-6
96-12-8
i aa-aa-i
106-93-d
74-95-3
95-50-I
sa i -�3- i
i oc-a�-�
75-71-8
I 07-06-2
�s-3a-3
156-CO-5
IS6-59-2
75-35-4
594-20-7
142-28-9
�s-s�-s
10061-02-6
563-58-6
10061-01-5
100-41-4
87-68-3
98-82-8
75-09-2
i �3a-oa-a
91-20-3
I 03-C S- I
100-42-5
Resulf
u
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
u
u
U
U
U
U
U
U
u
U
u
U
U
U
U
U
u
U
u
U
U
U
niQ►.
UnAdj
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
0.00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
OA0500
O.00S00
0.00500
0.00500
0.00�00
Q00500
0.00500
o.00soo
0.00500
o.00soo
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.0100
o.00soo
0.0 I 00
0.00500
0.00500
n4Q1, Atlj
o.00sao
0.00540
0.00540
Q00540
o.00sao
0.00540
0.00540
0.00540
0.00540
O.00SdO
Q00540
O.O I OS
0.00540
0.0 I 03
0.00�40
0.00540
0.00540
O.00S40
o.00sao
0.00540
0.00540
0.00540
o.00sao
o.00sao
0.00540
0.00540
o.00sao
0.00�40
0.00540
0.00540
o.00sao
0.00540
o.00sao
o.00sao
0.00540
0.00540
0.00540
0.00540
o.00sao
0.0103
o.00sao
0.0108
0.00540
O.00SdO
��tUL
Unr�dj
0.00100
0.00100
0.00100
0.00100
o.00 i o0
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00 I 00
0.00200
0.00100
0.00100
0.00100
0.000877
o.00 t o0
0.00100
0.00100
0.00100
Q00100
Q00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00 I 00
o.00 i o0
0.00100
o.00 i o0
0.00100
0.00100
0.00100
0.00100
Q00100
0.00100
0.00400
0.00100
0.00200
0.00100
0.00100
SDL Units �I�g
0.00108 �»��g U
0.00108 �»�/�g U
0.00108 �»f��g U
0.00108 mg�kg U
0.00108 �»P��g U
0.00108 mg/kg U
0.00108 �»��g U
0.00108 �»��� U
0.00108 �»��g U
0.00108 �»��6 U
0.00108 ingJkg U
0.00216 mg/kg U
0.00108 �»��g U
0.00216 �»��S U
0.00108 �»��� U
0.00108 �»P��g U
0.00108 �ng/kg U
0.000948 �n�/kg U
0.00108 �»fl�kg U
O.00I08 �»5��� U
0.00108 �ng/kg U
0.00108 �»��g U
0.00108 �»��& U
0.00108 �»5��� U
0.00108 �»€��S U
0.00108 �ng/kg U
0.00108 mg/kg U
O.00IOS ing/kg IJ
0.00108 �»�kg U
0.00108 mg/kg U
0.00108 mg/kg U
0.00108 ing/kg U
0.00108 �»��6 U
0.00103 �»��g U
0.00108 �»��& U
0.00108 �»P��b U
0.00108 mg/kg U
0.00108 �ngJkg U
0.00108 ing/kg U
0.00432 �»F��S U
0.00108 mg/kg U
0.00216 mg/kg U
0.00108 �»€��� U
0.00108 �»��U U
Dil
I
1
1
I
I
I
I
1
I
I
I
I
I
I
I
I
I
1
1
t
I
I
I
I
I
I
I
I
I
i
I
I
I
I
I
i
i
I
I
I
I
I
I
I
Page 59 of 127 Final 1.000
Certificate of Analytical Results 452174
Freese & Niciiols, Inc., Fort Worth, TX
Ft. Worth Centraf City Stornl Water
��a
�� �.
Samp[e id: Hende�son 4:d-G Mah•i�: Solid Sample Depth: 4- 6 ft
Lab Sample Id: 4_52174-019 Date Collected: 11.07.12 10.54 Date Received: 1 I.08.12 16.41
_
Analytical Method: VOAs by SW-84( 82(0[3 _ _
Date Anal: 1 L 13.12 18.52 Ana(yst: SOP
Anal seq: )00860
P�rameter
. . ..
1,1,1,2-"tetrachloroethane
I ,1,2,2-Te[rachioroethane
TeVachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,2-Trichloroethane
I ,1, I -Trichloroethane
Trichloroethylene
'I'rich IoroFl uoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl Chloride
o-Xylene
m,p-Xylenes
Sw•rogate
Dibromofluoromethane
1,2-Dichloroethane-D4
Toluene-D3
4-Bron�ofluorobenzene
CAS
Nu�ubcr
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
izo-s2-i
79-00-5
71-SS-C
79-01-6
�s-��-a
96-1A-4
95-63-6
108-67-8
75-01-4
95-47-6
179601-23-I
% Moist: 9.26 Prep Metllod: 5030[3
Date Prep: I 1.13.12 12.00 Tech: SOP
Prep seq: (i29945
�QQL
Result UnAdj ��QL Adj
u o.00soo o.00sao
U 0.00500 0.00540
U 0.00500 O.00SAO
U 0.00500 0.005�10
U 0.00500 0.00540
U 0.00500 0.00540
U 0.00500 0.00540
u o.00soo o.00sao
U 0.00500 0.00540
u o.00soo o.00s�o
U 0.00500 0.00540
u o.00soo o.00sao
v o.00soo o.00sao
U 0.00200 0.00216
U 0.00500 O.00S�tO
U 0.0100 0.0103
% RCc
89
82
113
106
�9llL
UnAdj SDL Onits �lag Dil
0.00100 O.00IOS �»��� U 1
0.00100 0.001 CS �»��g U �
0.00100 O.00IOS �»��g U I
0.00100 O.00IOS �»P,��g U I
0.00100 O.00IOS �»Y��� U I
0.00100 0.00108 �»��� U i
OA0100 0.00108 mg/kg U t
o.00ioo o.00ios �»e��:g U �
0.00100 0.00108 �ng��g U I
o.00ioo o.00ios �p��g � �
0.000181 0.000196 �ng/kg U 1
0.00100 0.00108 �ng/kg U i
o.00 i o0 0.0o i os �n��g u i
0.000400 0.000432 �»��g U I
0.00100 0.00108 �»€/�g U I
0.00200 0.00216 �n��g U �
Limits
53 - 142
56 - I 50
70 - I 30
(8 - 152
Units
%
%
%
%
P'lag
Analytical Method: Percent Nloisture % Moist: Prep Method:
Date Anal: 11.12.12 12.41 Analyst: JBU Da�e Prep: Tech: JBU
Anal seq: 900G44 Prep seq:
CAS �4QL \9DL
Parameter Numbcr Result UnAdj MQL���� UnAdj SDL Units G'lag Dil
_ _ . .
Percent �toisture TNiO1ST 9.2( 1.00 %
Page 60 of 127
Final 1.000
t �
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Woeth, TX
Ft. �.✓orth Centcal City Storm Water
��, �
Samp(e Id: ficnderson 3:4-6 Matri�: Solid Sample Depth: 4- 6 ft
Lab Sample [d: d52174-020 Date Collected: 11.07.12 10.54 Date Received: 11.08.12 1G.41
_ __ .
_
Analytical Method: Nietals per ICP by� S1�J84G GOl0I3 % Moist: 4.48 Pren Method: 3050B
Date AnaL• I I.12.12 14.23 Ana(yst: DAT Date Prep: I I. l2. f 2 07.30 Tech: DAT
Anal seq: 900755 Prep seq: C>29762
i':i i :i metcr
A�senic
B;u•iu m
C:idmiwn
Chromituu
Lcad
Selenium
silver
CAS
Number
7440-38-2
7440-39-3
7440-43-9
7d40-47-3
�a3�-�z-i
7782-49-2
��tao-22-�+
A4QL
Result U�ip��� �'IQL Adj
__ .
a.o� o.soo o.aso
35.8 0.500 o.aso
0.3C0 0.250 0.240
7.8�4 0.250 0.240
z�.x o.�oo os��
0.2G0 0.500 0.480
U 0200 0.192
�4UL
UnAdj
0.165
0.165
0.0750
0.0750
0200
0.1(5
0.0650
SDL Units Flag Dil
__
0.158 tng/kg I
0.158 mg/kg I
0.0720 �»��� I
0.0720 mg/kg t
0.192 mg/kg I
0. I S8 mg/kg [3.f I
0.0624 mg/kg U I
_ _
Analyticl( Method: �4crcur,y by S\�'7471A � °/, MoisL• 4.48 Prep Mediod:
D�te An�l: I l.15.12 I L49 Ana(yst: DAT D�te Prep: 1 1.15.12 07.43 Tec(�: DAT
Ana( seq: 900953 Prep seq: G29)80
CAS D1QL �'IDL
Parameter Nwnber Res�dt UnAdj �'IQL Ad,j UnAdj SDL Units f lag Dil
_ ._ .
.ntcrciu�y 7d39-97-6 0.0133 OA100 0.00302 0.00330 0.000997 �»��€ I
Analy�ical Method: TPH by Tex.is100S
Date Anal: I 1.12.12 1 1.25 Analyst: LGO
Anal seq: 900704
_
% Nloist: 4.48 Prep Method: 1005
Date Prep: (1.12.12 09.00 "I'ech: LEO
Prep seq: 629843
ct�s niQ� ni���
Parameter Nwnber Restdt UnAdj �'iQL Adj UnAdj SUL Units �I�g Dil
_
CG-C12 Gasoline Rangetiydrcearbons � PfIC612 U 50.0 52.0 9.80 �p.2 ntg/kg U I
C12-C2A Dicscl Rangc t[ych•ocarbons PIiCG1028 134 50.0 52.0 12.1 12.6 �»6/�€ I
C28-C35 Oii Rangc Hydrocarbons PHCG2835 1G2 50.0 52.0 12.1 �2_(� mg/kg I
Tot.il TPH IOOS PFfC635 29G 9.80 �p.2 mg/kg
Stu�rog�tc
o= I'erphenyl
I-Chlorooctane
"/o Rec
100
107
Limits Units Flag
70 - I 30 %
70 - I 30 %
Page 61 of 127 Final 1.000
Certi�cate of Analytical Results 452174 �� �����
�;;�,,
Freese & Nicliols, Inc., Fort Worth, TX
Ft. Worth Central City Storm Water
Sample Id: Elenderson 3:4-G MaU�ix: Solid Sample Depth: 4- 6 ft
Lab Sample Id: 452174-020 Date Col(ected: 11.07.12 10.54 Date Received: 11.08.12 16.41
. .
Analy�ical Method: VOAs b,y S�V-846 82GOB % Mois�: d.48 Prep MeUiod: 5030B
Date AnaL• t L14.12 18.13 Ana(yst: SOP Date Prep: 1 L14.12 15.00 'Tech: SOP
Anal seq: 900932 Prep seq: 629994
Par�meter
Benzene
Bromobenzene
Bromochloromethane
[3romodichloromethane
E3romoform
Methyl bromide
tert-Butylbenzene
Sec-Butylbenzene
n-Butylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
t ,2-Dibromo-3-Ch loropropane
Dibromochloromethane
1,2-Dibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluorometh�ne
1,2-Dichloroeth�ne
I , i -Dichloroetl�ane
trans-1,2-dichloroethylene
cis-I ,2-Dichloroethylene
1, I -Dichloroethene
2,2-Dichloropropane
1,3-Dichloropropane
1,2-Dichloropropane
trans- I ,3-d ichl oropropene
I,1-Dichloropropene
cis- I ,3-Dichloropropene
Ethylbenzene
Hexachlorobutadiene
[sopropylbenzene
Methylene Chloride
MT'F3�
Naphthalene
n-Propylbenzene
Sq�rene
CAS
Numbcr Result
71-43-2 U
103-86-1 U
7497-5 U
75-27-4 U
75-25-2 U
74-33-9 U
98-06-( U
135-98-8 U
104-51-8 U
56-23-5 U
108-90-7 U
75-00-3 U
67-66-3 U
74-87-3 U
95-49-8 U
106-43-4 U
99-57-6 U
96-12-8 U
iza-�s-i u
106-93-4 U
74 �)5-3 U
9S-SO-1 U
Sd1-73-I U
106-46-7 U
75-71-3 U
107-06-2 U
75-34-3 U
ISC-60-5 U
I56-59-2 U
75-35-4 U
594-20-7 U
142-28-9 U
�s-s�-s u
100(1-02-( U
563-58-6 lJ
100( I -0 I -5 U
i oo-a i -a u
87-68-3 lJ
98-32-b U
75-09-2 U
I(3d-04-4 U
91-20-3 U
103-65-I U
100-42-5 U
DIQt,
UnAdj A4QL Adj
0.00500 0.0104
0.00500 0.0104
o.00soo o.o�oa
o.00soo o.o�oa
0.00500 0.0104
0.00500 0.0104
0.00500 0.0104
o.00soo o.o�oa
0.00500 QO10�3
0.00500 0.0104
0.00500 0.0104
0.0100 0.0209
O.00S00 0.0104
0.0100 0.0209
0.00500 0.0104
0.00500 0.0104
0.00500 0.0104
0.00500 0.0104
o.00soo o.o�oa
0.00500 0.0t04
0.00500 0.0104
0.00500 0.0104
0.00500 0.0104
o.00soo o.o�oa
Q00500 0.0104
QOOS00 O.OI04
O.00S00 0.0104
0.00500 0.0104
0.00500 0.0104
0.00500 0.0104
o.00soo o.oioa
o.00soo o.oioa
o.00soo o.o�o�
0.00500 O.OI04
0.00500 0.0104
0.00500 0.0104
0.00500 0.0104
o.00soo o.oioa
0.00500 0.0104
QO100 0.0209
0.00500 0.0104
0.0100 0.0209
0.00500 0_0104
0.00500 0.0104
�IDL
pnAdj SDL
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
o.00�oo o.00zo�
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
o.00ioo 0.0020�
0.00100 p.0020)
0.00100 0.00209
0.00100 0.00209
0.00200 0,004 � 7
0.00100 0.00209
0.00200 0.00417
0.00100 0.00209
0.00100 p_pp2p9
0.00100 OA0209
0.000�77 0.00183
o.00ioo o.00zo�
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
o.00ioo o.00zo�
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
o.00ioo 0.0020�
o.00ioo o.00zo�
o.00ioo o.00zo�
0.00100 p.�p2p9
0_00100 0.00209
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
0.00100 0.00209
0.00400 0.00834
0.00100 0.00209
0.00200 0.004 U
0.00100 0.00209
0.00100 0.00209
Units Rl.ig Dil
mg/kg U 2
mg/kg U 2
mg/kg U 2
ing/kg u 2
me�/kg U 2
n�g/kg U 2
mg/kg U 2
�„��:g u z
mg/kg U 2
me,/kg U 2
mg/kg U 2
mg/kg U 2
mg/kg U 2
mg/kg U 2
me,Jkg U 2
mgJkg U 2
mg/kg U 2
mg/kg U 2
mgJkg U 2
mg/kg U 2
mg�ke U 2
mg/kg U 2
mg/kg U 2
�»��;� u a
mg/kg U 2
m�kg [J 2
me,�kg U 2
mg/kg U 2
mg/kg U 2
mg/kg U 2
�„��:g u z
�» ��;� u 2
mg/kg U 2
mg/kg U 2
mgJkg U 2
mg/kg U 2
me,�kg U 2
�„��g u z
mg/kg U 2
mg/kg U 2
mg/kg U 2
me,/kg U 2
mg/kg U 2
mg/kg U 2
Page 62 oi 127
Finai 1.000
Certificate of Analytical Results 452174
F►•eese & Nichols, Iuc., Fort Woi•th, TX
Ft. Worth Central City Stocm Watec
Sample Id: I[enderson 3:4-(
Lab Sample Id: 452174-020
Ana(ytical Method: YOAs by S�V-84( 82GOI3
Date AnaL I I.14.12 18.13
Anal seq: 900932
P�rametcr
_ _. __
1,1,1,2-Tetrachloroethane
I , I ,2,2-Tetrachloroethane
Teirlchloroethylene
Toluene
I ,2,3= I'richlorobenzene
1,2,4-Trichiorobenzene
1,1,2-Trichloroeth�ne
i , I , I = I'richloroethlne
Trichloroethylene
Trichlorotluorome[hlne
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl Chloride
o-xyi��,e
m,p-Xylenes
Sin'ragate
Dibromofluoraneth�ne
1,2-Dichloroethane-D4
"I'oluene-D8
4-E3 romotl uorobenzene
'�` �:
��`� �W�,,,u
Matrix: Solid Sample Depth: 4- 6 ft
Date Collected: 1 L07.12 10.54 Da�e Received: 1 L08.12 16.41
_ _
%� Moist: 4.48 Prep Method: 5030B
An�lyst: SOP Date Prep: 1 1.14.12 15.00 '1'ech: SOP
Prep seq: G29994
CAS
Numbcr Resuit
630-20-6 U
79-3d-5 U
127-IS-4 U
108-85-3 U
87-61-6 U
120-82-I U
79-00-5 U
71-55-G U
79-01-6 U
75-69-4 U
��- i s-a u
95-63-6 U
ios-��-a u
75-01-4 U
�s-a�-� u
179601-23-I U
Analytical Method: Pereent ��loistin�e
Date AnaL• 1 1.12.12 12.41
Anal seq: 900G44
P:i r:� mcte r
Pcrcent �9aishu�c
% Rec
96
97
lll
99
DIQL
UnAdj
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
o.00soo
0.00200
o.00soo
0.0100
�9QL r�dj
o.o i oa
0.0 I 04
0.0104
0.0104
0.0104
0.0104
o.o i oa
o.o i oa
0.0104
0.0104
0.0104
0.0104
o.o i oa
0.00417
o.oioa
0.0209
111DL
UnAdj SDL Units Fl:ig Dil
_ _
0.00100 0.00209 mg/kg U 2
0.00100 0.00209 �»��� � 2
0.00100 0.00209 mg/kg U 2
0.00100 0.00209 �»f��b U 2
0.00100 Q00209 mg/kg U 2
0.00100 0.00209 mg/kg U 2
0.00100 0.00209 �»��b � 2
0.00100 0.00209 mg/kg U 2
0.00100 0.00209 �nP,/kg U 2
0.00100 0.00209 �»5��� U 2
0.000181 0.000377 �»€��b U 2
0.00100 0.00209 �»f��b U 2
0.00100 0.00209 mg/kg U 2
0.000400 O.00OS34 �»��S U 2
0_00100 0.00209 �ng/kg U 2
0.00200 0.00� i� �„��:� u z
Limits
53 - 142
5( - I50
70 - I 30
63-�SZ
Onits
%
%
%
%
I� I:ig
�� � � % Moist: Prep MeU�od:
Analyst: J[3U Date Prep: Tech: J[3U
Prep seq:
CAS �'1QL NIDL
Numbcr Result UnAdj MQLAdj U��p��� SDL Units G'lag Dil
_ _
�rNiois�r a.�s _ _ _ t.00 °io
Page 63 oi 127 Final 1.000
� Certificate of Analytical Results 452174 ��� �=
:�;,
Freese & Nichols, Inc., Fort Wortli, TX ~w u
Ft. Woi•th Central City Storm Water
Sample Id: Henderson 2:4-G N[aU•ix: Solid Sample Depth: 4- 6 ft
Lab Sample [d: d52174-021 Date Collected: 11.07.12 10.02 Date Received: I 1.08.12 16.41
r _
_.
� Anllyticaf Me�hod: Nfetals per ICI' by S��'84G 6010B % Moist: ll.G Prep Method: 3050B ��� ��
Date Anal: 1 1.12.12 14.26 Anal}�st: DAT Date Prep: 11. (2.12 07.30 Tecl�: DAT
Anal seq: 900755 Prep seq: 629762
CAS �[QL DIDL
Parameter Number Result UnAdj n'IQL Adj �J��p�{� SDL Units P'I.ag Dil
I' . _ _
_
Arsenic 7440-35-2 5.G2 0.500 0.510 0.165 p_�bg mg/kg I
B�rium 7440-39-3 dJ9 0.500 0.510 0.165 0.168 �»��g I
Cadmium 7440-43-9 1.d9 0250 0255 0.0750 0.0764 �»��g �
Chromium 7440-47-3 10,3 0250 0.255 0.0750 0.07�4 mg/kg I
Leacl 7439-92-1 126 0.600 0.611 0200 0.2pq mg/kg 1
Sel�r.isa:n 7752-49-2 0.257 O.S00 0.510 0.165 0.168 �»P��g �1 1
Silrcr 7440-22-4 0.131 0200 0204 0.0650 0_OG62 �»P��g �3J 1
' _
__ _ _
.
i ._
Analytical Method: �4crcury by S��'7471A % Moist: 11.6 Prep Method:
� Date AnaL• 11.15.12 11.5 f Analyst: DAT D1te Prep: I 1. I5.12 07.43 Tech: DAT
; An�l seq: 900953 Prep seq: (29980
�
�
( CAS �IQL NIDL
(
Parameter Number Result UnAdj �TQ� ���� UnAdj SDL Units ['I�g Dii
f.._. _._. _... .._. _... ..._ ...... .__ .__ ._.. ._.___ _._._. .__ .___._ _._. ...... .__..
' �4ercw• � 7439-97-6 OA490 0.0100 0.00301 0.00330 m k I
) 0.000993 � g
i
, . .. ... _. ._.. ...._ _... ._.. __... ........ ... .... .._. .._. ._.. .__._ .__. ..... ___ .__ ......
i Analytical Method: TPFI by Tesas1005 % Moist: 11.6 Prep Method: 1005
Dale Anal: 11.12.12 ll.43 Analyst: LGO Date Prep: 11.12.12 09.00 Tech: LEO
Anal seq: 900704 Prep seq: 629843
CAS �IQL MDL
Par�meter Number Residt UuAdj �'�QL Adj UnAdj SDL Units G'lag Dil
; . _ . _ _ . _.
,
CG-C 12 Gasoline Range Hydrocarbons PHC612 U 50.0 56.4 9.80 � �. � mg/kg U 1
C12-C28 Dicsel Rangc liycl�rocarbons PlICG102S d0.8 50.0 56.4 12.1 13.6 mg/kg J I
C28-C35 Oil Range H,yd�rocarbons PHCG283S 52.0 50.0 56.4 12.1 13.6 �p@/�g 1 1
Tot�l TPH 1005 PHC635 92.8 9.50 � �. � m�kg
Surrogatc % Rec Limits Units rlag
o=Cerphenyl 99 70- 130 %
1-Chlorooctane 104 70- 130 %
Page 64 of 127 Final 1.000
� � � �
o.
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Storm Water
S�mple Id: Hcnderson 2:d-6 Matris: Solid
Lab Sample [d: 4.52174-021 Date Collected: 11.07.12 10.02
.
An�lytical Method: �'OAs by S��'-8dG 82G0[3 % Moist: 1 I.6
Date Anal: 1 L13.12 19.36 Ana(yst: SOP Date Prep: ( 1.13.12 12.00
An�l seq: 9008(0 Prep seq: 629945
Pa ra mete r
_. _
Benzene
Bromobenzene
[3romochloromethane
[3romodichloromethlne
F3romoform
Methyl bromide
tert-Butylbenzene
Sec-I3uq�lbenzene
n-[3utylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chlorofornt
Metliyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopronyltoluene)
1,2-Dibromo-3-Chloropropine
Dibromochiorometh�ne
1,2-Dibromoethane
Methylene bromide
1,2-Dichiorobenzene
1,3-Dichlorobenzene
I ,4-0ichlorobenzene
DichlorodiFluoromediane
1,2-Dichloroethane
I,I-Dichloroethlne
h'ans-1,2-dichloroethylenc
cis-I ,2-Dichloroethylene
I, I -Dichloroethene
2,2-Dichloroprop2ne
1,3-Dichloropropane
1,2-Dichloropropane
tr�ns- I ,3-dichl oropropene
I,I-Dichloropropene
cis-1,3-Dichloropropenc
Gthylbenzene
He�achlorobutadiene
Isopropylbenzene
Methylene Chloride
MT'E3L'
Nlphth�lene
n-Prop}�Ibenzene
styrene
Cr�S
Numbcr Result
71-43-2 U
108-8G-I U
74-97-5 U
75-27-4 U
75-25-2 U
74-83-9 U
�s-o�-� u
135-95-3 U
104-51-8 U
56-23-5 U
108-90-7 U
75-00-3 U
C7-(iG-3 U
74-87-3 U
95-49-8 U
106-43-4 U
99-37-6 U
96-12-3 U
iza-as-i u
106-93-4 U
74-95-3 U
95-50-I U
541-73-I U
106-a6-7 U
75-71-3 U
107-06-2 U
75-34-3 U
156-60-5 U
156-59-2 U
75-35-4 U
59�4-20-7 U
142-28-9 U
78-87-5 U
100C1-02-G U
563-58-6 U
10061-01-5 U
100-41-4 U
87-68-3 U
98-82-8 U
75-09-2 U
I(34-04-4 U
9 I -20-3 U
103-65-I U
ioo-az-s u
MQL
UnAclj
0.00500
0.00500
0.00500
0.00500
0.00500
Q00500
o.00soo
0.00500
0.00500
0.00500
0.00500
Q0100
0.00500
0.0100
O.00S00
0.00500
0.00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
Q00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
o.00soo
�Ii�L ::cij
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
Q00561
0.00561
0.005C I
0.0112
0.00561
0.0112
0.00561
0.00561
O.00S61
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
0.005 G I
0.00561
0.00561
0.005(i I
0.00561
O.00S61
O.00S61
0.00561
0.00561
0.00561
0.00561
0.00561
0.00561
0.01 12
0.00561
o.o i i z
0.005( I
0.00561
��
�
Sample Deptli: 4- G ft
Date Received: I L08.12 16.41
___ _
Prep Met(�u�: 5030Q
Tech: SOP
�inL
UnAdj SDL
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.0p1 12
0.00100 0.00112
0.00200 0.00224
0.00100 0.00112
0.00200 0.00224
0.00100 0.00112
0.00100 0.00112
0.00100 p_pp � � 2
0.000877 p.ppp9g4
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 0.00112
0.00100 p.pp112
0.00100 p.p� � � Z
0.00100 0.00112
O.00I00 OA0112
0.00100 0.00112
0.00100 0.001 12
0.00100 0.00112
0.00100 0.00112
OA0100 0.00112
0.00100 0.00112
0.00100 p,pp� �2
0.00100 p,pp� �2
0.00100 p.pp � � 2
0.00100 0.00112
OAOI00 0.00112
0.00100 0.001 12
0.00400 0.00449
0.00100 0.00112
0.00200 o.00zza
�� ��� � �� 0.001 12
0.00100 0.00112
Units P'ing
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mp�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mp,/kg U
mg/kg U
mg/kg U
m�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
Dil
I
I
I
I
i
i
I
I
I
1
1
I
I
I
I
1
1
i
I
I
I
1
1
I
i
I
I
I
I
I
I
1
Page 65 of 127 Final 1.000
�' �
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Storm Water
���
'�� � � �'
,,�
Sample Ici: Henderson 2:4-G Matri�: Solid Sample Depth: 4- 6 ft
Lab San1p(e Id: 452174-021 Date Collected: (1.07.12 10.02 Date [teceived: 1 1.08.12 lE>.41
_ . _ _ . _ _ _
Analytica! Method: VOAs by S���-846 82GOI3
Date Anal: 11.13.12 19.36 Analyst: SOP
Anal seq: 9008G0
Par.�metcr
__ _
1,1,1,2= Cetrlchloroethane
1,1,2,2-Tetrachloroethane
'i'etrach I oroethyl ene
Toluene
1,2,3-Trichlorobenzene
I ,2,4-Trichl orobenzene
1,1,2-Trich�oroethane
1, I ,1-Trichloroethane
Trichloroethylene
Trichiorofluoromethane
1, 2,3-Trichl o ropropane
1,2,4-Trimethylbenzene
I ,3,5-Tri methyl benzene
Vinyl Chloride
o-Xylene
m,p-Xylenes
Surrogatc
DibromoFluoromethane
I ,2-Dichloroethane-D4
Toluene-D8
4-Bromotluorobenzene
Ana(ytical Method: I'crcent Moisture
Date Anal: 1 L12.12 t2.41
An�l seq: 900G44
Pa ra meter
_ _
Pereent \loisture
CAS
Number
630-20-6
79-34-5
127-1 A-4
108-38-3
87-61-6
120-82-I
79-00-5
71-55-6
79-01-6
75-69-4
96-18-4
95-63-6
108-67-8
75-01-A
�s-a�-�
179601-23-I
% Rec Limits Units P'lag
91 53 - 142 %
80 56 - 150 %
1 18 70 - I 30 %
109 68 - 152 %
% MOist:
Analyst: JBU Date Pre�:
Prep seq:
CAS �4QL
Number Residt ���p�j �'IQL Adj
. _
TMO[ST I1.G
Page 66 of 127
% Moist: 11.6 Prep Method: 5030[3
Date Prep: 11.13.12 I2.00 Tech: SOP
Prep seq: 629945
V�IQL MDL
Rcsult UnAdj �'IQL ��j [JnAdj SDL Ch�its �lag Dil
U 0.00500 0.00561 0.00100 0.00112 �»€/�� U �
U 0.00500 0.00561 0.00100 p.ap� �2 me,�kg U 1
U 0.00500 O.00SE>1 0.00100 0.00112 �pF��� � �
U 0.00500 0.00561 0.00100 0.00112 �»��g � �
U 0.00500 0.00561 0.00100 0.00112 �»��g U �
tJ 0.00500 0.00561 0.00100 0.00112 �»Y��g �1 �
U 0.00500 0.00561 0.00100 0.00112 mg/kg U I
U 0.00500 O.00S61 0.00100 0.00112 mg/kg U I
U 0.00500 0.00561 0.00100 0.00112 �»��� U �
U 0.00500 0.00561 0.00100 0.00112 �»��S � �
U 0.00500 0.00561 0.000181 0.000203 i»g��g U 1
U 0.00500 0.00561 0.00100 0.00112 �n��g �� �
U 0.00500 0.00561 0.00100 0.00112 mgfkg U I
U 0.00200 0.00224 0.000400 0.000449 �»Y��� U �
U 0.00500 0.00561 0.00100 0.00112 �»P��g � �
U 0.0100 0.0112 0.00200 0.00224 �p��� � �
Prep Med�od:
Tech: JF3U
MDL
UnAdj SDL Units P'lag Dil
t .00 %
Final 1.000
� ��
Certiiicate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. vJo��th Centcal City Storm Watec
'"`"'�
> p:
��
°�°` __._,,,�
S,imple IcL• [ienderson 1:4-G Matrix: Solid Sample Depth: 4- 6 R
Lab Sample Id: 45217d-022 Date Collected: I L07.12 09.45 Date Received: I 1.08.12 16.41
_ - -_ _ _
Ana(ytical Metllod: A�[etals per ICP by Sii'84G GOIOB % Moist: 16.8 P�ep Method: 3050B
Date AnaL 1 L 12.12 14.29 Analyst: DAT Date Prep: t L 12.12 07.30 Tech: DAT
An11 seq: 900755 Prep seq: G297G2
Par:tmetcr
Arsenic
13.i riu m
C:idmium
Chromiwn
Lcad
seleniun,
silver
c.as
Numbcr
.
7440-38-2
7440-39-3
7440-43-9
7440-47-3
7439-92-1
��sz-a�-z
��ao-zz-a
nf�� ntuL
Result UnAdj �'tQ���1 UnAdj SDL Units Plag Dil
___
_ _
3.00 0.500 0.578 0.165 p, � 9 � mg/kg I
83,0 0.500 0.578 0. I 65 p. � 9 � mg/kg I
O.d04 0250 0289 0.0750 p.pg(7 mg/kg 1
i5.d 0250 0289 0.0750 p,pg(�7 mg/kg 1
7.73 0.600 0.693 0.200 0.231 �»€/�f; �
U 0.500 0.578 0.165 0.191 ing/kg U I
U 0.200 0.231 0.0650 Q0751 �nY��b U I
__
._
__
Analytical Method: �4erew•y by S«'7471A % Moist: 16.8 Prep Method:
D�te AnaL ( I.15.12 1 L53 Analyst DAT Date Prep: 11.15.12 07.43 Tech: DA"C
Anal seq: )00953 Prep seq: 62))80
CAS A[QL AtDL
Par.imetcr Number Result UnAd,j �'iQL Acl,l UnE�dj SDL Units ['lag DiI
_
__ .
_
__
�4ercury 7439-97-6 U.0052d 0.0100 0.00374 0.00330 0.00123 �»��� �
_ _ _
Analytical Me[hod:�� � TPf [ b,y Texas1005 %� Moist: 1 G.8 Prep Method: 1005
Date AnaL• I 1.12.12 10.28 Analyst: L,GO Date Prep: I 1.12.12 09.00 Tech: L60
Anal seq: 900704 Prep seq: 62)843
c�s n�iQ� nro�
P�rameter Number Residf UnAdj ���QL ���� UnAd,j SDL Units P'I.ig Dil
CG-C 12 Gasoline Rangc f tydroca�bons PI IC612 U SOA 60.0 9.80 I l.g mg/kg U I
C12-C2S Diesel Range 1lydrocarbons PHCG1028 U SOA 60.0 12.1 �4,5 mg/kg U I
C28-C35 Oil R1nge Hydrocarbons PHCG2835 U 50.0 60.0 12J ��}.5 mg/k� U I
"Ibtal "CPhf IOOS PHC63S U 9.80 � �.g mg/kg U
Sw•�rogafc % I2cc l,imits Units
o-Terphenyl 98 70 -130 %
I-Chlorooctane 104 70 - 130 "/o
Page 67 of 127
Final 1.000
C'lag
San�ple Id: Hendeison 1:4-G
Lab Sample Id: d52174-022
Analytical Method: VOAs by 5���-84( 82G013
Date Anal: I L 14.12 18.36
Anal seq: 900932
Pa ra metc r
Benzene
I3romobeiizene
Bromochloromethane
Qromodichloromethane
Qromofonn
Methyl bromide
tert-E3utylbenzene
Sec-Butyibenzene
n-E3ut}�I benzene
Carbon Tetrachloride
Chiorobenzene
Chloroethane
Chioroform
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropylroluene)
1,2-Dibromo-3-Chloropropane
Dibromochloromethane
1,2-Dibromoethane
Methvlene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,2-Dichloroethane
i,l-Dichloroethane
trans-1,2-dichloroethylene
cis-1,2-Dichloroethylene
I, I -Dichloroethene
2,2-Dichloropropane
1,3-Dichloropropine
1,2-Dichloroprop�ne
trans-1,3-dichloropropene
(,t-Dichloropropene
cis-1,3-Dichloropropene
Gthylbenzene
Hezachlorobutadiene
Isopropylbenzene
Niethylene Chioride
M"T'[3E
Naphthalcne
n-Propylbenzene
Styrene
Certificate of Analytical Resuits 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Storin Water
Matrix: Soli�l
Date Collected: 11.07.12 09.45
Aitalyst: SOP
CAS
Number
71-43-2
108-86-I
74-97-5
75-27-4
75-25-2
74-83-9
9A-OG6
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
iz�-as-�
106-93-4
74-95-3
95-50-I
541-73-1
i o�-a�-�
75-71-8
107-06-2
75-34-3
156-60-5
156-59-2
75-35-4
594-20-7
I 42-23-9
78-87-5
10061-02-6
563-58-6
10061-01-5
100-41-4
87-63-3
9S-82-8
75-09-2
1634-04-4
91-20-3
103-65-t
i oo-az-s
Rcsult
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
U
U
U
U
% Moist: 16.8
Date Prep: 1 L(4.12 15.00
Prep seq: 629994
�1QL.
UnAdj �'1QL Adj
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
Q00500 0.0121
O.00S00 Q0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.0100 0.0241
0.00500 0.0121
0.0100 0.0241
Q00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
o.00soo o.oizi
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
o.00soo o.o i z i
0.00500 0.0121
0.00500 0.0121
Q00500 0.0121
0.00500 0.012I
0.00500 Q0121
O.00S00 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
0.00500 0.0121
O.00S00 0.0121
O.00S00 0.0121
0.0100 0.0241
0.00500 0.0121
o.oioo o.ozai
0.00500 0.0121
0.00500 0.0121
��`_`�`� �':
�`� .
��
�
Sample Depth: 4- 6 ft
Date Received: 11.08.12 16.41
Prep Method: 5030[3
Tech: SOP
�IDL
ilnAc(j
0.00100
0.00100
0.00100
O.00I00
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00100
0.00100
0.00100
0.000877
o.00 i o0
0.00100
0.00100
0.00100
0.00100
o.00 i o0
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00 t 00
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00400
0.00I00
o.00zoo
0.00100
0.00100
Page 68 of 127
SDL
o.00za i
0.00241
0.00241
0.002�t i
0.00241
0.0024 i
G.00241
o.002a�
0.00241
0.00241
o.00za i
0.00483
0.002�} 1
O.00�I83
0.00241
o.002a i
0.00241
0.00212
0.00241
0.00241
0.00241
o.002a i
o.00aai
0.00241
0.00241
0.00241
0.00241
0.00241
0.00241
o.00zai
o.002a �
o.00aa �
0.00241
0.00241
0.00241
0.00241
0.00241
0.00241
o.00zai
0.00965
0.00241
0.00483
0.00241
o.00za�
Finai 1.000
Units �I�g
mg�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg�kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
m�/kg U
mg/kg U
mgJkg U
mg/kg u
mg/kg U
mg/kg U
mg/kg U
mgJkg U
mg/kg U
mg/kg U
mg/kg U
me,Jkg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
mg/kg U
me„/kg U
mg/kg U
mg/kg U
mgJkg U
mg/kg U
mg/kg U
mg/kg U
mu�kg U
mg/kg U
n,g/kg u
mg/kg U
mg/kg U
Uil
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
* Cei•tiiicate of Anatytical Results 452174 �''�� ��
`�� A�..,,.�
Freese & Nichols, Inc., Fort Worth, TX
Ft. Wocth Centcal City Storm Watec
Santple Id: Hcnderson 1:�1-G
Lab Sample [d: 45217d-022
_ _
Analytical Method: `,'�As by S1�'-84G 8260I3
D1te An11: I 1.14.12 18.36
Anal seq: 900932
Paramctcr
1,1,1,2-Tetrachloroelhlne
I,1,2,2-Tetrachloroethlne
Tetrachloiaethylene
Toluene
1,2,3=Crichlorobenzene
(,2,4-Trichlorobenzene
1,1,2-'I'richloroethane
I,I,I-Trichloroethane
Trichloroethylene
Trichlorofluoromethane
I ,2,3-Trichloropropane
1,2,4Trimethylbenzene
1,3,5-Trimethyibenzene
Vinyl Chloride
o-\ylene
m,p-Xylenes
Surrog.itc
Dibromolluoromethane
1,2-Dichloroethlne-D4
Toluene-D3
4-[3romo�luorobenzene
Matri�: Solid Sample Depth: 4- 6 ft
D�te Collected: ( I.07.12 0).45 Date Received: 11.08. l2 16.�F t
.
._ . .
% Moist: 16.8 Prep Metllod: 50308
Analyst: SOP Date Prep: ( L 14.12 I5.00 Tech: SOP
Prep seq: 629994
ct�s
Number
630-20-6
79-34-5
i a�-i s-a
108-88-3
87-61-6
120-82-I
79-00-5
71-55-6
79-01-6
�s-��-a
96-18-4
95-63-6
I 0&(7-8
�s-o i -a
95-47-6
I79601-23-1
n�Q� �tn�
Rcsult UnA<Ij �'[QL Aclj LfiAdj
U 0.00�00 0.0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 Q0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 0.0121 0.00100
U 0.00500 0.0121 0.000181
11 O.00S00 0_0121 0.00100
U O.00S00 0.0121 0.00100
U 0.00200 0.00483 0.000400
U 0.00500 0.0121 0.00100
U 0.0100 0.0241 0.00200
°/� Rec Limits
90 53 - 142
9a S6 - I 50
109 70 - I 30
105 63 - I 52
sn�, u���ts ri,,b rni
.
0.00241 �p��S U 2
0.00241 �»��� U 2
0.002d1 �»��S U Z
o.00zai �»J�� � z
0.00241 �»��� U 2
0.00241 �ng/kg U 2
0.00241 �ng/kg U 2
0.00241 �n��� U 2
0.00241 �»��€ U 2
0.00241 ing/kg U 2
0.000437 �»£��S U 2
0.00241 in�kg U 2
0.00241 �»��� U 2
0.000965 �n��6 U Z
0.00241 �»�/�6 U 2
0.00483 �ng/kg U 2
Units
%
%
°/u
%
P'lag
_
Analyticzii Method: Percent n�loisture `% Moist: Prep Method:
Date AnaL I L 12.12 (2.41 An�lyst: JQU Da�e Prep: Tech: JQU
Anal seq: 9Q0(>44 Prep seq:
CAS n4QL �9DL
Parameter Nwnber Result UnAdj �'iQL Adj ����p�� SDL Units ['la�g Dil
_
Percent �4oisture 'fMOIS"C 1G.8 I.00 %
Page 69 of 127 Finai 1.000
Certificate of Analytical Results 452174
Freese & Nicl�ols, Inc., Fort Worth, TX
Ft. Worth Central City Stor�1� Watec
Sample Id: 6297G1-1-I3LK Matrix: Solid
Lab Sample Id: 629761-1-I3LIC Date Collected:
_
Analytical Method: �[etais per ICP by S��V846 G0106 �� � % Moist: ��
Uate Anal: 1 I.12. l2 1 I.34 Analyst: DAT Date Prep: 1 1.12.12 07.00
An11 seq: 90065G Prep seq: 6297G 1
��� �:
Samp(e Deptli:
Date Received: I 1.08.12 16.41
Prep Method: 3050B
Tech: DAT
� :�� S n�tQL ��IDL
Parameter Number Resu(t UnAtl,j �'IQL Aclj UnAelj SDL Units P'lag . Dil
Arsenic 7440-33-2 U O.S00 0.500 . 0.165 . 0.165 �»��� U i
Barium 7440-39-3 U 0.500 0.500 0.165 0.165 �pP��b U �
Cadmium 7440-43-9 U 0250 0250 0.0750 0.0750 �»�kg U 1
Chromitun 7440-47-3 U 0.250 0250 0.0750 0.0750 �»��b U �
Lead 7439-92-1 U Q600 0.600 0.200 0200 �n�tig U I
Selenium 7782-49-2 U 0.500 0.500 0.165 0.165 �p��g U 1
Silver 7440-22-4 U 0.200 0200 OA6�0 0.0650 �»��g U 1
Sample Id: G2)7(2-1-I3LIt Matrix: Solid Sample Depth:
Lab Sample Id: G297G2-1-BLK Date Collected: Date Received: 11.08.12 16.41
. __ _
. _
Analytical Method: Nfetals per ICP by SW84G GOIOB % Moist: Prep Metl�od: 3050[3 �����
Date Anal: 1 L( 2.12 13.08 Analyst: DAT Date Prep: 1 l.12.12 07.30 Tech: DAT
Anal seq: 900755 Prep seq: 629762
PTrameter
.
Arsenic
Barium
Cadmium
Chromium
Lead
Selenium
Sih�er
CAS
Number
__
7440-38-2
7440-39-3
7440-43-9
7440-47-3
7439-92- I
7782-49-2
�aao-aa-�
AIQL
Result UnAdj �'IQL Adj
U O.S00 0.500
U O.S00 0.500
U 0250 0.250
U 0250 0250
U 0.600 0.600
U 0.500 0.500
u o.zoo 0.200
Page 70 of 127
MDL
UnAdj
0. I 65
0.165
0.0750
0.0750
0200
0.165
0.0650
SDL Units P'lag Dil
0.165 tng/kg U I
0.165 mg/kg U 1
0.0750 ���g/kg U I
0.0750 �»@/�g U I
0.200 �ng/kg U 1
O.1E5 »>��g U 1
0.0650 �»��� U �
Finai 1.000
�
Certificatie of Analytical Results 452174
Freese & Nicliols, Inc., Fort Wortli, TX
Ft. Worth Central City Stocm Water
3�; �`� �'.
�� �,,,�
Sample Id: G29778-1-13L1{ Matrix: Solid Sample Depth:
Lab Sample Id: 629778-1-I3L[C Date Collecled: Date Received: I 1.08.12 1G.41
_
_ _ _ _
_ ..
Analytical Methocl: TPE[ b��'Cc�as1005 %Moist: Prep Methu�: 1005
Date Anal: I I.09.12 19.23 Aualyst: LEO Date Prep: 1 I.09.12 14.00 Tech: LEO
Anal seq: 900639 Prep seq: 629778
c,�s n�Q� �►��
Parameter Number Resu(t UuAdj �i�� Acij Unr�dj SDL Units GI�g Dil
..C6-C12 Cinsolinc Rangc Ilydrocmbuns PHCC12 . U 50.0 50.0 . 9.50 .9.80 ntg/kg U I
C12-C23 Diesel Range [(ydrocarbons PHCG1028 U 50.0 50.0 12.1 �2.� mg/kg U I
C28-C35OilRangeHydrocarbons PIiCG2835 U 50.0 50.0 12.I �2.� mg/kg U I
Sw�rog.itc "/o Rec Limits Units rlag
o-"I'erphenyl 93 70 - I 30 %
I-Chlorooctane 99 70 - 130 °/u
Sampte IcL• G29843-1-BL[C Matrix: Solid Sample DepU�:
Lab Sample [d: G29843-t-I3LK D�te Collected: D1te Received: 1 L08.12 16.41
Analytica( Method: � 'TPH b,y Texas1005 � � � � �� � � �� � `%� Moist: Prep Methotl: 1005
Date Anal: I I.12.12 09.50 An�fysL LGO Date Prep: I I.12. I2 09.00 Tech: LEO
nnal seq: 900704 Prep seq: 629843
CAS �4QL N1UL
Parameter Number Result UnAdj �'IQL Atlj Unr�d,j SDL Units Gl�ig Dil
__
_
_ _
CG-C12 Gnsoline Range liydrocarbons PI IC612 U �OA 50.0 9.80 9.gp ntg/kg U I
C12-C28 Diesel Range H}�drocarbons PHCG1028 U 50.0 50.0 12.1 �2,� mg/kg U 1
C28-C35 OiI R�nge Hydrocarbons PHCG2835 U 50.0 50.0 12.1 � 2. � mg/kg U I
Sw•rogatc %� Rcc Limits Units �I;�g
o-"Cerphenyl 90 70 - I 30 %
I-Chlorooctnne 98 70 - 130 %
Sample Id: G2')849-1-BLI� M�tria: Solid Sample Deptli:
Lab Sample Id: C29849-1-I3LIC U�te Collected: D�te Received: 1 L08.12 1G.41
Analytical Method. A�Icrcin•y by S�\'7�71A % Moist: Prep Method:
Date Anal: I L 13. I2 l L35 Analyst: DAT Date Prep: I I.13.12 07.45 Tech: DAT
An11 seq: 900748 Prep seq: (29849
CAS �4QL n9UL
Pairameter Number Rcsult UnAdj �'��� ������ Unr�dj SDL Units Cl�g Uil
Mercun� 7439-97-6 _ U 0.0100 0.00333 0.00330 0.00110 mg/kg U I
Page 71 of 127 Final 1.000
��
�,
Certiiicate of Analytical Results 452174
Freese & Nict�ols, Inc., Fort Worth, TX
Ft Worth Central City Srocm Water
��'�
�� ��
Sample Id: G29878-1-I3LK Matrix: Solid Sample Depth:
Lab Sample Id: G29878-1-BLI< Date Coliected: Date Received: 1 L08.12 Ifi.41
. _.
_
Analytical Method: VOAs by S\V-84( 82G(1[3 % Moist: Prep Method: 5030B
Date AnaL• I L(2.12 13.33 Anal}�st: SOP Date Prep: I 1.12.12 13.30 Tech: SOP
Anal seq: 900753 Prep seq: 629878
Parameter
__ ___
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromofonn
Methyl bromide
tert-Butylbenzene
Sec-I3utylbenzene
n-Butylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chlorofonn
Methyl Chloride
2-Chloroto(uene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
I ,2-Dibromo-3-Chloropropane
Dibromochloromethane
I ,2-D i bromoethane
Methylene Uromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Diehlorodifluoromethane
1,2-Dichloroethane
I, I-Dichloroethane
trans-1,2-dichloroethylene
cis-1,2-Dichloroethylene
I,l-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 ChlorSde
MTQG
Naphthalene
n-Propylbenzene
Styrene
CAS
Number
71-43-2
IOS-86-1
74-97-5
75-27-4
75-25-2
74-83-9
98-06-6
135-98-8
� oa-s i -a
56-23-5
103-90-7
75-00-3
67-66-3
74-87-3
95-49-8
106-43-4
99-87-6
96-12-5
124-48-I
10G-93-4
74-95-3
95-50-1
541-73-I
106-46-7
75-71-5
107-06-2
75-34-3
I 56-60-5
I 5659-2
75-35-4
594-20-7
142-28-9
78-87-5
10061-02-6
563-58-6
1006 I -0 I -5
ioaai-�
87-63-3
95-82-Ei
75-09-2
1634-04-4
91-20-3
103-65-1
I 00-�12-�
Result
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
iJ
U
u
U
U
U
U
U
U
U
�IQL
UnAdj
0.00500
0.00500
0.00500
O.00S00
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
o.00soo
0.00500
0.00500
0.0100
0.00500
0.0 I 00
0.00500
0.00500
Page 72 of 127
�1QL Adj
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
O.00S00
0.00500
0.00500
0.00500
o.00soo
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
A�iDL
UnAdj SDL Units ['lag
0.00100 0.00100 �»��S U
0.00100 0.00100 �»��g U
0.00100 0.00100 �»�ti� U
0.00100 Q00100 mg/kg U
0_00100 0.00100 �ng/kg U
0.00100 0.00100 �ng/kg U
0.00100 0.00100 �i�€J�g U
0.00100 0.00100 mg/kg U
0.00100 0.00100 �»��g U
0.00100 0.00100 �»P��g �1
0.00100 0.00100 mg/kg U
0.00200 0.00200 �»��g U
0.00100 0.00100 �»P��g �1
Q00200 0.00200 �»��g U
0_00100 0.00100 �ng/kg U
0_00100 0.00100 �n€��� U
0.00100 0.00100 mP�kg U
O.00OS77 0.000877 �n��g U
0.00100 0.00100 �»��g U
0.00100 0.00100 �ng/kg U
0.00100 0.00100 �ng/kg U
0.00100 0.00100 �»��g �1
0.00100 0.00100 mg/kg U
0.00100 0.00100 �n�/kg U
0.00100 0.00100 �n��g U
0.00100 Q00100 mg/kg U
0.00100 0.00100 �»P��g U
0.00100 0.00100 �»��g U
0.00100 0.00100 �n��g U
0.00100 0.00100 �ng/kg U
0.00100 0.00100 �ng/�g U
0.00100 0.00100 �»��� U
0.00100 0.00100 �ng/kg U
0.00100 0.00100 mgJkg U
0.00100 0.00100 mg/kg U
0.00100 0.00100 �»��� U
o.00�oo o.00ioo �n��s �
0.00100 0.00100 mg/kg U
0.00100 0.00100 �pP��g �
O.00d00 0.00400 �pP��g U
0.00100 0.00100 mg/kg U
0.00200 0.00200 �»P,��g U
0.00100 p,pp�pp mg/kg U
0.00100 0.00100 i»@/�b U
Final 1.000
Uil
I
1
1
I
I
I
I
1
1
1
I
I
1
1
1
1
I
I
I
1
i
t
I
I
I
I
I
l
1
1
I
1
I
I
I
I
i
I
I
I
I
I
I
I
� Certificate of Analytical Results 452174 �#'�� ���
��` �W ,,,,.
Freese & Nichols, Inc., Fort Worth, TX
Ft. Woctll Cenh•al City Storn� Water
S�mple Id: G2')878-1-I3LIC
Lab Sample Id: G29878-1-I3LK
Ana(ytical Method: VOAs by S�1' 046 82G0[3
D�teAnaL• 11.(2.1213.33
An�l seq: 900753
['arametcr
_._
1,1,1,2-Tetr�chloroethane
I , I ,2,2= I'eUachioroethane
Tetrachloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4=1'richlorobenzene
I, f,2-Trichloroeth�ne
I,l,l-Trichloroethane
Trichloroethylene
Trichlorofluoromelhlne
I ,2,3-Trichloropropane
1,2,4-Trimethylbenzene
i ,3,5-Tri methyl benzene
Vinyl Chloride
o-�ylene
m,p-Aylenes
surrogarc
Dibromofluoromethane
1,2-Dichloroe[hane-D4
Toluene-D8
4-[3romofluorobenzene
Matris: Solid
Date Co(lected:
Analyst SOP
CAS
Number
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-I
79-00-5
71-55-6
79-01-6
75-69-4
��-i s-a
95-63-6
108-67-8
�s-o i -a
95-47-6
179601-23-i
Residt
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
�ia a��
93
93
101
101
% MOISt:
Date Prep: 11.12.12 13.30
Pcep seq: G29878
btQL
UnAdj �'IQL Adj
_ _
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 O.00S00
0.00500 0.00500
0.00200 0.00200
O.00S00 0.00500
0.0100 0.0100
Sample Depth:
Date Received: 11.08.12 16.41
Prep Method: 5030B
Tech: SOP
NIDL
UnAdj SDL Units P'I�g Uit
___ _.___
0.00100 0.00100 �»��� U I
0.00100 0.00100 �»��g U I
0.00100 0.00100 �»��g U I
Q00100 0.00100 mnJkg U 1
0.00100 0.00100 ing/kg U i
0.00100 0.00100 �»��b U �
0.00100 0.00100 �ng/kg U I
0.00100 0.00100 �»�kg U I
0.00100 0.00100 mg/kg U 1
0.00100 p.pp�pp mg/kg U I
0.000181 0.000181 �»S��b U �
0.00100 0.00100 �ng/kg U I
Q00100 0.00100 mg/kg U 1
0.000400 0.000400 �»��� U 1
0.00100 0.00100 mg/kg U i
0.00200 0.00200 �»g/�€ U I
Limits
53 - 142
56 - I 50
70 - I 30
68 - I 52
Units
%
%
%�
°/�
ri:�a
Page 73 of 127 Final 1.000
� ,' f �
. � .. '� . f .. � .�
Certificate of Analytical Results 452174
I+reese & Nichols, Inc., Fort Worth, TX
Ft. Worth Cenh�al City Storm Water
Satnple Id: G29945-1-BLK Mltrix: Solid
Lab Sample Id: 629945-1-I3L[{ D1te Collected:
Analytical Met(iod: VOAs by SW-84G 82(OB % Moist:
Date Anal: 11.13.12 14.1�1 Anal}�st: SOP Date Prep: 11.13.12 12.00
Anal seq: 9ppg(�0 Prcp seq: 629945
Parameter
Benzene
[3romobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Methyl bromide
tert-But}�Ibenzene
Sec-Buty(benzene
n-Butylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Methyl Chloride
2-Chiorotoluene
4-Chlorotoluene
p-Cymene (p-[sopropyltoluene)
I ,2-Dibromo-3-Chloropropane
Dibromochloromethane
1,2-Dibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodi fl uoromethane
1,2-Dichloroethane
1,1-Dichloroethane
trans-1,2-dich(oroethylene
cis- I ,2-Dichioroethylene
I,I-Dichloroethene
2,2-Dichloropropane
1,3-Dichioropropane
1,2-Dichloroprop�ne
trans-1,3-dichloropropene
I , I -D ichloropropene
cis-1,3-Dichioropropene
Ethylbenzene
Hexaehlorobut�diene
Isopropylbenzene
Methylene Chloride
M'ft3E
N�phthalene
n-Propylbenzene
Styrene
CAS
Nim�ber
71-43-2
108-86-i
�a-��-s
�s-z�-a
75-25-2
74-33-9
98-06-C>
135 �)8-8
i o�-s �-s
56-23-5
108-90-7
75-00-3
67-G6-3
74-87-3
�s-a�-s
106-43-4
99-57-6
96-12-8
124-48- I
106-93-4
74-95-3
95-50-I
541-73-1
I 06-46-7
75-71-8
I 07-06-2
75-34-3
I 56-60-5
I 56-59-2
75-35-4
s�a-zoa
142-28-9
�s-s�-s
10061-02-6
563-58-6
I 0061-01-5
I00-41-4
87-68-3
9&82-8
75-09-2
1634-04�1
91-20-3
103-6S-i
100-42-5
Res�dt
U
U
U
u
U
U
U
U
u
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
tJ
U
U
U
�tQL
UnAdj
0.00500
0.00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
o.00soo
O.00S00
0.00500
0.0100
0.00500
0.0100
o.00soo
0.00500
0.00500
o.00soo
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
Q00500
0.0100
0.00500
0.00500
Page 74 of 127
�H�� �:
�
�� �
r�
Sample Depth:
Date Received: I 1.08.12 16.41
Prep Method: 5030Q
Tecl�: SOP
��tUL
MQLAdj UnAdj SDL Units P'lag
0.00500 0.00100 0.00100 �»��� U
0.00500 0.00100 p_�p�pp mg/kg U
0.00500 0.00100 0.00100 �»��� U
0.00500 0.00100 0.00100 �»€/�g U
o_oosoo o.00ioo o.00ioo �n��g �
0.00500 0.00100 0.00100 �nP��b �
O.00S00 0.00t00 p_p���p mg/kg U
O.00S00 0.00100 0.00100 �»��g U
0.00500 0.00100 0.00100 �»€��g �
o.00soo o.00ioo o.00ioo �»J�g U
O.00S00 0.00100 0.00100 ���P��g U
0.0100 0_00200 0.00200 mg/kg U
0.00500 OA0100 p.�p�pp mg/kg U
0.0100 0.00200 0.00200 �n��g U
o.00soo o.00loo o.00ioo �p�/�� �
o.00soo o.00�oo o.00�oo �„��g u
0.00500 0.00100 0.00100 �»��g ��
o.00soo o.000s�� o.000s�� �»��g U
0.00500 0.00100 0.00100 �n@/�g U
O.00S00 0.00I00 0.00100 �»P��€ U
0.00500 0.00100 0.00100 �»P��� ��
0.00500 0.00100 0.00100 �»��g �1
0.00500 0.00100 0.00100 �nY,��g U
0.00500 0.00100 0.00100 �n@/kg U
0.00500 0.00100 p.pp�pp mg/kg U
0.00500 0.00100 0.00100 �n��g U
0.00500 0.00100 0.00100 �»��g U
0.00500 0.00100 0.00100 �n��g U
0.00500 0.00100 0.00100 �nP��g U
0.00500 0.00100 0.00100 �»€/�g U
0.00500 0.00100 0.00100 �»Y��� U
0.00500 0.00100 0.00100 �p��� U
0.00500 0.00100 0.00100 �n��g U
0.00500 0.00100 0.00100 �n��g U
0.00500 0.00100 0.00100 �»P��� U
0.00500 Q00100 0.00100 �»€l�g U
0.00500 0.00100 p.p0�pp mg/kg U
0.00500 0.00100 0.00100 ing/kg U
0.00500 0.00100 0.00100 ing/kg U
Q0100 0.00400 0.00400 mg/kg U
0.00500 0.00100 0.00100 �»��� �1
0.0100 0.00200 0.00200 �»��� U
0.00500 0.00100 0.00100 mg/kg U
O.00S00 0.00100 O.U0100 �p@/�g U
Finai 1.000
Dil
I
I
1
i
I
1
1
I
i
1
t
I
I
1
�
1
I
I
1
i
I
I
I
I
t
I
I
1
1
1
1
I
I
I
1
1
1
I
I
I
I
I
I
I
Certificate of Analytical Results 452174
Freese & Nicliols, Iuc., Fort Wor•th, TX
Ft. Woi•th Central City Stornl Watec
S�mple Icl: G2))d5-1-I3LIC MaU•ia: Solid
Lab Sample Id: 629945-1-13L[C D1�e Col(ected:
_ _ _--
_ __
Analytical Methcd: VOAs by S�1'-SdG 82GOI3 % Moist:
Date Anal: I 1.13.12 14.14 AnalysL• SOP Date Prep: 11.13.12 12.00
Anal seq: 900860 Prep seq: 629945
Par�metcr
1,1,1,2-'Petrnchloroethane
1,1,2,2-Tetrachloroethane
Tetr�chloroethylene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
i ,1,2= I'rich loroethane
I , I ,1-Trichloroethane
Trichloroeth}�lene
TrichloroFluorometh�ne
(,2,3-Trichloropropnne
1,2,4-Trimethylbenzene
I ,3,5= Cri methyl benzene
Vinyl Chloride
o-Xylene
m,p-\ylenes
surrog�rc
DibromoFluoromethane
I ,2-Dichloroethane-D4
Toluene-D8
4-f3romotl uorobenzene
CAS
Number
630-20 G
79-34-5
i a�-i s-a
I 03-88-3
37-61-6
120-82-I
79-00-5
71-55-G
79-01-6
7S-C9-4
9G-18-4
9�-63-6
t os-c �-s
�s-o i -a
95-47-6
179601-23-I
Result
U
U
u
U
U
U
U
U
U
U
U
U
U
u
U
U
�i� a��
91
sa
III
97
�IQL
UnAd.l
0.00500
0.00500
o.00soo
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
o.00zoo
0.00500
0.0100
�4QL Adj
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
Q00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00200
O.00S00
0.0100
���
Sample Depth:
Date Received: 11.08.12 16.41
.___
Prep Method: 5030B
Tech: SOP
�IDL
UnAdj SDL
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00100 0.00100
0.00018 � 0.000 I 8 I
0.00100 0,00100
0.00100 0.00100
o.000�oo o.000aoo
0.00100 OA0100
0.00200 p.pp2pp
Limits
53 - 142
56 - I 50
70 - 130
68 - 152
Units
%
%�
%
%
Units P'lag Dil
mg/kg U I
mg/kg U 1
mg/kg U t
mg/kg U I
m�kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
mg/kg U I
m�kg U I
me,/kg U I
mg/kg U 1
�» ��;� u i
m€/kg U I
mg/kg U I
r�:��
S�mple (d: G29980-i-[3LK Matria: Solid S�mplt; Depth:
L7b Sample [d: (29980-1-[3LIC Date Collected: Date Receivecl: l 1.08.12 16.41
Arril}�tical Method: �9crcury by S��V7471r� %Moist: Prep Method:
Dale Anal: I I. I5. I 2 I L t G AnalysL DAT Da�e Pre�: I L l5. I 2 07.43 Tech: DAT
Anal seq: 900953 Prep seq: 629980
c��s n�Q�
Pfirametcr Numbcr Rcsidt UnAdj �'tQl,Adj
Merouq, 7439-97-6 U 0.0100 0.00333
�7DL
UnAdj SDL Units Flag Dil
0.00330 0.00110 �n�Jkg U I
Page 75 of 127 Final 1.000
� �
_
Cer•tificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Wortll Central City Storm Water
Sample [cL• G2'))94-1-BLl{ Matris: Solid
Lab Sample Id: G29)94-i-[3LIC Date Collected:
Analytical Method: VOAs by S�1'-8dG 82G0[3 % Moisr
Date AnaL• l 1.14.12 16.22 Analyst: SOP Date Prep: 11.14.12 15.00
Anal seq: )00932 Prep seq: 629994
P�ramcter
__
E3enzene
[3romobenzene
Bromochloromethane
[3romod ichl oromethane
E3romoform
Methyl bromide
tert-Butylbenzene
Sec-Butylbenzene
n-[3utylbenzene
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chlorofonn
Methyl Chloride
2-Chlorotoluene
4-Chlorotoluene
p-Cymene (p-Isopropyltoluene)
1,2-Dibromo-3-Chloropropane
Dibromochloromethane
I ,2-Dibromoethane
Methylene bromide
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichiorodifluoromethane
1,2-Dichloroethane
l,l-Dichioroethane
trans-1,2-dichloroethylene
cis- I ,2-Dichloroethylene
1, t -Dichloroethene
2,2-Dichloropropane
I ,3-Dichloropropane
1,2-Dichloropropane
trans-1,3-dichloropropene
I, I-Dichloropropene
cis-1,3-Dichloropropene
Ethylbenzene
Heaachlorobutadiene
Isopropylbenzene
Methylene Chioride
Nrrac
Naphthalene
n-Propylbenzene
St}�rene
SDL Units P'lag Dil
0.00100 mg/kg U �1
o.00ioo �p��� � �
Q.Q��QQ It1gII�g U �
0.00100 ing/kg U I
0.00100 �»��� U I
0.00100 mg/kg U I
0.00100 �n��g U I
0.00100 �»��g U I
0.00 t 00 ing/kg U 1
0.00100 �»��g U i
0.00100 �»��g �� �
0.00200 �»��g U I
0.00100 �»��g U I
0.00200 �n��g U I
0.00100 �»F��� U I
0.00100 �ng�kg U 1
0.00100 �»@/�g U 1
o.000s�� �n�/�:� u �
0.00100 mg/kg U 1
0.00100 �n��g U I
0.00100 �»P��� U I
0.00100 �»��g U I
0.00100 �»P��g U I
0.00I00 �»g/�S U �
0.00100 �»��S U �
0.00100 �»F��g U �
0.00100 �»��� � 1
0.00100 ing/kg U I
0.00100 �»��g U �
0.00100 �nP��g U �
0.00100 m�kg U I
0.00100 �»��S U 1
0.00100 mg�kg U !
0.00100 �pP,��g U �
0.00100 �»��g U I
0.00100 �»��g U I
0.00100 m�/kg U I
0.00100 �»P��� U I
0.00100 �ng/kg U I
o.00aoo �n��� u i
o.00 � oo �n��g u i
0.00200 �p��� U I
0.00100 �»��S U �
0.00100 mg/kg U I
Page 76 of 127 Final 1.000
C:+S
Numbcr Result
71-43-2 U
�os-xb-i u
74-97-5 U
%5-2%-4 U
75-25-2 U
74-83-9 U
98-06-( U
135-98-8 U
10A-51-8 U
56-23-5 U
t 08-90-7 U
75-00-3 U
67-66-3 U
74-87-3 U
95-49-3 U
10(-43-4 U
99-87-6 U
96-12-S U
124-43-1 U
106-93-4 U
74-95-3 U
95-50-1 U
541-73-I U
106-46-7 U
75-71-3 U
107-06-2 U
75-34-3 U
156-60-5 U
156-59-2 U
75-35-4 U
594-20-7 U
142-28-9 U
78-87-5 U
10061-02-C> U
563-58-6 U
I 006 I-0 I-5 U
100-41-4 U
87-68-3 U
98-82-8 U
75-09-2 U
i�3a-o�-a u
91-20-3 U
103-65-I U
100-42-5 U
DIQL
UnAdj
0.00500
o.00soo
0.00500
0.00500
O.00S00
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
0.00500
0.0100
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
O.00S00
O.00S00
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
o.00soo
0.0100
Q00500
0.00500
�IQL Adj
O.00S00
o.00soo
0.00500
0.00500
0.00500
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.0100
O.00S00
0.0100
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
O.00S00
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
0.00500
O.00S00
0.00500
O.00S00
O.00S00
O.00S00
0.0100
o.00soo
0.0100
O.00S00
0.00500
�,�.�
�� �'
Sample Depth:
Date Received: 11.08.12 1G.41
Prep MeUiod: 503013
'i'ech: SOP
I1IDL
CfiAdj
0.00100
o.00 i o0
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00200
0.00100
0.00200
0.00100
0.00100
0.00100
o.000s��
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
0.00100
o.00aoo
o.00�oo
0.00200
0.00100
0.00100
Certificate of Analytical Results 452174
Freese & Nichols, Inc., Fort Wortli, TX
Ft. Worth Central City Stoc�n Water
iA.��
�,� �.
�� A��,�,.
S�mple Itl: G29994-1-[3LK Matrix: Solid Sample Depth:
Lab Sample Id: G2999d-1-BLI{ Date Collected: Date Received: 11.08.12 16.41
Analyticll Method: . VOAs by S�V-84( 82�OE3 %� Moist: Prep Method: 50308
Da�e AnaL• I 1.14.12 16.22 Analyst: SOP Date Prep: I L 14.12 15.00 Tech: SOP
Ana( seq: 900932 Prep seq: 629994
Parametcr
i , I ,1,2-7'etrachloroethane
1,1,2,2=I'etrachloroethane
TetrachloroeNiylene
Toluene
1,2,3=I'richlorobenzene
1,2,4-Trichlorobenzene
1,1,2=1'richloroethane
I, I , I -Trichloroethane
Trichloroethylene
Trichlorofl uorometh�ne
t,2,3-Trichloropropane
1,2,4=I'rimethylbenzene
1,3,5-T'rimethylbenzene
Vinyl Chloride
o-\ylene
m,p-,l'ylenes
ct�s
Numbcr Result
630-20-6 U
79-34-5 U
127-18-4 U
IOS-88-3 U
87-61-G U
120-82-I U
79-00-5 U
71-55-6 U
79-01-6 U
�s-c�-a u
��-i s-a u
95-63-6 U
108-67-8 U
75-01-4 U
95-47-G U
179601-23-I U
nTQ�
UnAdj :�Ii1L Adj
0.00500 0.00500
0.00500 O.00S00
0.00500 0.00500
0.00500 0.00500
O.00S00 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00500 0.00500
0.00200 0.00200
0.00500 O.00S00
0.0100 0.0100
�1DL
UnAdj SDL Units P'lag Dil
_ .
0.00100 0.00100 mg/kg U 1
0.00100 0.00100 �»�kg U 1
0.00100 0.00100 �»�/kg U I
0_00100 0.00100 �»��S U I
0.00100 0.00100 �p€��� � �
0.00100 0.00100 �»�hg U 1
0.00100 0.00100 �»�J�� U 1
OA0100 0.00100 �»�kg U I
0.00100 0.00100 �»P��g U I
0.00100 0.00100 �ng/kg U 1
0.000181 0.000181 �»P��� U I
0.00100 0.00100 mg/kg U I
0.00100 0.00100 mp,/kg U I
0.000400 0.000400 �»S��& U �
0.00100 0.00100 me�/kg U I
0.00200 p.p02pp mg/kg U I
Surrogatc
Di bromo tl uo romethane
I ,2-Dich i oroethane-D4
Toluene-D3
4-Qromofluorobenzene
Sample Id: 900640-1-I3LI{
Lab Sample Id: 900G40-1-I3LIC
Analyticai Method: Pcrcent Nloisturc
Date An�L• (1, l2. l2 12.3 I
Anal seq: 9006�40
P�rametcr
Percent Moisture
�io a«
86
86
103
99
Limifs
53 - 142
56 - I 50
70 - I 30
�8 - � $2
Units
°/u
%
%
%
rias
M�trix: Solid
Date Collected:
`%a MoisL•
AnalysL• JQU Date Prep:
Prep seq:
cf�s n►Q►.
Numbcr Rcsidt Unr�dj �'�QL Adj
TMOIST U
Sample Depth:
Date Received: l 1.08.12 16.41
Prep Method:
Tech: JBU
n-i��
UnAdj SDL Units �lag Dil
I.00 % U
Page 77 of 127 Final 1.000
� :, ; � �
Certif'icate of Analytical Results 452174
Freese & Nichols, Inc., Fort Worth, TX
Ft. Wocth Central City Storm Water
�, "b�, �:
��,
Sample IcL• 900G44-1-I3LIt MaU•ix: Solid Sample Deptl�:
Lab Sample Id: )00G44-1-BLI{ Date Collected: Date Received: 11.08.12 16.41
_ .
Analytical Method: Percent Ntoisture % Moist: Prep Method:
Date AnaL• l L 12.12 12.41 Analyst: JBU Date Prep: "I'ech: JQU
Anal seq: 900644 Prep seq:
CAS \7QL �1DL
Parameter Number Result UnAdj �'�QL ��1 UnAUj SDI, Units I�'Ing Dil
.
.
Percent Moisture TMOIST U 1.00 % U
Page 78 oi 127 Final 1.000
XENCO Laboratories
CHRONOLOGY OF HOLDING TIMGS
An�l}�tical Method : Percenl Moisture
Work Ordec #: 452174
Client
Freese & Nichols. [ne.
Pcoject [D: TSC08309
.�w
�
� s-�
�
��
,„ �
Ma� Time Max T����
Pield Sample ID Date Date Date f-[olding Held Date [-[olding Held
Collected Received Gxtcacted 1'ime G�tracte Analyzed Time ��1�yzed Q
Extracted d Analyzed �D"rS�
(Days) (Days (D�ys)
Adolph 2:4-� Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P
ndolph I:x-10 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 � P I
�tl� z:8-lo Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P I
lienderson 1:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P I
ndoiph 4:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P(
ndoiE�n i:a-� Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P(
� tenderson 3:4-6 Nov. 7, 2012 Nov. 8, 20 ( 2 ov.12, 2012 45 5 P I
K�ns<�s I:s-to' Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P I
Weisenberger 1:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P I
Kansas 2:4-6 Nov. 7, 2012 Nov. 8, 2012 ov. l2, 2012 45 5 P(
C>ii, I:R-lo Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P I
Henderson 2:4-( Nov. 7, 2012 Nov. 8, 2012 ov.12, 20 ( 2 45 5 P I
i<ans�s t:4-6' Nov. 7, 2012 Nov. 8, 20 I 2 ov.12, 2012 45 5 P I
Weisenberger I:8-10 Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 45 5 P I
Kansas z:s-to Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 �5 5 P(
�d, z:a-� Nov. 7, 2012 Nov. 8, 2012 ov.12, 20 ( 2 45 5 P I
I lenderson 4:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 45 5 P I
Adoiph 3:4-� Nov. 7, 2012 Nov. 8, 2012 ov. ( 2, 2012 45 5 P I
Adoiph 3:s-lo Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 45 5 P I
ndolph z:s-10 Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 �5 � P I
ndolph a:s-lo Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 45 5 P I
6th i:a-� Nov. 7, 2012 Nov. 8, 20 l 2 ov. I 2, 20 ( 2 45 5 P I
Page 79 of 127 Finai 1.000
XGNCO Laboratories
� CHRONOLOGY O1+ HOLDING TIM�S �''_ ��`�`�
� ��`,
Analytical Method : Ntetals per ICP by SW846 6010B Client : e�•eese & Nichois, Inc.
Work Order #: 4521'74 Project ID: TSC08309
Ivla� T'ime Max Tiir�e
Field Sample ID Date Date Date Holding Held Date Holding Held
Collected Received E�tracted Time G�tracte Analyzed Time nalyzed Q
E�tracted d Analyzed (�ays)
(Days) (D<p�s (Days)
Adolph a:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P
Adolph 2:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
Adoiph �:s-to Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.l2, 2012 180 0 P I
6th 2:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 l 80 5 ov. I 2, 2012 180 0 P I
Henderson L4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 1 SO 5 ov.12, 2012 I 80 0 P I
Weisenberger 1:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
xansas 2:a-6 Nov. 7, 20 t 2 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
Adoiph i:4-� Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
Adolph 2:s-lo Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.l2, 2012 180 0 P I
Henderson 3:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
[cansas �:a-6� Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.l2, 2012 180 0 P I
Weisenberger I:S-10 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P(
Adoiph 4:s-lo Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
�ch 2:s-�o Nov. 7, 2012 Nov. 8, 2012 ov. 12, 2012 180 5 ov.12, 2012 180 0 P I
Adolph 3:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 I 80 5 ov.12, 2012 180 0 P I
6th 1:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.l2, 2012 180 0 P I
Adolph 3:8-10 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
6d� 1:s-to Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 1b0 5 ov.12, 2012 180 0 P I
Henderson 4:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
Klnsas I:s-lo� Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
x�nsas z:s-io Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.l2, 2012 180 0 P I
Henderson 2:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 180 5 ov.12, 2012 180 0 P I
Page 80 of 127 Final 1.000
XENCO Laboratories
� CHRONOLOGY OF HOLD[NG TIMGS ���
�,,�� '
Analytical N[ethod : Mercury by SW7471A Client : rreese & Nichols Inc.
Work Order #: �{52174
Project ID: TSC08309
Max Titne Max Time
Field Sample ID Date Date D�te [-lolding Held Date Holding 1-leld
Collected aeceived G�tracted Time Gxtcacte Atlalyzed Titne nal}�zed Q
Gxtcacted d Analyzed �ll:�vs)
(Days) (Days (D1ys)
Weisenberger 1:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 2012 28 6 ov.13, 2012 28 0 P
Kans�s 2:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 2012 28 6 ov.13, 2012 28 0 P I
ndolph d:8-io Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 2012 28 6 ov.l3, 2012 28 0 P I
Adoipi, 3:a-G Nov. 7, 2012 Nov. 8, 2012 Nov. 15, 2012 28 8 ov.15, 2012 28 0 P I
6ti, i:4-( Nov. 7, 2012 Nov. 8, 2012 Nov. 1�, 2012 28 8 ov.15, 2012 28 0 P(
Fienderson 3:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 15, 2012 28 8 ov. I5, 2012 28 0 P I
I Ienderson 2:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. I5, 2012 28 8 ov.15, 2012 28 0 P I
Kansas i:s-lo� Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 2012 28 6 ov.13, 2012 28 0 P I
Weisenberger I:8-10 Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 2012 28 6 ov. (3, 2012 28 0 P(
tienderson 4:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. I5, 2012 28 8 ov.15, 2012 28 0 P I
Adoipl, 3:x-lo Nov. 7, 2012 Nov. 8, 2012 Nov. 15, 2012 28 8 ov.15, 2012 28 0 P I
6th 2:s-lo Nov. 7, 2012 Nov. 8, 2012 Nov. 15, 2012 28 8 ov.15, 2012 28 0 P I
Adolph �:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. I5, 2012 28 8 ov.15, 2012 28 0 P(
K�nSaS �:a-�' Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 2012 28 6 ov.13, 2012 28 0 P I
ndoiph 2:x-io Nov. 7, 2012 Nov. 8, 2012 Nov. 15, 2012 28 8 ov.15, 2012 28 0 P I
Adolph I:s-lo Nov. 7, 20t2 Nov. 8, 2012 Nov. 15, 2012 2£� 8 ov.15, 2012 28 0 P I
E tenderson 1:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. I 5, 2012 28 8 ov.15, 2012 28 0 P(
Kansls 2:s-lo Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 20 (2 28 ( ov.l3, 2012 28 0 P I
Ado�P�, a:a-� Nov. 7, 2012 Nov. 8, 2012 Nov. 13, 2012 28 6 ov.13, 20 t 2 28 0 P I
Adolph z:a-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 15, 2012 28 8 ov.15, 2012 28 0 P I
6th I:s-lo Nov. 7, 2012 Nov. 8, 2012 Nov. I5, 20(2 28 8 ov.15, 2012 28 0 P(
(th z:4-6 Nov. 7, 2012 Nov. S, 2012 Nov. I 5, 2012 28 8 ov.15, 2012 28 0 P I
Page 81 0( 127 Final 1.000
XENCO Laboratories
� CHRONOLOGY OT HOLDING TIMES �"� ���
� �, i
`�H� n
Analytical Method : VOAs by S W-846 8260B Client : Freese & Nichols, Inc.
' Work Order #: 4521�4 Proiect ID: TSC08309
Nfax Time Max Time
Field Sample IU Date Date Date Holding Held Date Holding �Ield
Collected �eceived Extracted Time E�tracte Analyzed Time nalyzed Q
G�tracted d Analyzed <<�"�s�
(Days) (Days (Days)
[c�ns�s z:s-lo Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 14 5 P
Adolph 4:4-6 Nc r. ?, 2!? 12 Nov. 8, 2012 ov.12, 2012 I 4 5 P I
Henderson 3:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.14, 2012 I 4 7 P I
�ih �:s-�o Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P I
Adolph 3:8-10 Nov. 7, 2012 Nov. S, 2012 ov.l3, 2012 14 6 P I
Kansas 1:4-6' Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 14 5 P I
Henderson 1:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.l4, 2012 14 7 P(
Kansas I:8-t0' Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P(
Adolph �:s-to Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P I
6th z:s-lo Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P I
Adolph 2:s-lo Nov. 7, 2012 Nov. 8, 2012 ov.14, 2012 14 7 P I
Kansas 2:4-6 Nov. 7, 2012 Nov. 8, 20 ] 2 ov.12, 2012 14 5 P(
6th 2:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.14, 2012 14 7 P I
���, �:a-� Nov. 7, 2012 Nov. 8, 2012 ov. t 4, 2012 14 7 P I
Adolph 2:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P I
Adolph 4:8-10 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 14 5 P I
Adolph L4-6 Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P I
Weisenberger 1:8-10 Nov. 7, 2012 Nov. 8, 2012 ov.l2, 2012 14 5 P I
Adolph 3:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 14 5 P I
Weisenberger 1:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.12, 2012 14 5 P I
Henderson 4:4-6 Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P(
Iienderson 2:46 Nov. 7, 2012 Nov. 8, 2012 ov.13, 2012 14 6 P I
Page 82 of 127 Final 1.000
XENCO Laboratories
CHRONOLOGY OF HOLDING T[MGS
Analytical Nlethod : TPH by Texas1005
Work Order #: 452174
Client : (:�•�ese & Ni
Project ID: TSC08309
Inc.
�,""" .
a� 4 �,.
�r ,.
.,
Max Time Max Time
Field Sample ID Date Date D�te Holding I-Ie(d Date Holding I�eld
Collected Received Extracted Time E�tracte An�lyzed Time ��alyzed Q
GxG�acted d Analyzed ��"�'S�
(Da��s) (D1ys (Days)
Henderson 3:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 1�1 5 ov.12, 2012 14 0 P
6th �:s-Io Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 ov.10, 2012 14 I P I
Henderson 2:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 14 � ov.12, 2012 14 0 P I
Weisenberger 1:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 Nov.9, 2012 14 0 P I
Henderson 4:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. ), 2012 14 2 ov.10, 2012 14 1 P(
Flenderson I:46 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 20 ( 2 14 5 ov.12, 2012 14 0 P(
Adoiph a:s-lo Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 Nov.9, 2012 1� 0 P I
Adoiph I:s-to Nov. 7. 2012 Nov. 8, 2012 Nov. 9, 2012 l4 2 ov.l2, 2012 14 3 P I
Adolph 2:8-10 Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 ov.10, 2012 14 1 P I
Ado�P�, �:`�-E� Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 ov.10, 2012 14 1 P I
6ti, 2:8-10 Nov. 7, 20 (2 Nov. 8, 2012 Nov. 9, 2012 14 2 ov.10, 2012 14 I P I
Ad��P�, 3:�-� Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 20 t 2 14 2 ov. l2, 2012 14 3 P I
Kansas 2:8-10 Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 Nov.9, 2012 14 0 P I
Adoiph 2:a-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 Nov.9, 2012 14 0 P(
6th 2:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 l4 2 ov.10, 2012 14 I P(
6th 1:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 ov.10, 2012 14 I P I
K�nsas I:8-lo' Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 l�F 2 Nov.9, 2012 14 0 P I
Kansas I:4-�' Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 14 5 ov.l2, 20(2 14 0 P I
1<ans�s z:4-6 Nov. 7, 2012 Nov. 8, 2012 Nov. 12, 2012 I 4 5 ov.12, 2012 14 0 P I
Weisenberger I:8-10 Nov. 7, 2012 Nov. 8, 2012 Nov. ), 2012 l4 2 Nov.9, 2012 14 0 P I
Adoi�n a:a-� Nov. 7, 20 l2 Nov. 8, 2012 Nov. 9, 2012 1�1 2 Nov.9, 2012 14 0 P I
Adolph 3:8-10 Nov. 7, 2012 Nov. 8, 2012 Nov. 9, 2012 14 2 Nov9, 2012 14 0 P I
F= Tllese samples �-vere analyzed o�itside tl�e recoi��n�ended holding time.
P= S�mp(es analyze�l �-vithin the recommendecl holding time.
Page 83 of 127 Final 1.000
Flagging Criteria
�[n our quality contro( review of the data a QC deficiency was observed and (lagged as noted. MS/MSD recoveries �vere found to be
outside of the laboratoiy contcol li�nits due to possible matris /chemical iuterference, or a concentiation 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 analy�e or common laboratory contamivant ��vas identitied iu the method blt�nk. lts presence indicates possible field or
laborato�y contamination.
D The sample(s) ��vece diluted due to targets de�ected over the highest point of tl�e calibrltion cun�e, or due to matrix interference.
Dilution factors �re included in the finai results. The result is ti•om a diluted sample.
C Tt1e data exceeds the upper calibration limit; therefore, the concenG�ation is reported as estimated.
[+ RPD esceeded lab control limits.
J The target analyte �vas positively identifed belo��v the quantiation limit and above the detection limil.
U Analyte was not detected.
L The LCS data for this analytical batch �vas re�orted belo��v the laborato�y control (imits for this analyte. The department supervisor and
QA Director reviewed data. '1'he slmples were either rean�lyzed or flagged as estimated concenU�ations.
H The LCS data for this analytical batch was reporteci above tiie laboratoty conU�ol limits. Supporting QC Dat� �vere revie�ved by tlie
Department Supen�isor and QA Director. Data �vere determined to be valid for reporting.
I{ Sample analyzed outside ofreconunended liold time.
JN A combination of the "N" and the '7" qualifier. Tl�e ai�alysis indicates that tl�e analyte is °tentatively identifted" and the associated
numerical value may not be consistent ��vidi the amount actually present in the environmental sample.
* Surrogate recovered outside laboratory control limit.
I3RL Be(ow Reporting Limit.
RL Reporting Limit
D4DL Method Detection Limit SDL Sample Detection Limit LOD Limit of Detcetion
PQL Practical Quantitation Limit �4QL 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 metf�od description) = Outside XENCO's scope of NELAC accreditation
Recipienf ojt/te Prestigl0llS Sillllll B![S111C'S:SA(I/71/111SI1'(/110/1 Ait�!!P(IO,%E\CC�IC/tL'� Ilt IIy4.
Cerl�ied and approi�e�! Gy �arnneroi�s Slates ar�d Agei�cies.
A Smn/16iisiness n�ad �11ii�orily Statirs Compnia�� lha! delr��ers SGRV/CE ai7cl QUALIT}'
Houston - Dallas - San Antonio - Atlanta - Midiand/Odessa - Tampa/Lakeland - Phoenix - Latin America
Phone Pa�
4143 Greenbriar Dr, StaHord, TX 77477 (281) ?40-0200 (2S1) 240-4250
9701 tiany Hines 6lvd , Dallas, 'ia 75220 (214) 902 0300 (214) 351-913)
5332 6lackbeiry Drive, San AntonioTX 78233 (210) 509-333d (210) 509-3335
2505 Nor�h Falkenburg Rd, Tampa, FL 33G19 (313) G20-2000 (31S) 630-2033
12600 �Vest I-20 East, Odess��, TV 79765 (4;2) 5G3-1300 (432) 56>-1713
60 � 7 Financiai Dri��e, Norcross, GA 30071 (770) 449-8300 (770) 449-Sd77
3725 E. Adanta Ave, Phoeni�, AZ SSOAO (602) 437-0330
Page 84 of 127 Final 1.000
Analytical Log
Analytic�l Method
Project Name:
Cliei�t Name:
TPH b}� Texas 1005
Ft. Worth Centcal City Storm Water
Freese & Nichols, Inc.
Client Sa►np(e Id
6th 1:4-6
6th 1:8-10
6th 2:4-6
6th 2:8-]0
Adolph 1:4-6
Adolph 1:8-10
Adolph 2:4-6
Adolph 2:8-IO
Adolph 3:4-6
Adolph 3:8-10
Adolp114:4-6
Adolph 4:8-10
Hendei•son 4:4-6
I<ansas 1:8-10'
�{1t1S1S 2:g-��
Weisenberger 1:4-6
Weisenberger 1:8-10
Lab Sample Id
452174-017
45217�1-0 I 8
452174-015
452174-016
452174-013
452174-014
452174-011
452 1 74-0 1 2
452174-009
452174-010
452174-007
452174-008
452174-019
452174-002
4$ZI%4-��6
452174-003
452174-004
452228-001 S
452228-001 SD
629778-1-E3KS
629778-I-BLK
E3atch #: 900639
Project ID: TSC08309
WO Nimlber: 452174
Page 85 of 127
QC Types
SNIP
SMP
SNIP
SMP
SMP
SNIP
SNIP
SMP
SN[P
SN(P
SNIP
SMP
SIv[P
SMP
SMI'
SMP
SNIP
MS
MSD
a �cs
[3L1<
Final 1.000
�
Analytical Log
Analytica( Method: Percent Nioistuce
Project Name: Ft. Worth Central City Storm Water
Client Name: Pceese & Nichols, [ne.
Client Sample Id
6th 1:4-6
6th 1:8-]0
bth 2:4-6
6th 2:8-10
Adolph L•4-6
Ado(ph 1:8-10
Adolph 2:4-6
Adolph 2:8-10
Adolph 3:4-(
Adolph 3:8-10
Adolph 4:4-6
Adolph 4:8-10
Kansas 1:4-6'
Kansas 1:8-10'
Kansas 2:4-6
Kansas 2:8-10
Weisenbecgec L•4-6
Weisenbecger 1:8-10
E3atd1 #: 900640
[�roject ID: TSC08309
WO Number: 45217�
Lab Sample Id
452174-017
452174-018
452174-015
452174-016
452174-013
452174-014
452174-011
452174-012
452174-009
452174-010
452174-007
�452174-008
45217�-001
452174-002
452174-005
452174-006
452174-003
452174-004
452174-018 D
452228-001 D
900640-1-B L K
QC Types
SMP
SMP
S Ivt P
SNtP
SMP
SMP
SNiP
SN1P
SMP
SMP
SMP
SNIP
SMP
SIvIP
SNiP
SNIP
SNIP
SMP
MD
MD
BLK
Page 86 of 127
Final 1.000
�'
Analytic�l N[ethod
Project Name:
Clietlt Name:
Analytical Log
Percent Moistuce
Fl. Worth Central City Storm W�ter
Freese & Nichols, [nc.
Client Samplc Id
Henderson 1:4-6
Henderson 2:4-6
Hendei•son 3:4-6
I-lenderson 4:4-6
Lab Sample Id
452174-022
452174-021
452174-020
452 1 74-0 1 9
452174-019 D
900644- I -[3 LK
B�tch #: 900644
Pcoiect ID: TSC08309
WO Number: 452174
QC Types
SN[P
SNIP
SIvIP
SN[P
N[ D
BLI<
Page 87 of 127 Final 1.000
�
Analytical Log
Analytical Method: Metals per [CP by SW846 6010E3
Project Name: I=t. Wocth Central City Storm Watec
Clie��t Na�1�e: ['reese & Nichols, [nc.
Client Sample Id
6th 1:4-6
6th 1:8-10
6cn 2:4-6
6th 2:8-10
Adolph 1:4-6
Adolph 1:8-10
Adolph 2:4-6
Adolph 2:8-10
Adolph 3:4-6
Adolph 3:8-10
Adolph 4:�-6
Adoiph 4:8-10
Kansas 1:4-6'
Kansas 1:8-10'
ICansas 2:4-6
Kansas 2:8-10
Weisenberger 1:4-6
Weisenberger 1:8-10
Lab Sample (d
452174-017
as2 »a-o�s
452174-015
45217�1-016
452174-013
452174-014
452174-01 I
452174-0 l 2
452174-009
45217a-010
452174-007
452174-008
�152174-001
452174-002
452174-005
452174-006
452174-003
452174-004
452172-002 S
452172-002 SD
629761-1-BKS
629761-1-BLK
629761-1-BSD
Page 88 of 127
Batch #: 900656
Project ID: 'TSC08309
WO Number: 452174
QC Types
SMP
sM��
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
SMP
MS
MSD
BKS
BLK
BSD
Final 1.000
Analytical Log
Analytical Metliod
Project Name:
Client Name:
TPH by Te�as 1005
i't. Worth Central City Storm Water
Freese & Nichols, Inc.
Client Sa►nple Id
Henderson 1:4-6
I-Ienderson 2:4-6
f-Ienderson 3:4-6
Kansas 1:4-6'
Kansas 2:4-6
Lab Sample Id
452174-022
452174-021
452174-020
452174-001
452174-005
452174-022 S
452174-022 SD
629843-1-BKS
629843-1-E3LK
Batch #: 900704
Project ID: TSC08309
WO Number: 452174
Page 89 of 127
QC Types
SMP
SMP
SMP
SMP
SMI'
MS
NiSD
BKS
E3L[C
Final 1.000
Analytical Log
Analytical Ivtethod: Mercury by SW747IA
Project Name: Pt. Worth Central City Storm Water
Client Name: Freese & Nichols, [nc.
Client S�mple Id
Adolph 4:4-6
Adolph 4:8-10
Kansas 1:4-6'
Kansas 1:8-10'
Kansas 2:4-6
Kansas 2:8-10
Weisenberger 1:4-6
Weisenberger 1:8-10
Lab Sample [d
d�2174-007
452174-008
452174-001
�52174-002
�i52174-005
452174-006
45217�-003
452174-004
452172-001 S
452172-001 SD
629849-1-BKS
629849-1-E3LK
62)8�49-1-BSD
Batch #: 900748
Pcoject ID: TSC08309
WO Number: 452174
Page 90 oi 127
QC Types
SMP
SMP
SMP
SMP
SMf'
SMP
SMP
SMP
MS
MSD
BKS
BLIC
BSD
Final 1.000
Analytical Log
Analytical Method:
Project Name:
Client Name:
VOAs by SW-846 8260B
Ft. Worth Central City Storm Water
Freese & Nichols, Ine.
Client Sample Id
Adolph 3:4-6
Adolph 4:4-6
Adolpi14:8-10
Kansas 1:4-6'
Kansas 2:4-6
[<ansas 2:8-10
Weisenbecger 1:4-6
Weisenberger 1:8-10
L�b Sampte Icl
452174-009
452 I 74-007
452174-008
452 1 74-00 1
452174-005
452174-006
452174-003
452174-004
452 1 74-00 1 S
452 1 74-00 1 SD
629878-1-BKS
629878-1-BLK
Batch #: 900753
Project ID: TSC08309
WO Number: 452174
Page 91 of 127
QC Types
SMP
SMP
SMP
SMP
SNiP
SMP
SMP
SMP
MS
NISD
a«s
[3 LIC
Final 1.000
Analytical Log
Anal}�tical Ntethocl: Metals per ICP by SW846 60108
Project Name: Ft. Wortl� Central City Storm Water
Client Name: Freese & Nichols, Inc.
Client S�mple Id
Henderson 1:4-6
I Ienderson 2:�3-6
Henderson 3:4-6
Henderson 4:4-6
Lab Sample [d
452174-022
452174-021
452174-020
�152174-019
452130-001 S
452130-001 SD
629762-1-BKS
6297E2-1-[3LK
62 )762-1-B S D
Batch #: 900755
Project [D: TSC08309
WO Number: 452174
Page 92 oi 127
QC Types
SMP
SMP
SMP
SMP
MS
MSD
BKS
BLK
F3SD
Final 1.000
Analytical Log
Analytical Melhod
Project Nai1�e:
Cfient Name:
VOAs by SW-846 8260B
Pt. Wocth Centra( City Storm W�tec
Preese & Nichols, Ine.
Client Sample [d
6th 1:8-10
6th 2:8-10
Adolph 1:4-6
Ado(ph 1:8-10
AdoIp112:4-6
Adolph 3:8-10
Henderson 2:4-6
F[enderson 4:4-6
Kansas 1:8-10'
Lab Sample Id
452174-018
452174-016
452174-013
452(74-014
452174-011
452174-010
452174-021
452174-019
45217�-002
�t52174-010 S
452174-010 SD
6299�5-1-E3KS
629945-1-[3LK
B�tch #: 900860
Project ID: TSC08309
WO Number: 452174
Page 93 0( 127
QC Types
SMP
SNIP
SMP
SMP
SNiP
SMP
SMP
SMP
SMP
MS
MSD
E3KS
BL[<
Final 1.000
Analytical Log
Analytical Method: VOAs by SW-8�6 8260B
Project Name: Ft Wortll Central City Storm Water
, Client Name: �reese & Nichols, Inc.
Client Sample Id
6t11 1:�4-6
6th 2:4-6
Adolph 2:8-10
I-lenderson 1:4-6
Hencier;Uit 3:4-6
Lab Samp(e Id
452174-017
452174-015
452174-012
452174-022
452174-020
452174-012 S
452174-012 SD
629994-1-B K S
629994-1-B C, K
Page 94 of 127
B1tch #: 900932
Project ID: TSCOR309
WO Nwnber: 452174
QC Types
SMP
SMP
SMP
SNiI'
SMP
NIS
MSD
BKS
BLK
Final 1.000
Analytical Log
Analytical Method
1�1'O��CL N8111e:
Client Name:
Nfercury by SW7471A
Pt. WorNl Central City Storm Water
I'reese & Nichols, Inc.
Client S�mple Id
6th 1:�-6
6th 1:8-10
6th 2:�-6
6lh 2:8-10
Adolph 1:4-(
Aciolph 1:8-IO
Adolpll 2:4-6
Adolph 2:8-10
Adolph 3:�-6
Ado(ph 3:8-10
[-[endersun L•4-6
I-lenderson 24-6
E[enderson 3:4-6
([enderson 4:4-E
L�b Sampie Id
452174-017
452174-018
452174-0 I 5
452174-016
45217�-013
452174-014
452174-0 ( 1
452174-012
452174-009
452 1 74-0 1 0
452174-022
452174-021
452174-020
452174-019
45217�-013 S
45217�4-013 SD
629980-1-[3KS
629980-(-[3L[<
629980-1-BSD
Batch #: 900953
Pro.ject ID: TSC08309
WO Number: 452174
Page 95 of 127
QC Types
SMl
SMP
SMP
SMP
SNtP
SMP
SMP
SMP
SNIP
SMP
SMP
SMP
SMP
SMP
MS
MSD
E3KS
BLK
13SD
Final 1.000
� Form 2 - Surrogate Recovet-ies ;
Project Name: Ft. Worth Centr�l City Storm Water
Wor(c Orders : 45217�t, Project ID: TSC08309
Lab I3atch #: 900639 S��np��; G29778-1-BKS /[3KS I3atch: 1 A�Iatri�:Solid
Units: mg/kg Datc Analyred: i l/09/12 17:46 SURROGATG RGCOVERY STUDY
TPH by Teaas1005 '�°1O°°r T''"� cO°r'•°�
Found Amount Recovery Limits Flags
�t�� �I3� %R °/uR
E�IIa �j'fCS ���
o-Terphenyi 44.6 50.0 89 70-130
1-Chlorooct�ne 93.8 100 94 70-130
Lab I3atch #: 90063) 5;��»�>I�: 629778-1-BLK / QLK I3atch: 1 A4atriz:Solid
Units: mg/kg Uate Analyzed: I1/09/12 19:23 SURROGATG RGCOVGRY STUDY
TPH by Texas1005 t��T�o����r �r�•��c cm�t��oi
['ound Amount Reco��cry Limits P'lags
(A� ([3� %R %R
Anaiytes �°�
o-Terphenyl 46.3 50.0 93 70-130
l-Chlorooctane 98.5 100 99 70-130
Lab Batcl� #: 900639 5;��»p��: 452228-001 S/ MS Batch: 1 �latrix: Solid
Units tng�kg Date Analyzcd: 11/09/12 19:59 SURROCATG RECOVERY STUDY
TPH by Texas1005 Amount 'T'ruc Control
Found Amount Recovcry Limits P'lags
I�I (�� %�R %R
Analytes �D1
o-Terphenyl 41.5 �9.3 84 70-130
I-Chlorooctane 87J 9S.5 89 70-130
L�b Batch #: 900639 Sample: 452228-001 SD / MSD f3atch: I ��IaU•is: Solid
Units: mg/kg Date Analyz.ed: 1 U09/12 20:1G SURROGATG RECOVERl' STUDY
TPH b)� Tesas1005 Amount �'ruc Control
round Amount Recovcr,y Limits Flags
(r�� �I3� %R %R
Analytes �D�
o-T'erphenyl 42.4 49.3 8G 70-130
i-Chlorooctane 909 98.6 92 70-130
Lab Batch #: 900704 S�i»p��; 629843-1-BLK / E3LK [3atch: l \�Iatrix: Solid
Units: tng/kg Datc Analyzed: I 1/12/12 09:50 SURROGATE RGCOVERI' STUDY
TPH by Texas1005 Amount "I'rue Control
�aund Amotmt Recoveiy' Limits rl�gs
�A� �I3� %R %R
Anal}�tes �D�
o-Terphenyl 45.1 50.0 90 70-130
1-Chlorooctane I 97.7 100 98 70-130
* Surrogate outside of Laboratoq� QC limits
*'� Surrogates outside limits; data and surrogates eon(irmed by reanalysis
*�* Paor recoveries due to dilution
Surrogate Recovery [D) = 100 � A / [3
All residts are based on MDL and v�lidated for QC purposes.
Page 96 of 127 Finai 1.000
._ _--_ — — — �,
Form 2- Surrogate Recoveries j
Project N�me: Ft. Wortl� Central City Storm Water
Worlc Orders : 452174, Project ID: TSC08309
L�b [3atch #: 9��704 Samplc: 629843-1-BKS / BKS [3atch: 1 n�1ah•is: Solid
Uuits: mglkg Date Analyzecl: 11/l2/12 10:09 SURROGATE RECOVERY STUDY
TPH by Te�as 1005 f�������"t I T�'��� co��t�•oi
round Amount Recovcry Limits �lags
(t�� (I3� %R °/uR
Analytes �D�
o-Terphenyl 4A.1 50.0 9C> 70-130
I-Chlorooctnne 992 100 99 70-130
Lab [3atch #: 9��704 Ss�nple: 452174-022 S/ MS I3atch: 1 �4atrix: Solid
Units: mg�kg DatcAnalyzed: l l/12/12 10:47 SURROGATG RECOVGRY STUDY
TPH by TeXas 1005 An,oiu,t 'il�uc control
['ound r�mount Recovcry Lia�its �lags
(A� �[3� %R %R
An�lytes �°�
o-Terphenyl 49.8 49.7 100 70-130
I-Chiorooctlne I 103 99.4 104 70-130
Lab Batch #: 900704 Sample: 452174-022 SD / MSD �,�t�l�: 1 A9atrix: So(id
Units: mg/kg D.�tc Anal,yzed: I 1/12/12 I 1:06 SURROGATG RGCOVGRl' STUDI'
TPH by Texas 1005 ��»a����r 'rr��c co��r��oi
['ound Amount Recovcry Limits rl.igs
(A) �[3) "/�R %R
Analytes �°�
o=I'eiphenyl 50.7 49.3 102 70-130
I-Chlorooctane 106 99.6 106 70-130
Lab Batcl� #: 900753 Samplc: 629878-t-aKS /[3KS [3atch: � �9atrix: Solid
Units: mg/(<g U.�te Anal,yzed: l 1/l2/l2 (2:46 SURROGATG RGCOVGRY STUDI'
VOAs by SW-846 8260B f��»�����t "r����� c�,��c��oi
f'ound r\muwit Recovcry Limits ['lags
�A� �I3� %R %R
E�[1���'iCS ���
Dibromofluorometh�uie 0.0500 0.0500 100 53-142
1,2-Dichloroeth�ne-D4 0.0457 0.0500 91 56-I50
'1'oluene-DS 0.0504 0.0500 101 70-130
4-F3romofluorobenzene 0.0505 0.0500 101 Gfi-152
* Surrogate outside of L�boratoq� QC limits
�� Surrog�tes outside limits; data �nd surrogates conlirmed by relnalysis
�*� Poor recoveries due to dilution
Surrogate Recovery [D] = 100 �` A/ E3
All residts are based on MDL and validated for QC purposes.
Page 97 of 127 Final 1.000
�
�
Form 2 - Surrogate Recoveries
Project Name: Ft. Worth Central City Storm Water
Worlc Orders : 452174,
Lab Batch #: 900753 S;�i»p��; 629878-1-BLK / BLK
Units: mg�kg Date Analyzed: 1 I/12/12 13:33
VOAs by SW-846 8260B
Analytes
Samplc: 452174-001 S / MS
Project ID: TSC08309
6atch: � A�latri�: Solid
SURROGATG RGCOVERY STUDY
Amount 7l•uc Control
P'ound Amount Recovcry Limits
IAl lnl %a %R
I�I
0.0489 QO500 98 53-142
0.0466 0.0500 93 56-150
0.0505 0,0500 101 70-130
0.0505 0.0500 101 68-152
I3atch: l 1�tah•ix: Solid
r�o-igs
Dibromo�uoromethane
i ,2-Dichloroethane-D4
Toluene-D8
4-Bromofluorobenzene
Lab Batch #: 900753
Units: mg/kg Date Analyzed: I U12/l2 14:39 SURROGATE RGCOVERI' STUDl'
VOAs by SW-846 8260B �°����°t 'rruc conrro�
�ow�d Amount Recovcry Limits ['lags
(��� �[3� %R %R
AllalytCS �D�
DibrmnoFluoromethane 0.0486 0.0500 97 53-142
1,2-Dichloroethane-D4 0.0476 0.0500 95 >6-I50
Toluene-D8 0.0512 O.OS00 102 70-130
4-Bromofluorobenzene I 0.0524 0.0500 105 68-152
Lab [3atch #: 900753 Samplc: 452174-0O1 SD / MSD
Units: mg/kg D�te Analyzed: ( l/12/12 15:45 �
VOAs by SW-846 8260B
Analytes
Samplc: �29945-t-[3KS / BKS
Batch: 1 ��tatrix: Solid
SURROGATG RGCOVGRYSTUDY
Amount "Crue Control
Pound Amount Rccovcry Limits
�A) [[3� %R %R
IDI
0.0495 0.0500 99 53-142
OA482 0.0500 96 56-150
0.0485 0.0500 93 70-130
0.0523 0,0500 105 68-152
13atc1�: � A[atrix:Solid
ria�s
Dibromofluoromethane
1,2-Dichloroethane-D4
Toluene-D3
4-[3 romo fl uorobenzene
Lab Batch #: 900860
Units: mg/kg Date r�nal�-zed: 1 l/I3/l2 12:18 SURROGATE RECOVERY STUDY
VOAs by SW-846 8260B Amount "Crue Conh•ol
P'ound Amount Rccovery Limits Flags
�A) �[3� %R %R
Analytes �D�
Dibromofluorometh�ne 0.0462 0.0500 92 53-142
1,2-Dichioroethane-D4 0.0447 0.0500 89 56-I50
Toluene-D8 I 0.0554 0.0500 111 70-130
4-l3romotluorobenzene 0.0515 0.0500 103 63-152
* Surrogate outside oCLaboratory QC limits
�* Surrogates outside limits; d�ta and surrogates conlinned by re�nalysis
*�* Poor reco��eries due to dilution
Surrogate Recovery [D] = 100 � A/ B
All residts are based on MDL and validated for QC �urposes.
Page 98 of 127
Final 1.000
Form 2 - Surrogate Recoveries )
Pcoject Name: Ft. Wortli Central City Storm Water
Worlc Orde�s : 452174, Project ID: TSC08309
l,ab I3atch #: 900860 S<�mplc: 452174-OIn S/ MS [3atcl�: � n9atrix: Solid
Units: mg/kg D:itc Analyzed; l 1/13/12 13:02 SURROGATG RGCOVGRY STUDI'
VOAs by SW-846 8260B �1101°t T'�°` c°"t''°i
Pountl Amount Recoveiy Limits ['I:igs
l�l 1�1 %R "/�R
Analytes ���
DibromoFluoromethane 0.0481 0.0500 96 53-1�t2
1,2-Dichloroethlne-D4 0.0439 0.0500 88 56-I50
Toluene-DS I 0.0548 0.0500 I10 70-130
4-[3romoFluorobenzene � 0.0513 O.OS00 103 68-IS2
Lab [3atch #: 900860 Samplc: 452174-010 SD / MSD I3atch: I �4:itrix: Solid
Units: mg/kg llate AnalyzecL• l l/13/(2 13:30 SURROGATL RGCOVGRY STUDY
VOAs by SW-845 82608 t���,�����t 'rruc conn•o�
['ound Amount Recavcry Limits I�'I�gs
I�I 1[3� %R %a
Analytes i�l
Dibromo[luoromethane 0.0490 0.0500 98 53-142
1,2-Dichloroetli�ne-D4 0.0438 0.0500 88 56-I50
'I'oluene-D8 0.0560 0.0500 112 70-130
4-[3romofluorobenzene I 0.0537 0.0500 107 68-152
Lab 6atch #: 900860 Samplc: G29945-1-BLK / aLK Batch: � n4atrix:Solid
Units: mg/kg Date f��nalyzed: I 1/13/12 14:14 SURROCATE RECOVGRY STUDI'
VOAs by SW-846 8260E3 .amounr 'rruc conn�o�
['ound Amow�t Rccorery Limits Fl�gs
fAI la� °iaa °ioa
Analytes �°�
Dibromofluoromethane 0.0455 0.0500 91 53-142
1,2-Dichloroethlne-D4 0.0419 0.0500 84 5G-I50
Toluene-DS 0.0557 0.0500 III 70-130
4-[3romotluorobenzene 0.0487 0.0500 97 68-152
Lab [3atch #: 9��0932 Sam�>Ie: 629994-I-6KS / F3KS I3�tch: � ��latris:Solid
Units: �i��l:g Date An�lyzcd: ( I/1�4/l2 14:52 SURROGATG RGCOVERl' STUDY
VOAs by SW-84C 8260B t��„ount Tru� Conrrol
I'owid Amount Recovery Limits �I.igs
�A� �[3� %R "/aR
An�lytes �°�
Dibromofluorometh�ne 0.0456 0.0500 91 53-142
1,2-Dichioroethane-D4 0.0453 0.0500 91 S6-I50
Toluene-D8 I 0.0509 0.0500 102 70-130
4-Dromofluorobenzene 0.0493 0.0500 99 68-152
* Surrogate outside of Laboratory QC limits
*'� Surrog�tes outside limits; data �nd surrog�tes continned by re�n�lysis
*�`* Poor recoveries due to dilution
Sun'oglte Recovery [D] = 100 " A / [3
All results are based on MDL tind v2lidated for QC purposes.
Page 99 of 127 Final 1.000
�:_
�i .°
Form 2 - Surrogate Recoveries ��
P►•oject Name: Ft. Worth Central City Storm Water
Worlc Orders : 452174, Project ID: TSC08309
Lab I3atch #: 900932 Samplc: 4521?4-012 S/ MS I3atch: 1 �4atri�:Solid
Units: mg/kg Date Analyred: 1 U1�4/l2 15:15 SURROGATG RGCOVERI' STUDY
VOAS by SW-846 82608 Amount 't'ruc Control
Gound Amount Recovery Limits
�r�� �[3� %R %I2
Analytes ���
Dibromo0uoromethane 0.0446 0.0500 89 53-142
1,2-Dichloroe[hane-D4 0.0439 0.0500 83 56-I50
"1'oluene-DS I 0.0539 0.0500 103 70-130
4-[3romoFluorobenzene I 0.0519 O.OS00 104 68-152
Lab I3atch #: 900932 sn�»p��; 452(74-012 SD / MSD Batch: 1 Nlatris:Solid
Units: mg/kg Date Analyzed: t U14/12 15:37 SURROGATE RECOV�RY STUDY
VOAs by SW-846 8260[3 .�mount True cont�rol
['ound Amount Recovcry Limits
1�1 la� �raa �roa
Analytes �D�
Dibromofluoromethane 0.0472 0.0500 94 53-142
1,2-Dichloroethane-D4 0.0419 0.0500 84 56-I50
Toluene-D8 0.0508 0.0500 102 70-130
4-F3romofluorobenzene ( 0.0502 0.0500 100 68-152
Lab Batch #: 900932 Sample: 629994-1-BLK / BLK Batch: 1 Matris:Solid
Units: mg/kg Date Analyzed: l 1/14/12 16:22 SURROGAT� R�COVGRY STUDI'
VOAs by SW-846 8260B ��»a����t T���,� co��r��oi
G'ound Amotmt Recovery Limits
[Al Ia� �ioa �ioa
Analytes ���
DibromoFluoromethane 0.0429 OA500 86 53-142
1,2-Dichloroethane-D4 I 0.0430 0.0500 3( 56-I50
Toluene-D8 I 0.0516 0.0500 103 70-130
4-[3romofluorobenzene � 0.0497 0.0500 99 63-1�2
* Surrogate outside of Llboratory QC limfts
°� Surrogates outside limits; d�ta and surrogates contirmed by reanal��sis
�"'� Poor recoveries due to dilution
Surrogate Recovery [D] = 100 * A / [3
All results are based on MDL and validated for QC purposes.
riT�s
['lags
ria�s
Page 100 of 127 Final 1.000
_, _ _ __ . . . �_. _ _. . _ _ ,_ _�, ,
,� ,`
Blanlc Spike Recovery ;
Pi•oject Name: Ft. Worth Central City Storm Water
Worlc Order #: 452174
Lab Batch #: 900C>39
Date Analyzed: I 1/09/2012
Reporting Units: mg/kg
TPH by Teaas1005
Analytes
C6-C12 Glsoline Range tlydrocarbons
C12-C28 Diesei Rnnge Hydrocarbons
Lab [3atch #: 900704
D.�tc flnalyzed: I Ul2/2012
Reporting Units: m�/kg
TPH by Tex�s 1005
Analytes
C6-C12 Gasoline R�nge f{yclrocarbons
C12-C28 Diesel Range Hydrocarbons
Blank S��ike Recovery [D] = 100*[C]/[B]
All residts are 6<ised on MDL 1nd validated for QC purposes.
BRL - [3elow Reporting Limit
}� '4�
p�.,�;���,� ��:i
Project ID: TSC08309
Sample: 629778-(-QKS Mah'is: So(id
Dntc Prepiu•ed: 11/09/20(2 Analyst: LGO
[3atch #: l BLANK /BLAI�'IC SPII�E RECOVi,RY STUDY
[31�n1c Spike [31�n1c Qlanlc Coutrol
Result r�c(ded Spilce Spilce Limits �I.igs
�f�� �a� a�s��it °io[t �ioa
[�I f�l
I <�.so i000 s�2 s� �s-izs
( <12.1 1000 943 94 75-125
Samplc: 629843-t-BKS ��Iatrix: Solid
Date Prepared: i l/l2/2012 Annlysh LEO
[3atcl� #: l BLANK /BLANK SPIKG RECOVGRY STUDY
Ql�inlc Spilce [31:m1c I31an1< Cantrol
I2esult Added Spilce Spilce Limits ['lags
�A� �13� Res�dt %I2 %R
I�I I�I
<9.80 I 1000 ' 907 I 91 I 75-125
<12.1 1000 948 )5 75-125
Page 101 of 127 Final 1.000
• Blank Spike Recovery ? ��.��
��:��
Project Name: Ft. Worth Central City Storm Water•
Worlc Order #: 45217�1 Project ID• TSC08309
Lab I3atch #: )00753 Samplc: 629878-1-BKS �Iatris: Solid
� Date Anllyzed: l 1/12/2012 Date Prepared: 11/12/2012 Analyst: SOP
' Reporting Units: mg/kg I3atch #: 1 BLANK /BLANK SPII{E RECOVGRY STUDY
V�L�S �7�' SW-g�6 g2f)�B [31an1< Spilzc I31ank [31�nk Control
Result Addcd Spilcc Spilcc Limits �I:�gs
�A� �13� Result °/uR "/�R
Analytes Ic� �v►
Qenzene I <0.00100 0.0500 0.0480 96 66-142 �
Bromobenzene I <O.00IOG O.OS00 O.OS08 102 75-125
[3romochloromethane <0.00100 0.0500 OA483 97 GO-140
Bromodichloromethane <0.00100 0.0500 0.0496 99 75-I25
[3romoform <0.00100 O.OSGO 0.0526 105 75-125
Methyl bromide I <0.00100 0.0500 0.0481 96 60-140
tert-Buq�lbenzene <0.00100 0.0500 0.0522 104 75-125
Sec-Butylbenzene <0.00100 0.0500 0.0513 103 75-125
n-Butylbenzene I <0.00100 0.0500 0.0517 103 75-125
Carbon Tetrachloride <0.00100 0.0500 0.0494 99 62-125
Chlorobenzene <0.00100 0.0500 OA499 100 60-133
Chloroethane <0.00200 0.0500 Q0460 92 60-140
Chloroform <0.00100 O.OS00 0.0498 100 74-125
Methyl Chloride I <0.00200 O.OS00 0.0457 91 60-140
2-Chiorotoluene <0.00100 0.0500 0.049b 100 73-125
4-Chlorotoluene <0.00100 0.0500 0.0502 100 7a-125
p-C}�mene(p-[sopropyltol�iene) � <0.00100 0.0500 0.0508 102 75-125
1,2-Dibromo-3-Chloropropane <0.000877 0.0500 0.0497 99 59-125
Dibromochloromethane <0.00100 0.0500 0.0525 106 73-125
1,2-Dibromoethane <0.00100 0.0500 0.0503 101 73-125
tviethylene bromide ( <0.00100 0.0500 0.0474 95 69-127
1,2-Dichlorobenzene <Q00100 0.0500 0.0518 104 75-125
1,3-Dichlorobenzene <0.00100 O.OS00 O.OS03 101 75-125
1,4-Dichlorobenzene <0.00100 0.0500 O.OS03 101 75-125
Dfchlorodifluoromethane I <0.00100 0.0500 OA478 96 65-135
1,2-Dichloroethane <0.00100 0.0500 0.0478 96 G8-127
I,l-Dichloroethane <0.00100 0.0500 0.0503 101 72-125
trans-1,2-dichloroethylene � <0.00100 0.0500 0.0484 97 75-125
cis-1,2-Dichloroethylene ' <0.00100 0.0500 0.0495 99 75-125
l,l-Dichloroethene <0.00100 0.0500 0.0496 99 59-172
2,2-Dichloropropane <0.00100 0.0500 O.OS08 102 75-125
1,3-Dichloroprop�ne <0.00100 0.0500 0.0491 98 75-125
1,2-Dichloroprop�ne I <0.00100 0.0500 OA476 95 74-125
[31ank Spike Recovery [D] = 100�[C]/[E3]
All results are based on MDL and validated lor QC purposes.
QRL - [3elo�v Reporting Limit
Page 102 of 127 Final 1.000
• Blank Spike Recovery � �'���a�
��
Project Name: Ft. Worth Cenh�al City Storm Water
wo�•<< o�•ae�• #: �sa l��
Project ID:
�rscos3o�
Lab I3atch N: 900753
D�tc Analyzed: l 1/12/2012
S:�mple: G29878-1-[3KS �4ah•ix: Solid
Date Prepared: 1 l/l2/2012 Analyst: SOP
Reporting Units: mglkg I3atch #: 1 I3LANK /F3LAN1{ SPII« RGCOVERY STUDY
VOAs by SW-846 8260B Blanic Spil<c t3lanlc I31an1< Control
Result Added Spilce Spil<e Limits ['I�gs
�A� �[3� Rcstdt °/uR %R
Analytes �C) �ll�
trins-1,3-dichloropropene I <0.00100 0.0500 0.0520 104 66-125
I,I-Dichloropropene � <0.00100 QOS00 0.0488 98 75-125
cis-1,3-Dichloropropene <0.00100 0.0500 0.0500 100 74-125
Gthylbenzene <0.00100 0.0500 0.0510 102 75-125
Flexachlorobut�diene <0.00100 0.0500 0.0539 108 75-125
[sopropyibenzene ( <0.00100 0.0500 0.0518 104 75-125
MethyleneChloride <0.00400 0.0500 O.OSI7 103 sa�aa
M"1'[3G <0.00100 0.0500 0.0500 100 60-140
Nlphthalene � <0.00200 0.0500 0.0578 II6 70-130
n-Propylbenzene <0.00100 0.0500 0.0514 103 75-125
St}�rene <0.00100 OA500 0.0513 103 75-125
1,1,1,2-Tetr�chloroethane <0.00100 0.0500 0.0508 102 72-125
1,1,2,2-Tetrachloroeth�ne <Q00100 0.0500 0.0505 101 74-125
'Cetrachloroethylene I <0.00100 0.0500 0.0514 103 7�-125
Toluene <0.00100 0.0500 O.OS27 105 59-139
1,2,3-Trichlorobenzene <0.00100 0.0500 0.0585 117 75-137
1,2,4-Trichlorobenzene � <Q00100 0.0500 0.0553 III 75-135
1,1,2-'I'richloroeth�ne <0.00100 0.0500 0.0506 101 75-127
1,1,1=('richloroethane <0.00100 0.0500 0.0509 102 75-125
Trichloroethylene <0.00100 0.0500 0.0489 98 62-137
Trichlorotluoromethane � <Q00100 0.0500 0.0498 100 67-12�
1,2,3-Tnchloropropane <0.000181 0.0500 0.0520 104 75-125
1,2,4-Trimethylbenzene <0.00100 0.0500 0.0508 102 75-125
1,3,5-Trimethylbenzene <0.00100 0.0500 O.OSOI 100 70-130
v��,yi ci,i���de <o.000aoo o.osoo o.osoz ioo �aiao
o-\ylene <0.00100 0.0500 0.0513 103 75-125
m,p-\ylenes <0.00200 0.100 O.IO2 102 75-125
Dlank S��ike Recovery [D] = 100�[C]/[Q�
All results are based on MDL and validated for QC purposes.
C3RL - Qelow Reporting Limit
Page 103 of 127 Final 1.000
Blank Spike Recovery ;
Project Name: Ft. Worth Central City Storm Water
Wor(c Order #: 452174
Lab I3atch #: 900860
Datc Analyzcd: ( I/13/2012
Sample: 629945-1-E3KS
Datc Prepared: 1 U13/2012
Project [D:
i\4ah•ix: Solid
Analyst: SOP
s�
� ��
�;��
TSC08309
Reporting Units: mg/kg [3atch #: 1 BLANI{ /BLANI{ SPIKG RECOVGRY STllD1'
VOAs by SW-846 8260B �31.inlc Spilce L31ank 131an1< Control
Result Addcd Spil<c Spil<c Limits ['�a�s
I�I IB� Rcstdt %R %R
Analytes (�I I�I
Benzene ' <0.00100 0.0500 0.0453 ( 91 66-142
Bromobenzene ' <0.00100 0.0500 0.0498 100 75-125
E3rmnochloromethane <0.00100 O.OS00 0.0438 88 60-140
E3romodichloromethane <0.00100 0.0500 0.0442 38 75-125
[3romoform <0.00100 0.0500 0.0450 90 75-I25
Methyl bromide ' <0.00100 0.0500 0.0449 90 60-140
tert-Butylbenzene <0.00100 0.0500 OA53G 107 75-125
Seo-Butyibenzene <0.00100 0.0500 0.0532 I06 75-125
n-Buq�ibenzene I <0.00100 0.0500 0.0518 104 75-125
CarbonTetrachloride <0.00100 0.0500 0.0499 100 62-125
Chlorobenzene <0.00100 0.0500 OA438 98 60-133
Chloroethane <0.00200 0.0500 0.0444 S9 GO-140
Chlorotonn <0.00100 0.0500 0.0458 92 74-125
Meth}�1 Chloride I <0.00200 0.0500 0.0469 94 60-1�}0
2-Chloro[oluene <0.00100 0.0500 0.0529 106 73-125
4-Chlorotoluene <0.00100 0.0500 0.0506 101 74-125
p-C}�mene(p-Isopropyltoluene) � <0.00100 0.0500 O.OSIS 104 75-125
1,2-Dibromo-3-Chloropropane <0.000877 0.0500 0.0412 82 59-125
Dibromochloromethane <0.00100 0.0500 0.0457 91 73-125
1,2-Dibromoethane <0.00100 O.OS00 0.0433 87 73-125
Methylene bromide I <0.00100 0.0500 0.0411 82 69-127
1,2-Dichlorobenzene I <0.00100 0.0500 0.0488 93 75-125
1,3-Dichlorobenzene <0.00100 0.0500 0.0500 100 75-125
1,4-Dichlorobenzene <0.00100 0.0500 O.OS00 100 75-125
DichlorodiFluoromethane ' <0.00100 0.0500 OA498 100 65-135
1,2-Dichloroeth�ne <0.00(00 0.0500 0.0406 81 68-127
1,1-Dichloroethane <0.00100 O.OS00 0.0459 92 72-125
trans-1,2-dichloroethylene <0.00100 0.0500 Q0472 94 7S-12S
cis-1,2-Dichioroethylene I <0.00100 0.0500 0.0442 8S 75-125
t,l-Dichloroethene I <0.00100 0.0500 0.0436 97 59-172
2,2-Dichloropropane <0.00100 0.0500 OA434 97 75-125
1,3-Dichloropropane <0.00100 0.0500 OA431 86 75-125
1,2-Dichloropropine I <0.00100 0.0500 0.0420 84 74-125
Blank Spike Recovep� [D] = 100"[C]/[[3]
All results are based on MDL �nd validated for QC purposes.
E3RL - E3elow Reporting Limit
Page 104 oi 127 Final 1.000
_.�.r T-- -- .. T__ _.__ -..
�
Blanlc Spike Recovery '
J ��
C
F��� f
Project Name: Ft. Woi•th Central City Storm Water
Wortc Order #: 452174
Project [D:
TSC08309
Lab �Satch #: 900860
Date Analyrcd: 1 I/13/2012
Sample: 629945-1-BKS Ntatrix: Solid
Date Prepiu•ed: I U13/2012 Analyst: SOP
Reporting Units: mg/Icg I3atch #: 1 F3LANK /BLANI{ SPIKG RGCOVGRY STUDI'
VOAs by SW-846 8260B I31:ink Spil<c I31ank 131:ink Control
Result Addcd Spike Spike Limits P'lags
�A� �13� RCsult %R %R
Analytes I�l IDI
trans-1,3-dichloropropene I <0.00100 0.0500 0.0471 94 66-125
i,l-Dichioropropene I <0.00100 0.0500 0.0472 94 75-125
cis-1,3-Dichloropropene <0.00100 0.0500 0.0439 88 7d-125
Ethylbenzene <0.00100 0.0500 0.0505 101 75-125
Hexachlorobut�diene <0.00100 0.0500 0.0530 106 75-125
Isopropylbenzene � <0.00100 0.0500 0.0496 99 75-125
Methylene Chloride <0.00400 0.0500 0.0-060 92 50-144
MTF3I: <0.00100 0.0500 0.0403 81 60-140
N�phthalene <0.00200 0.0500 O.OS40 103 70-130
n-Propylbenzene <0.00100 0.0500 0.0542 108 75-125
Styrene <0.00100 0.0500 0.0462 92 75-125
1,1,1,2-Tetrachloroethane <0.00100 0.0500 0.0482 96 72-125
1,1,2,2=I'etrachloroethane <0.00100 0.0500 0.0412 82 74-12�
'Pe[r�chloroethylene <0.00100 0.0500 0.0525 105 71-125
'1'oluene <OA0100 0.0500 0.0515 103 59-139
1,2,3=�richlorobenzene <0.00100 0.0500 0.0645 129 75-137
1,2,4-Trichlorobenzene I <0.00100 0.0500 0.0510 102 75-135
1,1,2-'trichioroethane <0.00100 0.0500 0.0451 90 75-127
I,I,I-Trichloroeth�ne <0.00100 0.0500 0.0491 98 75-125
Trichloroethylene <0.00100 0.0500 O.Od81 96 62-137
Trichlorolluoromethane <0.00100 0.0500 OAd88 93 67-125
1,2,3=I'richloropropane ( <0.000181 O.OS00 0.0422 84 75-125
1,2,d-"f'rimethylbenzene <0.00100 0.0500 0.0507 101 75-125
1,3,5=I'rimethylbenzene <0.00100 0.0500 0.0518 104 70-130
Vinyl Chloride <0.000400 0.0500 0.051 I 102 GO-140
o\ylene <0.00100 0.0500 0.0479 96 75-125
m,p-�ylenes <0.00200 0.100 0.0989 99 75-125
Qlank Spike Recoveq� (D] = 100*[C]/[[3]
All residts are based on MDL and vtilidated tor QC purposes.
BRL - [3elo�v Reporting Limit
Page 105 of 127 Final 1.000
,, _ _ - _ _ __� . �,,
5, ��
° Blank Spike Recovery ' ;����
P►•oject Name: Ft. Wortli Central City Storm Water
Worlc Order #: 452174 Project ID• TSC08309
Lab I3�tch #: 900932 Sample: G29994-1-BKS �-latrix: Solid
Date Analyzed: I Ul4/2012 Date Prepared: l l/l4/2012 Analyst: SOP
Reporting Units: mg/kg I3atcl� #: f BLANI{ /BLANK SPIK� RECOVGRY STUDY
VOAs by SW-846 8260B Blanlc Spilcc I3lanlc 131an1c Control
Result Added Spilce Spilce Limits rlags
�AJ �I3� Rcsult %R %R
Anal}�t�s I�l I�I
Benzene I <0.00100 0.0500 0.0503 101 66-142
Bromobenzene <O.00luO 0.0500 O.OS01 100 75-125
[3romochloromethane <0.00100 0.0500 0.0450 90 60-140
Bromodichloromethane <0.00100 0.0500 0.0468 94 75-125
Bromoform <0.00100 0.0500 OA452 90 75-125
Me8�y1 bromide I <0.00100 0.0500 0.0477 95 fi0-140
tert-Burylbenzene <0.00100 0.0500 0.056b II�1 75-125
Sec-Butylbenzene <0.00100 0.0500 0.0597 119 75-125
n-E3utylbenzene ( <0.00100 O.OS00 0.0588 118 75-125
CarbonTetrachloride <0.00100 O.OS00 0.0547 109 (2-125
Chlorobenzene <O.00l00 0.0500 0.0511 102 60-133
Chloroethane <0.00200 0.0500 0.0532 106 60-140
ChioroCorm <0.00100 0.0500 0.0474 95 74-125
Methyl Chloride <0.00200 0.0500 0.0465 93 60-140
2-Chlorotoluene <0.00100 0.0500 0.0525 lOS 73-125
4-Chlorotoluene <0.00100 0.0500 0.0510 102 74-125
p-Cymene (p-Isopropyltoluene) I <0.00100 0.0500 0.0545 109 75-125
1,2-Dibroma-3-Chloropropane <0.000877 0.0500 0.0464 93 59-125
Dibromochloromethane <0.00100 0.0500 0.0480 96 73-125
1,2-Dibromoethane <0.00100 0.0500 0.0480 96 73-125
Methylene bromide ' <0.00100 0.0500 0.0462 92 6)-127
1,2-Dichlorobenzene I <0.00100 0.0500 O.OS09 102 75-125
1,3-Dichlorobenzene <0.00100 0.0500 O.OS07 101 75-125
1,4-Dichlorol>enzene <0.00100 0.0500 0.0507 101 75-125
Dichlorodifluoromethane I <0.00100 0.0500 0.0545 109 65-135
1,2-Dichloroethane <0.00100 0.0500 0.0432 86 63-127
1,1-Dichloroethane <0.00100 0.0500 0.0476 95 72-I25
trans-1,2-dichloroethylene ' <0.00100 0_0500 0.049S l00 75-125
cis-1,2-Dichloroethylene I <0.00100 0.0500 0.0466 93 75-125
1,1-Dichloroethene <0.00100 0.0500 O.OS34 107 59-172
2,2-Dichloropropane <0.00100 0.0500 O.OS07 101 75-125
1,3-Dichloropropine <0.00100 0.0500 0.0468 94 75-125
1,2-Dichloropropane <0.00100 0.0500 0.0436 97 74-125
Bl�nk Spike Recovery [D] = 100*[C]/[[3]
Ail results are based on MDL and validated for QC purposes.
F3RL - Below Reporting Limit
Page 106 of 127 Finai 1.000
, � �, _ _ __ -_.. �
�_.. .
Blank Spike Recovery �
£Y w�.
k �
�`Sh.�
Project Name: Ft. Worth Central Cit,y Storm Water
Wcrlc Order #: 452174
P►'oje�t ID:
TSC08309
Laib I3:�tch #: 900)32
Date Analyzed: I 1/14/2012
Samplc: G29994-I-E3KS Ni:�trix: Solid
Date Prepared: 1 U14/2012 Analyst: SOP
Reporting Units: mg/kg Batch #: 1 BLANI� BLHI'�ii SPII{G RGCOVLRY STUDY
VOAs by SW-846 8260B a�����t Spil<c I3lanlc Bla�ilc Control
Restdt Added Spike Spil<e Limits G'I�gs
[r�� �13� Res�dt %R °/uR
An�lytes I�I IDl
U�ns-1,3-dichloropropene � <0.00100 0.0500 0.0473 95 66-125
1,1-Dichloropropene I <0.00100 0.0500 0.0530 106 75-125
cis-1,3-Dichloropropene <0.00100 0.0500 0.0434 97 74-125
Gthylbenzene <0.00100 0.0500 0.0533 107 75-125
Hesachlorobutadiene <0.00100 0.0500 Q0600 120 75-125
Isopropylbenzene <0.00100 0.0500 0.0553 I t 1 75-125
Metliylene ChloriGc <O.00d00 0.0500 0.0495 99 50-144
MT'QE <0.00100 0.0500 0.0435 87 60-t40 �
N�phthalene <0.00200 0.0500 0.0455 91 70-130
n-Prop}�ibenzene <0.00100 0.0500 0.0554 I11 75-125
Styrene <0.00100 0.0500 0.0505 101 75-125
1,1,1,2-Tetrachloroethane <0.00100 0.0500 o.oa8a 97 72-125
1,1,2,2=1'etrachloroethane <0.00100 0.0500 0.0470 94 74-125
Tetrachloroeth}�lene <0.00100 0.0500 0.0533 107 71-125
T�o�ii�i�� <0.00100 0.0500 0.0495 99 59-139
1,2,3-Trichlorobenzene <0.00100 0.0500 0.0467 93 75-137
1,2,4-Trichlorobenzene I <0.00100 0.0500 0.0456 91 75-(35
1,1,2-"I'richioroethane <0.00100 0.0500 0.0455 91 75-127
i,l,l-T'richloroe0�ane <0.00100 0.0500 0.0526 105 75-125
"1'richloroethvlene <0.00100 0.0500 0.0521 104 62-137
Trichlorofluorometh<�ne <0.00100 0.0500 0.0541 t08 67-125
1,2,3=Crichloroprop�ne <OA00181 0.0500 0.0462 92 75-125
1,2,4-Trimethylbenzene <0.00100 0.0500 0.0537 107 75-125
1,3,5=Primethylbenzene <0.00100 0.0500 0.0541 108 70-130
Vinyl Chloride I <0.000400 0.0500 0.0535 107 60-140
o-Xylene <0.00100 0.0500 O.OSIO (02 75-125
m,p-\ylenes <0.00200 0.100 0.108 108 75-125
131ank Spike Recovery [D] _ �00*[C]/[[3]
All results are based on MDL and valid�ted for QC purposes.
I3RL - E3elo�v Reporting Limit
Page 107 of 127 Final 1.000
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Project Name: Ft. Worth Central City Storm Water
Wocic Order #: 452174
Lab E3atch #: 9��0640
Datc Analyzed: I 1/12/2012 12:31
QG Samplc ID: 452174-018 D
Reporting Units: %�
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Lab [3atc1� #: 900640
Date Analyzecl: 1 1/12/2012 12:31
QG S�mple ID: 452228-001 D
Reporting Units: %
Percent Moisture
Analyte
eroent Moisture
Lab Batch #: 900G44
Date Analyzed: 1 I/(2/2012 12:41
QG Sampie ID: 452174-019 D
Rcporting Units: %
Percent Moishu•e
An�lyte
Moisture
P�rojectlD: TSC08309
Datc Prcp�red: I t/12/2012 Analyst:JBU
Batch #: I Ntah•is; Solid
SAMPLG / SAMPLG DUPLICATG RECOVGRY
P:�rent Sampie Sample Conh•ol
Result Duplic:rte RPD Limits T���
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[3atch #: 1 ��Iatri�: Solid
SAMPL� / SAMPLE DUPLICATG RGCOVGRY
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E3RL - [3elo�v 2eporting Limit
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Page 126 of 127 Final 1.000 �
� XENCO Laboratories ���.� �,.
����1
Prelogin/Nonconformance Report- Sample Log-In ��•
Ciient: Freese & Nichols, Inc. Acceptable Temperature Range: 0- 6 degC
Date/ Time Received: 11/08/2012 04:41:00 PM Air and Metal samples Acceptable Range: Ambient
Work Order #: 452174 Temperature Measuring device used : IR2
Sample Receipt Checklist
3.5
Yes
Yes
No
No
No
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
N/A
N/A
N/A
Comments
#1 'Temperature of cooler(s)?
#2'Shipping container in good condition?
#3 `Samples received on ice?
#4 *Custody Seals intact on shipping container/ cooler?
#5 Custody Seals intact on sample bottles?
#6 *Custody Seals Signed and dated?
#7 �Chain of Custody present?
#8 Sample instructions complete on Chain of Custody?
#9 Any missing/extra samples?
#10 Chain of Custody signed when relinquished/ received?
#11 Chain of Custody agrees with sample label(s)?
#12 Container labei(s) legible and intact?
#13 Sample matrix/ properties agree with Chain of Custody?
#14 Sampies in proper container/ bottle?
#15 Samples properly preserved?
#16 Sample container(s) intact?
#17 Sufficient sample amount for indicated test(s)?
#18 All samples received within hold time?
#19 Subcontract of sample(s)?
#20 VOC samples have zero headspace (less than 114 inch bubble)?
#21 <2 for all samples preserved with HNO3,HCL, H2SO4?
#22 >10 for all samples preserved with NaAs02+NaOH, ZnAc+NaOH?
not present
notpresent
not present
* Must be completed for after-hours delivery of samples prior to placing in the refrigerator
_
Analyst: I PH Device/Lot#: '
Checklist completed by: ���'(���i�Gi(��- Date: 11/09/2012
_
_
Angelica Martinez
Checklist reviewed by:
Date: 11/OS/2012
Page 127 of 127 Finai 1.000
Mr. Carl DeZee
I<imley Horn and Associates
80( Cher�y Street, Unit 1 l, Suite 950
Fort Worth, Texas 76102
RE: Limited Phase II [nvestigation
North Commerce Street
' 700 Block and 900 Block North Commerce Street, Foct Worth, Texas
W&M Project No. 823.003
Dear M��. DeZee:
W&M Environinental Grou�, Ina (W&M) conducted a Limited Pllase II investigation in January 26,
2012, on behalf of Kimley-Horn and Associates, which consisted of soil sampling in the 700 Block and
900 Block ofNorth Commerce in Fort Worth, Texas (Site). The purpose of the limited investigation was
to sample soils that may be disturbed as part of the Trinity River Vision Utility Relocation Project. The
Site location is presented in Figure 1 and sampling locations are pi•esented in Figure 2.
SO[L [NVESTIGATION
During a geotechnical exploration being performed by Gorrondona and Associates, Ine. (G&A),
petroleum like odocs were obse��ved in soil from 6 to 18 feet below ground surface (bgs). A review of
W&M's previous investigation along North Commerce Street identified four soil borings (WMSB-50,
WMSB-61, WMSB-63, and WMSB-64) that were pi•oximate to G&A's bo►•ings in wllich fuel odors wece
observed. On January 26, 2012, W&M advanced fo�u� soil borings to pcobe refusal to it�vestigate
' observations made by G&A and assess potential environmental impacts to the Site fi�om propecties
adjoining the roadway. A photographic log of investi�ation activities is presented in Attachment A.
Subsu►•face Soil Investigation
Four soil borings (WMSB-SOA, WMSB-61A, WMSB-63A, and WMSB-64A) were advanced in the 700
and 800 Blocks ofNorth Commerce Street, as shown in Figure 2. Soil boring WMSB-S1A was advanced
approaimately 175 feet sot�th of the intersection of NE 7`�' Sh�eet and North Commerce Street to a refusal
depth of 20 feet bgs on limestone. Soil at WMSB-S IA consisted of approximately one foot of fill and
roadway material followed by I 1.5 feet of low plasticity, sandy clay. Clayey sand soil was obseived to a
depth of appco�imately 19 feet bgs followed by poorly graded sand over limestone. The soil was feld
screened at two-foot intervals for staining, odors, and volatile compounds with a photoionization detectoc
(PID). Field observations did not note evidence of a release at WMSB-S IA. Soil boring logs are
provided in Attachment B. Soil boring WMSB-61A �-vas advanced approximately 250 feet north of the
intersection ofNE 8`�' St�•eet and No►�th Commerce Street to a depth of 16 feet bgs. Soil at WMSB-61A
consisted of appcoximately one foot of fill and roadway material followed by 10 feet of low plasticity,
sandy clay. A foot of poorly graded sand followed by fow- feet of saturated, gravely sand was obse�ved at
www.wn�m.can
AUSTIN FORT WQRTH MOUSTON PLANO
Febcuary 22, 2012
Mc. Carl DeZee
Februaty 22, 2012
Page 2
1( feet bgs until probe refusal due to soil sat�u•ation. Similar to WMSB-S lA, iield obselvations did not
identify evidence of a petrole�un release at WMSB-61A. WMSB-63A was advanced approxitnately 200
feet south of the intecsection of NE 9°i Stceet and North Coin�nerce Street. Approximately 12 feet of
sandy clay with low plasticity was obsecved below the roadway and fill material at WMSB-63A. A
strong petcofeum odoi• was obsei•ved in the moist soil approtimately 10.5 fee bgs. At 13 feet bgs,
appco�imately 18 inches of saturated sancl with some gcavel and a sh•ong petroleuin odor was obseived
under the sandy clay. The final three feet of soil at WMSB-63A consistecl of saturated, sandy gravel with
a strong petroleuin odor. In adciition to tlle olfactoiy observations made, higher PID readings wece
obsei•ved fi•o�n 12 feet bgs (420 pp�n) thco�igh the bottom of the boi•ing (730 ppin) witll the highest
readings obse�ved at 14 feei bgs (2,500 ppm). The final boring, WMSB-64A was advanced
approximately 100 feet south of the inteisection of NE 9`�' Stceet and North Commerce Street. Soil at
WMSB-64A, similar to WMSB-63A, was observed to have strong petroleum odois stai•ting at 10 feet bgs
thcough the refusal point at 18 feet bgs. Saturated soil at WMSB-64A was obseived at 12 feet bgs.
Elevated PID re�dings were first noted at 10 feet bgs at WMSB-64A with a reading of 125 ppm. PID
ceadings tal<en at 12 feet, 14 feet, and 16 feet bgs were eacl� above the nletei's rai�ge of 4,000 ppm. The
soil at 18 feet bgs had a reportable PID reading of 3,500 ppm.
Samples wece collected from soil witll the higllest PID values, at the water interface, and/or at the bottom
of the boring and placed in laboratory-supplied glass jars. The collected soil samples wei•e delivered to
Xenco Laboratocies in Dallas, Texas. Selected samples were analyzed for total petroleum hydrocarbons
(TPH) by Texas Method 1005 and volatile organic compounds (VOCs) by U.S. Environmental Protection
Agency (BPA) Method 8260 at the bottoln of each push.
S�mple Analysis anct Results
Analytical results foc the soil sampling ace summarized in Table 1. A copy of the laboratory analytical
ci�ta pacicage is presented in Attachment C.
The Protective Concentration Level (PCL) determination criteria used was cominerciaVindustrial (C/I)
due to the eaistei�ce of a man�rfact�u•ing and disti•ibution facilities along the i•oadway as well as a
petcoleum refinei•y located along the 900 bfock of North Commerce Street. The cesidential gi•oundwater
ingestion PCL was selected as the critical PCL due to worl<er contact with the soil during utility
relocation.
Labor�toiy analysis identified detectable concenti�ations of VOCs only in sa�nples collected at WMSB-
64A. The VOC constituents obsecved at WMSB-64A were sec-butylbenzene, n-butylbenzene, p-
isopropyltoluene, naphthalene, and n-propylbenzene. Howevec, the obseived concentratioi�s were below
the selected PCLs. TPH concentrations above tl�e ccitical PCLs wel•e observed in the samples collected at
WMSB-63A and WMSB-64A. Subsequently, the sample with the highest TPH concentcation, WMSB-
64A-16' was analyzed for polycyclic aromatic hydrocarbons (PAHs) by EPA method 8270C. Of the 16
PAH constituents analyzed, only detectable concentcations of naphthalene were observed at 0.434 mg/I<g,
below the critical PCL of 31 mg/kg.
CONCLUSIONS
Review of analytical i•esults for soil samples collected at the Site note detectable concentrations of TPH,
VOCs, and PAHs indicative of a historical release that has degcaclecl to concentcations that do not presei�t
a health or environmental risk.
iV&NI Eirniro�tn�e��trd Group, /nc (►f'�Cht Project No. 823.003)
Ml•. Carl DeZee
February 22, 2012
Page 3
This report was prepared for the sole use of Kimley-Horn and Associates anc� the City of Fort Wocth and
shall not be relied upon by any othec p�rty without the expcess prior written consent of Ki�nley-Horn and
Associates, the City of Fort Worth, and W&M. This document was developed by employing generally
accepted methods and customa�y practices of the environ�l�ental profession.
W&M appreciates the opportunity to be of secvice to you on this p��oject. If you have any questions or
need additional information, please %el free to contact us.
Veiy truly,
W&M ENVIRONMENTAL GROUP, INC.
.
Gene Murray, .G.
Vice P��esident
-�-
/ �j , j ,h.
, �, �
.. � �,
, :
� �f
Steven Fui•lougli
Environmentat Scientist
{VX Af Environn�ent�r! Group, /nc. (If�dA/ Projecl No. 823.003)
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PHOTOGRAPHI� LOG
ATTACHMENT A
{I'XA/E�inira�nteulal Grottp, h�c. ({i'&Al Project No. 823.003)
Commerce Street.
BH-4( as viewed to ��est.
�
A � �
l` i=
Attachment A
Photo�raphic Lo�
700 Blocic and 900 Block Nordi Conuncrcc
Strcct
Fort Worth, Tcxas
2/22/ 12 Phasc II WCM Projcct No.: 823.003
Photo 1: Installation of WMSB-50A, in the 700 block of North
Photo 2: Installation of WMSB-61A, proximate to GSA boring
Attachment A
Photo�raphic Log
700 Block and 900 Block Norch Con�nlcrcc
Strcct
_ � ���� � '�'� � � ForC Wortl�, Tcxas
� 2/22/ 12 Phasc II WCM Projcct No.: 823.003
Photo 3: View of WMSB-64A bein� advanced south of the in-
tersection �vith NE 9th Street.
SOIL BORING LOGS
DIAGRAMS
ATTACHMENT B
IVRA1 Environn�eirtrd Grotrp, /nc (lVdd� PraJect No. 823.003)
BORING NUMBER WMSB-50A
W&IvI Eiivironnlental Group, Inc PAGE 1 OF 1
�= �;� www.wh-m.cc�m
CLIENT Kimlev Horn PROJECT NAME TRV Utilitv Relocation Project
PROJECT NUMBER 823.003 PROJECT LOCATION Fort Worth - North Commerc:e
DATE STARTED 1/26/12 COMPLETED 1/26/12 GROUND ELEVATION 537 ft HOLE SIZE 2"
DRI��ING CONTRACTOR Maqna Core GROUND WATER LEVELS:
DRILLING METHOD Geonrobe AT TIME OF DRILLING -
LOGGED BY SF CHECKED BY GM AT END OF DRILLING --
NOTES 32.768469 N. 97.339462 W AFTER DRILLING --
w
}� U
= i— w � = Q
w$ �� � °- O MATERIAL DESCRIPTION �-
o �Z � � a
a
0
�
0.5 Asphalt over concrete 536.5
�.o Fill, dark gray, clay 536.0
Ciay, dark gray, some sand, friablP, dry
2.1
CL
_ _ 4.0 _ _ _ 533.0 1.5
Ciay, dark brown, sandy, friable, low plasticity, calcium in fractures, siight chemica� odor at 4' to 8'
5 stronger at 12'.
MS850 -6' 1.5
CL 1.7
10 MS650 -10' 1.8
1.8
12.5 524.5
Sand, brown, clayey. low plasticity, friabie, very moist at 13.5', magnesium nodules, higher clay content � 2
at 15'
N
0 1.8
0 15
c?
� gp_ :
z SC : 2.3
�
a
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w
U
W 2.6
�....
o__:'.':19.0--------------------------------------------518.0
= Sand, light brow�, friable, very moist, occasional magnesium nodules.
0 20 MSB50 - SP 20•� Refusal at 20' on limestone (confirmed with HCI) 517.0 3.4
z Bottom of hole at 20.0 feet.
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� 25
BORING NUMBER WMSB-61A
W&Ivt Environmental Group, Inc. PAGE 1 OF 1
���+; � . ���* www.wh-m.coul
C�IENT Kimlev Horn PROJECT NAME TRV Utility Relocatio� Proiect
PROJECT NUMBER 823.003 PROJECT LOCATION Fort Worth - North Commerce
DATE STARTED 1l26112 COMPLETED 1/26112 GROUND ELEVATION HOLE SIZE 2"
DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS:
DRILLING METHOD Geoprobe � AT TIME OF DRILLING 12.0 ft
LOGGED BY SF CHECKED BY GM AT END OF DRIILING --
NOTES 32.771636 N. 97.341522 W AFTER DRILLING --
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11.0
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BORING NUMBER WMSB-63A
W&IvI Environmental Group, Inc. PAGE 1 OF 1
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CLIENT Kimlev Horn PROJECT NAME TRV Utilitv Relocation Prolect
PROJECT NUMBER 823.003 PROJECT LOCATION Fort Worth - North Commerce
DATE STARTED 1/26/12 COMPLETED 1/26/12 GROUND ELEVATION HOLE SIZE 2"
DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS:
DRIIIING METHOD Geoprobe � AT TIME OF DRILLING 13.0 ft
LOGGED BY SF CHECKED BY GM AT END OF DRI��ING --
NOTES 32.771618 N 97.341500 W AFTER DRILLING --
,' w
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B(3RING NUMBER WMSB-64A
j W&M Environmental Group, Inc. PAGE 1 OF 1
����: �=�4 www.wh-ul.conl
GLIENT Kimiev Horn PROJECT Nl�iilE TRIi Utility Relocation Proiect
PROJECT NUMBER 823.003 PROJLCT LOCATION Fort Worth - North Commerce
DATE STARTED 1l26/12 COMPLETED 1/26/12 GROUND ELEVATION HOLE SIZE 2"
DRILLING CONTRACTOR Maqna Core GROUND WATER LEVELS:
DRILLING METHOD Geoprobe � AT TIME OF DRILLING 12.0 ft
LOGGED BY SF CHECKED BY GM AT END OF DRII.IING --
NOTES 32.771896 N 97.341704 W AFTER DRILLING --
w
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6.3
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10.7
5 5.0
-- -----------------------------------------------
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--. 6.0---------------------------------------------- 12.3
Clay, dark brown, sandy, low plasticity, iron in fractures, tight, stiff
CL
f3.9
9.0
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
Clay, gray grading to brown, sandy, low plasticity, moist, strong petroleum odor at 10' to 11'
10 C� 125.7
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MSB64 -12' � >4,00
N SP
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LABORATORY ANALYTICAL
DATA R�PORTS
ATTACHMENT C
►i�RM Eirniro�tnren�ul Crarp, /nc. (li'X b� Projec/ No. 823.003)
Analytical Report 435827
fot-
Kimley-Horn and Associates
Project 1!'�r...ager: Gene Murray
TRV-N. Main (Commerce Street)
0G1018052
14-F�B-12
Collected By: Client
Celebratiug 20 Years of commitment to excellence in Environmental Testing Services
r.�' �"R`�,
; t `'�J
E�e�TMF� , .
4_a.�
9701 Ha�•ry Hines Blvd, Dallas, TX 75220
Pii:(214) 902-0300 Fas:(214) 351-9139
Xenco-I-iouston (EPA Lab code: TX00122):
Texas (T104704215-10-6-TX), Acizona (AZ0765), Arlcansas (08-039-0), Connecticiit (PH-0102), Florida (E871002)
Illinois (002082), [ndiana (GTX-02), [owa (392), K�i�sas (8-10380), Kent�icky (45), Louisia��a (03054)
New Hampshice (297408), New Jersey (TX007), New Yorlc (1 1763), Oklahoma (9218), Peni�sylvania (68-03610)
Rllode [sland (LA000312), USDA (5-44102)
Xenco-Atlanta (EPA Lab Code: GA00046):
Florida (E87429), North Carolina (483), South Carolina (98015), Utah (AAU 1), West Virginia (362), Kentucl<y (85)
Lo�iisiana (04176), USDA (P330-07-00105)
Xei�co-Miami (EPA Lab code: FL01152): Florida (E86678), Nlarylancl(330)
Xenco-Tan�pa Mobile (EPA Lab code: FL01212): Florida (G84900)
Xenco-Odessa (EPA Lab code: TX00158): Texas (T104704400-TX)
Xenco-Dallas (EPA Lab code: TX01468): Texas (T104704295-TX)
Xenco Phoenix (GPA Lab Code: AZ00901): Acizona(AZ0757)
Xenco-Phoenix Mobile (EPA Lab code: AZ00901): Arizona (AZM757)
Xenco Tucson (BPA Lab cocie:AZ000989): Arizona (AZ0758)
Page 1 of 42 Finai 1.001
Table of Contents
Report Cover 1
Cover Letter 3
Case Narrative 4.
Summary (C of A) Landscape 7
Explanafion of Qualifiers (Flags) ` 15
Surrogate Recoveries 16
Blank Spike Recaveries 24'
Blank Spike - Blank Spike Duplicate Recoveries 29
Matrix Spike - Matrix Spike Duplicate Recoveries 30
coc 38
Page 2 of 42 Final 1.001
t����3
���
14-FEB-12
Project Manager: Gene Murray
Kimley-Hocn and Assoei�.���
801 Cheriy Street, Unit #1 1
Ft. Woctil, TX 76102
Reference: XENCO Repoct No: 435827
TRV-N. Main (Commerce Street)
Pi•oject Address: TRV-N. Main (Commerce Stceet)
Gene Murray:
We are reporting to yo�� the results of the analyses perfocmed o» the san�ples receivec( under the project name
referenced above and identified with the XENCO Repoct Number 435827. Al( results being reported w�dec
this Report Number apply to the samples analyzed and properly identified with a Labocatoiy ID number.
Subcontracted analyses �ce identified in this report with either tl�e NELAC cectification number of the
subcontcact lab in the analyst ID field, or the complete s�lbcontcacted report attacheci to this report.
Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with
NELAC standards. Estimation of data uncertainty foi• this report is found in tlle quality contro( section of this
report unless otherwise noted. Slloulci insufficie��t sample be pi•ovided to the laboratoiy to meet tl�e �nethod
and NELAC Matri� Duplicate and Matrix Spil<e requirements, then the data will be analyzed, evaluated and
repocted using all other availab(e quality contcol measures.
The validity and integrity of tl�is i•eport will cem�in intact as long as it is accompanied by this lettel• and
reproduced in f�ill, unless �vi•itten approval is gcanted by XENCO Laboratories. Tl�is cepoi•t will be filed for at
least 5 yeais in our archives after which time it will be destroyed witho�it further notice, unless otherwise
arranged with you. The samples received, and described as recorded in Report No. 435827 will be filed for
60 days, and after that time they will be properly disposed without further notice, �inless otherwise arranged
with you. We 1•eserve the rigl�t to ceturn to you any unused samples, e�tracts oc solutions related to them if we
consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standacd
practices, controlled substances �indec regulated protocols, etc).
We thank you for selecting XENCO Laboratories to serve yo�u• analytical needs. If you have any questions
concecning this report, please feel fi•ee to contact us at any time.
Respectful ly,
�___------
�
Carlos Castro
Managing Dicector, Texas
Recipiei�t of die Prestigious Smnll 6usiness Arinriiristration Award of E,�cel(ence in 1994.
Cerlifred aitd npproi�ed G�> »unreroi�s Slcde.r a��d Agei�cies.
A Sntall 6r�si��ess ni�d A�lii�orily Slaltts Cvmpa���� lhnt delivers SERf�/CG m�d QUAL/TY
Houston - Dallas - San Antonio - Austin - Tampa - Miami - Atlanta - Corpus Christi - Latin America
Page 3 of 42 Final 1.001
CASE NARRATIVE
�� CCient Nrenre: ICinzley-Hotm an�! Associates '� ����
�
����
Pr�oject Nnr��e: TRV N. Maiii (Comme��ce Street) "'^��' �
Project ID: 06101805_7 Report Date: 1=�-FEB-12
' T�TJo�•k O�°der Nalml�e��• 435827 Date Received: 01/26/2012
Sample receipt non conformar►ces and comments:
Per Steven F., add PAH to SXS 012 on standard tat.
Sample receipf non conformances and comments per sample:
None
Page 4 of 42 Final 1.001
CASE NARRATIVE
� • Clierrt N�r�ne: ICinzley-Hori� «rid Associales °'�§ �����
� ����, �;
Project Na��te: TRV-N. Main (Conl��zerce Street) �^��''"
Project ID: 061018052 Report Date: 14-FEL�-12
YT�o�°k O�•der Nirn�be�^: 435827 Date Received: 01/26/2012
Batch: LBA-880090 VOAs by SW-846 8260B
SW82608
Batch 880090, Dibrcm�fluoromethane recovered below QC limits . Mafrix interferences is
suspected; data confirmed by re-analysis
Samples affected are: 435512-008 S,435512-008 SD.
[.9� E���i :�
Batch 880090, Chloroform, Methylene Chloride detected in the blank below the MQL but above
the SQL; possible laboratory contamination.
Samples affected are: 435827-005, -006, -002.
SW82608
Batch 880090, 1,2-Dibromo-3-Chloropropane RPD was outside QC limits.
Samples affected are: 435827-005, -006, -002
[.`1�E:3��i :
Batch 880090, 1,1,2,2-Tefrachloroethane recovered below QC limits in the Matrix Spike and
Matrix Spike Duplicate. 1,1,1,2-Tetrachloroethane, 1,2,4-Trimethylbenzene, 1,2-Dibromo-3-
Chloropropane, 1,2-Dichlorobenzene, 1,3,5-Trimethylbenzene, 1,3-Dichloropropane, 2-
Chlorotoluene, 4-Chlorotoluene, Bromochloromethane, Bromoform, Dibromochloromethane,
Isopropylbenzene, MTBE, Naphthalene, n-Propylbenzene, tert-Butylbenzene recovered above
QC limits in the Matrix Spike. 1,2,3-Trichloropropane, Bromobenzene, Trichloroethylene
recovered above QC limits in the Matrix Spike and Matrix Spike Duplicate.
Samples affected are: 435827-005, -006, -002.
The Laboratory Control Sample for Bromochloromethane, 1,3-Dichloropropane, 1,2,3-
Trichloropropane, MTBE, 2-Chlorotoluene, tert-Butylbenzene, Naphthalene, Trichloroethylene,
Bromobenzene, 1,3,5-Trimethylbenzene, 1,2,4-Trimethylbenzene, Isopropylbenzene, 1,1,2,2-
Tetrachloroethane, 1,1,1,2-Tetrachloroethane, 1,2-Dichlorobenzene, Dibromochloromethane, n-
Propylbenzene, 4-Chlorotoluene, Bromoform, 1,2-Dibromo-3-Chloropropane is within laboratory
Control Limits
Page 5 of 42 Final 1.001
CASE NARRATIVE
� �.�°,,�,.
Cliei�t N�inre: ICin7ley-Horn arrd Associates ,;� ,
�;
Project N�une: TRV-N. Nlain (Com�Tterce St�^eet) ��.�~�
Project ID: 061018052 Report Date: 14-FEB-12
YVo�°Ic Orde�� Niin�bel^: �35827 Date Received: 01/26/2012
Batch: LBA-880332 Total Petroleum Hydrocarbons by Texas 1005
MS/MSD The addition of surrogate(s) was inadvertently omifted.Analyte ranges recovered within
limits
Batch: LBA-880411 VOAs by SW-846 82608
SW8260B
Batch 880411, Toluene-D8 recovered above QC limifs . Matrix interferences is suspected; data
confirmed by re-analysis
Samples affected are: 435827-012.
S W82608
Batch 880411, Dichlorodifluoromethane recovered below QC limits in the Matrix Spike Duplicate.
Samples affected are: 435827-007, -008, -010, -012.
The Laboratory Control Sample for Dichlorodifluoromethane is within laboratory Control Limits
Batch: LBA-881205 SVOAs by SW 8270C
S W8270C
Batch 881205, Anthracene, Benzo(a)pyrene, Benzo(g,h,i)perylene, Dibenz(a,h)anthracene,
Fluoranthene, Indeno(1,2,3-c,d)Pyrene, Phenanthrene recovered below QC limits in the Matrix
Spike and Matrix Spike Duplicate.
Samples affected are: 435827-012.
The Laboratory Control Sample forAnthracene, Dibenz(a,h)anthracene, Fluoranthene,
Benzo(g,h,i)perylene, Benzo(a)pyrene, Phenanthrene, Indeno(1,2,3-c,d)Pyrene is within
. laboratory Control Limits
Various compounds fail in the MS/MSD, however all compounds in BKS/BSD are within control
limits
Page 6 of 42 Final 1.001
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Flagging Criteria
\ In our quality control revie�v of the data a QC deficiency �vas observed and flagged as noted. MS/MSD recoveries were found to be
outside of tl�e 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.
13 A target analyte or canmon laborator}� cont�minlnt was ideutified in the methocl bivik. Its presence indicates possible field or
laboratory contamination.
D The sample(s) were di(uted due to targets detected over the highest point of the calibration cw�ve, or due to matri� interference.
Dilution factors are included in the tinal results. The restdt is from a diluted sample.
G The d�ta eaceeds the upper calibration limit; therefore, the concentration is reported as estimated.
r RPD exceeded I�b control limits.
.7 The target analyte was positively identificd belo��v the quantiation limit and above the detection limit.
U Analyte was not detected.
L The LCS data for this anal}�tic�l batc(� was reported belo�v the laboratory control limits for �his ana(yte. The department supervisor and
QA Director reviewed data. The s�mples �vere either reanllyzed or llagged as estim�ted concentrations.
H The LCS data for this analytic�l batch was reported above the laboratory eontrol limits. Supl�orting QC Data were reviewecf by d�e
Department Supervisor and QA Director. Data ��vere determined to be valid for reporting.
IC Sample analyzed outside of'reconunended hold time.
JN A combination of the "N" and die ".I° qualitier. The �nalysis indicates that the anllyte is °tent�tively identilied° and the associated
numerieal value may not be consistent with the amount actually present in the environmental samp(e.
�` Surrogate recovered outside laboratory control limit.
[3RL Belo��v Reporting Limit.
RL Reporting C,imit
(14DL Metl�od Detection Limit SDL Sample Detection Limit I.OD Limit of Detection
PQL Practical Quantitation Limit ��IQL Method Quantitation Limit LOQ Liu�it of Qu�ntit<ition
DL Method Detection Limit
NC Non-Calculable
+ Outside XGNCO's scope oPNELAC Accredit�tion. ^ NGLAC or State progr�m does not of[er Aca�editztion at this tiine.
lZecipieiN of Ure Prestigiorrs Sntnl/ l3trsiiress Ad��rinisti•atioir A►v�u•d of E,�cel/ence n� 19>4.
Certrfied and nJ���roi�ed b�� ntnnerous SIules nnd Agencies.
�t Smnll Business and A�lirrori/�� SIaRr.r Contprn7y lha/ deli>>ers SL�R f�ICE anc! QUfiLITi'
Houston - Dallas - San Antonio - Adanta - Midland/Odessa - Tampa/Lakeland - Miami - Phoenix - Latin America
Phone Fns
4143 Grecnbriar Dr, Sta(%rd, T\ 77d77 (281) 2d0-4200 (281) 240-4280
9701 Hnny llines E3h�d , D:dlas, T\ 7522U (214) 902 0300 (214) ;51-9139
5332 Dlackbeiry Dri��e, S�n Autonio Ta 7A23A (210) 509-3534 (210) 509-3335
2505 North Faikenburg Rd, Tampa, �L 33G 19 (813) 620-2000 (81;) 620-203;
5757 N\1� 158th St, �-linmi Lakes, PL ;301d (305) 823-8500 (305) 823-3555
12600 R�est L20 East, Odessa, T\ 79765 (d32) 5G3-1800 (432) 563-1713
6017 Finnncial Diive, Norcinss, GA 30071 (770) 449-8800 (770) 449-5�177
3725 E. Atlanta Ave, Phoenis, AZ SSOdO (602) 437-0330
Page 15 of 42 Final 1.001
Form 2 - Surrogate Recoveries
Project Name: TRV-N. Main (Commei•ce Street)
Worl< Orclers : 435827, I'roject ID: 061018052
Lab I3atch #: 880090 s;�����j�; 435827-002 / SMP Batch: 1 ��tah�ix:Solid
Units: mg/kg Datc Analyzed: OU30/l2 17:09 SURROGATG R�COVGRI' STUDl!
VOAs by SW-846 8260B t�mounr •I'ru� contro�
, P'ound Amount 2ecovcry Limits Flags
(A� [13) '%�R '% R
Analytes [�I
4-F3romo(luorobenzene 0.0524 0.0500 105 58-152
Dibromotluoromethane 0.0519 0.0500 104 7d-126
1,2-Dichloroethane-D4 0.0529 0.0500 106 80-120
Toluene-D8 0.0491 0.0500 98 73-132
Lab I3atch #: 880090 Sampic; 435827-005 / SMP I3atch: i Nlatrix:Solid
Units: mg/kg Date Analyzed: 01/30/l2 17:31 SURROGATG RGCOVGRI' STUDY
VOAs by SW-846 8260B ��»������ "►'���,� c�„r���i
�ow�d Amount Recovcry Limits �lags
' jA� �I3� '% R '% R
E�ilalj�iCS ���
4-Bromofluorobenzene 0.0536 0.0500 107 58-152
Dibromofluorometh�ne 0.0511 0.0500 t02 74-126
1,2-Dichloroethane-D4 0.0562 0.0500 112 80-120
Toluene-D8 OA498 0.0500 100 73-132
Lab I3atch #: 880090 Samplc: 435827-006 / SMP I3atch: 1 ��Iatrix:Solid
Units: mg/kg Datc Analyzed: 01/31/12 10:50 SURROGATG RGCOVGRY STUDI'
VOAs by SW-846 8260B ���,a����r Truc conrro�
round Amotuit Recovcr}' LIIT11t5 rl.�gs
jA� (13) %�R '% R
Anatytes �D�
4-[3romofluorobenzene 0.0492 0.0500 98 58-152
DibromoFluoromethane 0.0493 0.0500 100 74-126
' 1,2-Dichloroethane-D4 0.0547 0.0500 109 80-120
'I'oluene-D8 0.0511 0.0500 102 73-132
Lab Batch #: gg�41 � Sample: 435827-007 / SMP Batcl�: I \4ah•ia: So(id
Units: �ng�kg Datc Analyzed: 01/31/12 14:24 SURROGATG RGCOVGRY STUDI'
VOAs by SW-846 8260B ��"������ •r�•��� co��t���i
FounJ Amount Recovcr,y Limits ['lags
��) �B� '%�R '%�R
Analytes ���
4-E3romofluorobenzene 0.0512 0.0500 102 58-152
Dibromofluoromethane 0.0463 0.0500 93 7�1-126
1,2-Dichloroethane-D4 0.0477 O.OS00 95 80-120
Toluene-D8 0.0474 OA500 95 73-132
" Surrogate outside of Laboratory QC limits
�� ** Surrogates outside limits; data and surrog�tes confirmeA by reanalysis
*�* Poor recoveries due to dilution
Surrog�te Recovery [D] = 100 * A/ E3
All results are based on MDL �nd validated for QC purposes.
Page 16 of 42 Final 1.001
Form 2 - Sut�rogate Recoverie�
Project Name: TRV-N. Main (Commerce Street)
Worlc Orders : 435827, Project ID: 0G1018052
Lab I3atch #: gg041 I Samplc: 435827-008 / SMP F3atch: 1 Matrix: Solid
Units: mg/kg Date Analyzed: 01/31/I2 16:14 SURROGATG RGCOVGRY STUDY
VOAs by SW-846 8260B ��»�����r �r�•U� c���n�oi
Pound Amount Rccovcry Limits ['I;igs
I�I ln� �i,a �i,a
Analytes �°�
4-Qromo�luorobenzene 0.0501 0.0500 100 58-152
Dibromofluoromethane 0.0478 0.0500 96 74-126
1,2-Dichloroethane-D4 0.0468 0.0500 94 80-120
Toluene-D8 0.0512 0.0500 102 73-132
Lab B1tch #: 880411 Samplc: 435827-0(0 / SMP B�tch: 1 Mah�ix:Solid
Units: mg/kg Datc Analyrcd: 01/3 Ul2 16:57 SURROGATG RGCOVGRI' STUDY
VOAs by SW-846 8260B ��°��°��r T'ruc conrro�
P'ound Amount Recovcry Limits �I��gs
IAI In� '%,R '%�R
Analytes �°�
4-Bromofluorobenzene 0.0551 0.0500 I10 58-152
Dibromofluoromethlne 0.0472 0.0500 9d 74-126
1,2-Dichloroeth�ne-D4 OA490 0.0500 98 80-120
Toluene-D8 0.0569 0.0500 114 73-132
Lab Qatcl� #: 880411 Samplc: 435827-012 / SMP I3atcic � A�I:itrix:Solid
Units: tng/kg D:itc r�nal,yred: 01/31/12 17:41 SURROGATE RGCOVGRY STUDI'
VOAs by SW-846 8260B ^�„�����t T�•�,� co��c���i
Pound Amow�t Recovcr,y Limits I�'Ings
�A� �13� '% R '%�R
Analytes ���
4-Qromotluorobenzene 0.0734 0.0500 147 58-152
Dibromo(luorometh�ne 0.0458 0.0500 92 74-126
I,2-Dichloroethane-D4 O.Od61 0.0500 92 AO-120
Toluene-DS 0.0940 0.0500 18A 73-132 **
Lab 13atch #: 880332 Samplc: 435827-002 / SMP I3atch: 1 Ntatrix: Solid
Units: mg�kg Date An,�lyzed: 02/02/l2 10:39 SURROGATE RECOVCRY STUDl'
� Amount "Cruc Control
Total t etroleum Hydrocarbons by Texas 1005
P'owul Amount Recuvcry Limits �I�igs
�A� �[3� '%�R '% R
Analytes ���
I-Chlorooctane 87.8 99.8 88 70-130
o-Terphenyl I 58.6 499 117 70-130
* Surrog�te outside of Labor�tory QC limits
�* Surrogltcs outside limits; d�ta and surrogates contirmed by reanalysis
�** Poor recoveries due to dilution
Surrogate Recovery [D] = 100 * A/ E3
nll results �re b�sed on MD[. 1nd v�lidated lor QC purposes.
Page 17 of 42 Final 1.001
' Form 2 - Surt-ogate Recoveries
Project Name: TRV-N. Main (Commerce Street)
Woric Orders : 435827, Project ID: 06I018052
Lab [3atch #: gg0332 Sn������; 435827-005 / SMP I;atch: 1 A4atriz: Solid
Units: mg/kg Dafe Analyzcd: 02/02/12 (1:01 SURROGATG RGCOVERY STUDY
Total Petroteum Hydrocarbons by Texas 1005 �°1°""t T''°� c°"�''°i
�ound Amowrt liecover3� Limits G'lags
�A� �I3� '%�Ii '% R
Analytes �n►
I-Chlorooctane 83.8 99.9 84 70-130
o-Terphenyl 56.8 50.0 114 70-130
Lab [3atch #: 880332 Sample: 435827-006 / SMP l3ntch: � n4atri�: Solid
tlnits: mg/kg Uate Anniyzcd: 02/02/12 I 1:23 SURROGATE R�COV�RY STUDI'
Total Petroleum Hydrocarbons k�y Texas 1005 ��O1Ot1°� "►•�'„� c���c���,i
P'ound Amount Rccovery Limits �lags
(A� �[3� '%�R '% R
[�Ila�yieS ���
1-Chlorooctane 84.a 99.4 85 70-130
o-Terphenyl 56.8 49.7 114 70-130
Lab Batcl� #: gg0332 Sample: 435827-007 / SMP I3atch: � A4atris: Solid
Units: mg/kg Date Analyzed: 02/02/12 11:44 SURROGATE RECOVGRY STUDY
Total Petroleum Hydrocarbons by Texas 1005 ���������r •r����� co��r���i
�ound Amount Recovcry Limits �lags
(A� �[3� '% R '%�R
Analytes �n►
1-Chlorooctane A2.7 99.6 83 70-130
o-Terphenyl 56.8 49.8 114 70-130
Lab 13atch #: 880332 Samplc: 435827-008 / SMP 13atch: 1 Nlah•ix:Solid
Units: mg/kg Date Analyzed: 02/02/l2 12:05 SURROGATE RECOV�RY S"I�UDY
Totat Petroleum Hydrocarbons by Te�as 1005 A��tount Truc co„r�•�i
�ound Amount Recovcry Limits P'I��gs
�A) �13) '% R '% R
Analytes �D�
I-Chlorooctane 91.9 99.5 92 70-130
o=Cerphenyl 6t.0 49.8 122 70-130
Lab I3atch #: 880332 Sample: 435827-010 / SMP I3atch: l Alatrix: Solid
Units: mg/kg Datc Analyzed: 02/02/12 12:27 SURROGATG RGCOVGRY STUDY
Total Petroleum Hydrocarbons by Texas 1005 r�mount True Conh•oi
�ound Amount Recovcry Limits Plags
�r�� (13� '% R '% R
� Ana�j'ieS ���
I-Chlorooctane 87.4 99.5 88 70-130
o-'1'erphenyl 59.7 49.8 120 70-130
'� Surrog�te outside of L�boratory QC limits
' *� Surro�ates outside limits; deta and surrog�tes confirmed by reanalysis
*"* Poor recoveries due to dilution
Surrogate Recovery [D] = 100 � A / [3
All results are based on MDL and validated for QC purposes.
Page 1 S of 42 Final 1.001
Form 2 - Surrogate Recoveries �
Project Name: TRV-N. Main (Commerce Street)
Worlc Orcters : 435827, Project ID: 061018052
Lab Batch #: g80332 Sampl�: 435827-012 / SMP Batch: 1 A4ah•ix: Solid
Units: mg/kg Datc An.�lyzcd: 02/02/12 12:49 SURROGATG RGCOVGRY STUDY
TOia� PCtI'0�8U111 H�'C11'OCaCbO11S by TCXaS 1��5 A°1°°°t True Control
['ound Amoiuit Iiecovery Limits rl;igs
IAl [Q� �i.a �i,a
Anatytes �°�
I-Chlorooct�ne 85.4 99.6 86 70-130
o-Terphenyl 56.0 49.8 112 70-130
Lab 13atch #: gg 1205 S�mplc: 435827-012 / SMP I3atc1�: l ��Iatrix: Solid
Units: mg/kg D,�tc Analyzed: 02/l0/12 (3:27 SURROGATG R�COVGRY STUDY
SVOAs by SW 8270C �������"r T�•��� co�����<�i
P'ound Amount Rccovery Limits I'Iags
jA� (I3� '% R '% R
Analytes �°�
2-Fluorobiphenyl 1.28 L67 77 30-IIS
2-Fluorophenol L13 1.67 6A 25-121
Nilrobenzene-d5 131 L67 78 23-120
Phenol-d6 1.07 1.67 64 24-113
Terphenyl-014 1.45 L67 87 18-137
2,4,6-Tribromophenol 1.18 1.67 71 19-122
La�b I3atch #: gg0090 Sample: 617168-I-[3LK / QLK Batch: � Nlah•ix:Solid
Units: mg/kg Date An:►I,yzed: 01/30/12 14:12 SURROGATG R�COV�RI' STUDY
VOAs by SW-846 8260B ���„����,t T�•��� c���n���i
I'ound Amowrt I2ecorcry Limits P'I;igs
�A� ([3� '%�R '% R
Analytes �°�
4-Bromotluorobenzene 0.0483 0.0500 97 58-152
Dibromo(luorometh�ne OA490 0.0500 93 74-136
1,2-Dichloroethane-D4 0.0490 0.0500 98 80-120
Toluene-DS OA489 0.0500 98 73-132
Lab I3atch #: 880411 S;�mplc: 617324-1-[3LK /[3LK I3atch: 1 Nlah�ix:Solid
Units: mg�kg Date Analyzed: Ol/31/12 13:56 SURROGATE RGCOVGRY STUDI'
VOAs by SW-846 8260B .��»°�,nt 7�ruc concro�
P'ow�d Amount Recovcr,y Limits �I�gs
�r�� (l3� '%�R '%�R
Analytes �°�
d-Qromofluorobenzene O.Oa95 0.0500 99 58-152
DibromoFluoromethlne 0.0499 0.0500 100 74-126
1,2-Dichloroethane-D4 0.0514 0.0500 103 80-120
Toluene-Db 0.0482 0.0500 96 73-132
* Surrog�te outside of L�boraloq� QC limits
** Surrog2tes outside limits; data and surrogates continned by reanalysis
*** Poor recoveries due to dilution
Surrog�te 2ecoveq� [D� = 100 * A/ f3
AII results are based on MDL and validated For QC purposes.
Page 19 of 42 Finai 1.001
� Form 2 - Surrogate Recoveries
Project Name: TRV-N. Main (Commerce Street)
Worlc Orcle��s : 435827, Project ID: 061018052
�.ab I3atch #: 880332 5ample: 617187-I-BLK / BLK [3atch: � Niah•ix:Solid
Linits: mg/kg Datc AnalyzecL• 02/02/12 OS:S 1 SURROGATG RGCOV�RY S7'UllY
Total Petroleum Hydrocarbons by Texas 1005 t�",°°"c T����� ca„a•�i
I�oun<( Amowit Recovery Limits
�A) �I3J '%�R '% I2
Analytes �°�
I-Chlorooctane 41.8 50.0 84 70-130
o-Terphenyl 24.1 25.0 96 70-130
Lab I3atch #: 881205 S�mplc; 617597-t-BLK / QLK i3atch: 1 Nt�tri�: Solid
ri:,�s
�fnitsc mg�kg Date Analyzed: 02/10/12 11:05 SURROGATG RGCOVGRY STUDY
SVOAs by SW 8270C t��„�,���,� �r�•��� co„c��oi
C'ound Amount Recovery Limits C'lags
f�l I�I i�tt �i a
Analytes �°1
2-Fluorobiphenyl 1.22 1.66 73 30-115
2-Fluorophenoi L17 1.66 70 25-121
Nitrobenzene-dS L21 1.66 73 23-120
Phenol-d6 1.07 1.66 64 24-113
Terphenyl-D1�4 I.S4 1.66 93 18-137
2,4,6-'i'ribromophenol 0.847 L66 51 19-122
Lab I3atcl� #: 880090 Stunplc: 617168-I-BKS / BKS
Units: mg/kg Datc Analyzed: Ol/30/l2 13:06
VOAs by SW-846 8260B
Analytes
4-Bromofluorobenzene
Dibromotluoromethane I
t ,2-Dichloroethane-D4
'Tohiene-D8 I
Lab Batch #: gg04(1 5;��»���; 617324-1-BKS / QKS
Units mg/kg Date Analyzed: O1/31/l2 18:26
VOAs by SW-846 8260B
Analytes
4-Bromofluorobenzene
Dibromofiuoromethane
1,2-Dichloroethane-04
Toluene-DS
° Surrogate outside oFLaboratory QC limits
�* Surrogates outside limits; data and surrogates contirmed by reanalysis
*** Poor recoveries due to dilution
Surrogate Recovery [D] = 100 '� A/ B
All results are based on MDL and validated for QC purposes.
[3atch: 1 Nlatri�:Solid
SURROGATG R�COVGRYSTUDY
Amount True Control
Found Amount Recovcry Limits
IAI Ial '%�R '%�I2
I�I
0.0�496 0.0500 99 58-152
0.0498 0.0500 100 74-126
Q0487 O.OS00 97 80-120
0.0�01 0.0500 100 73-132
I3atcli: l Niah•i�:Solid
SURROGATG RECOVERYSTUDY
Amount 'Crue Control
P'ound Amoant Recovcry Limits
(A) [[3� '% R °/�R
[Dl
0.0512 0.0500 102 58-152
O.Od63 0.0500 94 74-126
0.0461 0.0500 92 80-120
OA490 0.0500 98 73-132
Page 20 of 42
Final 1.001
�lags
rlags
�.
Form 2 - Surrogate Recoveries
Project Name: TRV-N. Main (Commerce Sh�eet)
Woric Orders : 435827, Project ID: 061018052
Lab I3atch #: 880332 S�ntpL; 617187-(-BKS / BKS B,�tch: l A4atris:Solid
Units: mg/kg Datc An�lyzcd: 02/02/12 06:13 SURROGAT� RECOVGRY STIIDY
Total Petroleum Hycl►�ocarbons by Texas 1005 ��»ount Truc Control
�ound Amow�t Rccovery Limits P'lags
�A� (BJ '%�R '%�R
I -Chlorooctane
o-Terphenyl
Lab Q:itch #: 881205
Analytes
S�mplc: 617597-1-QKS / QKS
fDl
59J 50.0 119 70-130
29.6 25.0 118 70-130
[3atclr. � Mah•ix:Solid
Units: mg/kg Date An.ilyzed: 02/10/l2 I 1:2) SURROGATE RGCOVERY STUDY
SVOAS iJy SW 827OC Amount Truc Control
�owid Amow�t Recovcry [.imits �lags
�A� �13� '%�R '% R
Analytes �°�
2-Fluorobiphenyl 1.29 1.67 77 30-IIS
2-Fluorophenol 121 L67 72 25-121
Nitrobenzene-d5 127 1.67 76 23-120
Phenol-d6 125 1.67 75 24-113
'I'erphenyl-Dld 1.37 1.67 82 18-137
2,4,6-Tribromophenol 1.09 1.67 (5 19-122
Lab I3atch #: 881205 S��mple: 617597-1-aSD / aSD I3atch: � ��I�h•iz:Solid
Units: mg/kg D,�tc Analyzed: 02/10/12 11:53 SURROGATG RGCOVGRl' STUDY
SVOAs by SW 8270C Amounr 1�ruc conn�o�
P'ound Amow�t Recovcry Limits Fl�igs
�A) (I3� '% R '%�2
E1►lil�j'fCS ���
2-Fluorobiphcnyl 130 L66 78 30-(IS
2-�luorophenol 1.23 1.66 74 25-121
Nitrobenzene-d5 126 1.6G 76 23-120
Phenol-d6 1.26 1.66 76 24-113
Terphenyl-D14 1.34 L66 81 IS-137
2,4,6=1'ribromophenol 1.13 1.66 6A 19-122
* Surrogate outside of L�bor�tory QC limits
�* Surrogates outside limits; dltn and surrogates confirmed by reanllysis
*** Poor recoveries due to dilution
Surrog�te Recovery [U] — 100 � A/ 6
6�(I results arc b�sed on MDL and validated (or QC purposes.
Page 21 of 42 Final 1.001
� Form 2 - Surrogate Recoveries
Project Name: TRV-N. Main (Commerce St►•eet)
Worlc Orders : 435827, Project ID: 061018052
[,ab I3atch #: 880090 Sample: 435512-008 S/ MS f3atch: 1 i�4ah�is: Solid
tinits: mg/kg Datc Analyzed: O1/30/12 t5:18 SURROGATG R�COVGRY STUD�'
VOAs by SW-846 8260�3 Anuxint T•ru� conrro�
�ound Amow�t Recovery Limits
�A� �[3� '% R '% R
Analytes I�I
4-[3romofluorobenzene 0.0575 0.0500 ( I S 58-152
Dibromofluoromethane 0.0346 0.0500 69 74-126
1,2-Dichloroethane-D4 OA53�} 0.0500 107 80-120
Toluene-D8 0.048A O.OS00 98 73-132
Lab Batch #: 88041 I Sampir. 435827-007 S/ MS I3atch: l �4ah•ix:Solid
Cfnits: mg/kg Datc Analyzed: O1l31/12 14:45 SURROCATG RGCOVGRY STUD1'
VOAs by SW-846 8260B ���T������� T�•�,� c���t�•�i
�ound Amount Recovcry Limits
�A� (6� '%�I2 '%�R
Analytes ���
4-Bromotluorobenzene 0.0502 OA500 100 SS-152
Dibromotluoromethane 0.0496 0.0500 99 74-126
1,2-Dichloroethane-D4 0.0494 0.0500 99 80-120
Toluene-D8 0.0492 0.0500 98 73-132
Lab 13atch #: gg0332 Samplc: 435640-001 S/ MS I3:�tch: � \�Iatris:Solid
Units: mg/kg Datc Analyzed: 02/02/12 06:57 SURROGATG RECOV�RI' STUDY
Total Petroleum Hyctrocarbons by Texas 1005 ��°1O°"t 'r�'U� c��m��i
@'ound Amount Recovcry Limits
�A� �I3� '% R '%�R
Analytes �ll�
�lags
s�
riass
Flags
0 99.4 0 70-130 see narr
I 0 d9.7 0 70-130 see narr
Sampic: 435827-012 S/ MS [3atcl�: 1 �4atrix: Solid
l-Chlorooctane
o-Terphenyl
Lab Batch #: 881205
tinits: mg/kg Date Analyzed: 02/10/12 13:50 SURROGATG RGCOVERI' STUDY
SV�l�S by SW 8270C AIt10U�lt T�'I�C Cotttt'OI
['ow�d Amount Recover,y Limits ['lags
�A� (I3� '%�R '%�R
Analytes ���
2-Fluorobiphenyl 124 1.66 75 30-115
2-Fluorophenoi 1.10 1.66 66 25-121
Nitrobenzene-d5 1.41 1.66 85 23-120
Phenol-d6 t.11 L66 67 24-113
Terphenyl-D14 L14 L66 69 18-137
2,4,6-Tribromophenoi 1.12 1.66 67 19-122
'� Surrogate outside of Laboratory QC limits
** Surrogates outside limits; data 1nd surrogates contirmed by reanalysis
*** Poor recoveries due to dilution
Surrogate Recovery [D] = 100 • A / [3
All results �re based on MDL and validated for QC purposes.
Page 22 of 42
Final 1.001
Form 2 - Surrogate Recoveries
Project Name: TRV-N. Main (Commerce Street)
Worlc Orcters : 435827, Project ID: 061018052
Lab I3atch #; 880090 Samplc: 4355 (2-008 SD / MSD [iatch; 1 N[atrix: Solid
tlnits: mg/kg llatc Analyzed: 01/30/12 15:40 SURROGATG R�COV�RY STUDY
VOAs by SW-846 8260B ���,oU��r T�•�,� co��t���i
['ound Amount Recovcry Limits Tlags
(A� �[3� '%�R %I2
Analytes ►°�
4-Bromofluorobenzene 0.0563 0.0500 113 58-152
Dibromotluaromethane 0.0323 0.0500 65 74-126 *'�
1,2-Dichloroethane-D4 0.0527 0.0500 105 80-120
Toluene-DS 0.0489 0.0500 98 73-132
Lab 13atch #: 88041 l Sample: 435827-007 SD / MSD Batch: 1 Mah•i�:Solid
Units: mg/kg D.�tc Analyzed: O1/3 Ut2 15:07 SURROGATG R�COVERI' STUDY
VOAs by SW-846 8260B ��",°"°� �I�'•°` c°°�'�°i
�ound Amount Recovcry Limits �I:igs
I�I I�;l 'i,a �i,tt
Analytes �°�
4-Bromolluorobenzene 0.0493 0.0500 99 58-152
Dibromotluorometh�ne 0.0484 0.0500 97 74-126
1,2-Dichloroeth�nc-D4 OA520 0.0500 104 80-120
`Coluene-DS OA484 OA500 97 73-132
Lab I3atch #: gg0332 Samplc: 435640-00( SD / MSD Batcli: 1 D�Iatris:Solid
Units: mg/kg Datc Analyzed: 02/02/f2 07:19 SURROGATE R�COVGRY STUDY
Total Petroleum H,ydrocarbons by Texas 1005 t�°,°°°t 'r''°� c°°t''°i
�ound Amount Recovc�y Limits ['I;�gs
�r�� (13� '%�R '% R
Analytes �°�
I-Chlorooctlne 0 99.7 0 70-130 see nan�
o-T'erphenyl 0 49.9 0 70-130 see n�rr
Lab I3atcl� #: 881205 Sample: 435827-012 SD / MSD 13atch: � �4atrix:Solid
Units: mg/kg Uate Analyzed: 02/l0/12 14:14 SURROGATE RCCOVGRY STUDY
.SV�l�S by SW 8270C Anlount 'C�'uc Conti'al
Fow�d Amount Recovcry Limits !'lags
�A) [I3� '%�R '% R
An�lytes �°�
2-�luorobiphenyl 1.17 1.67 70 30-115
2-Pluorophenol 1.04 1.67 62 25-121
Nitrobenzene-d5 1.36 L67 81 23-120
Phenol-d6 1.06 L67 63 24-113
Terphenyl-D14 L13 L67 68 18-137
2,4,6-Tribromophenol 1.07 L67 64 19-122
* Surrogate outside of Laboratory QC limits
** Surrogltes outside limits, d�ta and surrogates contirmed by reanalysis
*** Poor recoverics due to dilution
Surrogate Recovery [D] = 100 * A/ B
All results are based on MD[, and validated for QC purposes.
Page 23 of 42 Final 1.001
Blank Spike Recovery
Project Name: TRV-N. Main (Commerce Street)
Worlc Oi•der #: 435827
Lab I3atch #: 880332 Sample: 617187-1-BKS
Datc Analyzed: 02/02/2012 Date Prcpared: Ol/31/2012
Reporting Units: mg(kg I3atch #: 1 BLAT
Total Petroleum Hycirocarbons by Texas 1005 ���"�� si'°t"
Resutt Added
�t�� �I3�
Analytes
C6-C12 G�soline R1nge Hydrocarbons <SOA 500
C 12 - C28 Diesel Range Hydrocarbons I <50.0 500
Qlank Spike Recovery [D) = 100�[C]/[E3]
All results are based on MllL and validated iix QC purposes.
f3RL - Below Reporting Limit
Project ID:
��lah•is: Solid
Analyst: RGF
[31an Ic
Spilcc
a�s„ ir
I�I
a�?
a�s
��
x
����
061018052
� RGCOVGRY STUD�
[31an1< Control
Spil<e I,imits G'I�gs
�i,a �i.a
I�I
�a �s-izs
�� �s-�2s
Page 24 of 42 Final 1.001
Blank Spil�e Recovery
� Y�
a �� _!
'ati +�`
Project Name: TRV-N. Main (Comme�•ce Street)
Worlc Order #: 435827
Project [D:
06?018052
Lab Batch #: 880090
Datc Analyzed: OU30/2012
Sample: 617168-I-[3KS i\�iatrix: Solid
Date Prepared: OU30/2012 Analysh CYE
Reporting Units: mg/kg B�tch #: 1 6LANK /BLANI{ SPII{G RGCOVGRY STUDl'
VOAs by SW-846 8260B ►��:,�,�� si��i�� ni.���i� �i:,��i� co��t��oi
Resu(t Added Spilce Spilcc Limits [����s
�AJ j13� Result '%�R '% R
Analytes �C� (D)
Benzene <0.00500 0.0500 O.OS29 106 66-142
Bromobenzene <0.00500 0.0500 0.0527 105 75-125
F3romochloromethane <0.00500 0.0500 0.0498 100 73-125
Bromodichlorometh�ne <0.00500 0.0500 0.054G 109 75-125
Bromofonn <0.00500 0.0500 � O.OS53 III 75-125
Methyl bromide <0.00500 0.0500 0.0431 86 65-135
MTBE <0.00500 0.0500 0.0608 122 65-135
tert-Butylbenzene <0.00500 0.0500 0.0568 114 75-125
Sec-Butylbenzene <0.00500 0.0500 O.OSSS 112 75-125
n-Butylbenzene <0.00500 0.0500 0.0539 108 75-125
Carbon Tetrachloride <0.00500 0.0500 0.049d 99 62-125
Chlorobenzene <0.00500 0.0500 OA517 103 60-133
Chloroethane <0.0100 0.0500 o.oa2a 85 65-135
Chloroform <0.00500 OA500 0.04b3 97 74-125
Methyl Chloride <0.0100 0.0500 0.0397 79 65-135
2-Chlorotoluene <0.00500 0.0500 0.0533 107 73-125
4-Chlorotoluene <0.00500 0.0500 0.052d 105 74-125
p-Cymene (p-Isopropyltoluene) <0.00500 0.0500 0.0564 I 13 75-125
I,2-Dibromo-3-Chloropropane <0.00500 0.0500 0.0538 t08 59-125
Dibromochloromethane <0.00500 0.0500 0.0513 103 73-125
1,2-Dibromoethane <0.00500 0.0500 0.0521 104 73-125
Methylene bromide <0.00500 0.0500 0.0530 106 69-127
1,2-Dichlorobenzene <0.00500 0.0500 0.0540 108 75-(25
1,3-Dichlorobenzene <0.00500 0.0500 0.0528 106 75-125
1,4-Dichlorobenzene <0.00500 0.0500 0.0521 104 75-125
Dichlorodi�luorontethane <0.00500 0.0500 0.0352 70 65-135
1,2-Dichloroethane <0.00500 0.0500 0.0504 101 68-(27
I,I-Dichloroeth�ne <0.00500 0.0500 0.0501 100 72-125
trans-1,2-dichloroediylene <0.00500 0.0500 0.0468 94 75-125
cis-1,2-Dichloroethylene <0.00500 OA500 0.0513 103 75-125
I,I-Dichloroethene <0.00500 0.0500 0.0528 106 59-172
2,2-Dichloroprop�ne <0.00500 0.0500 0.0519 104 75-125
1,3-Dichloropropane <0.00500 0.0500 0.0531 10( 75-125
Blank Spike Recovery [D] = 100#[C]/[E3J
All results are blsed on MDL and validated for QC purposes.
QRL - Below Reporting Limit
Page 25 of 42 Final 1.001
Blanlc Spike Recovery
Project Name: TRV-N. Main (Commerce Street)
Project ID:
Saiuple: 617168-1-BKS \4atrix: Solid
Date Preparcd: 01/30/2012 Analyst: CYE
L�' �"�
���
061018052
Worlc Order #: 435827
Lab I3atc6 #: 880090
Date Analyzcd: Ol/30/2012
Reporting Units: mg/kg I3atch #: I BLANI< /BLANI{ SPII{G RGCOVGRY STUDY
VOAs by SW-846 826�JB �����Ic Spikc [31an1< 131ank Controt
Residt r�d�le�l Spilce Spike Limits �I�gs
�A� �13� Result '% R '%�I2
Analytes (c� �n�
1,2-Dichloroprop�ne <QUO�uu O.OS00 O.OS15 103 74-125
trans-1,3-dichloropropene <OA0500 0.0500 0.0522 104 66-125
1,1-Dichloropropene <0.00500 0.0500 O.OSOS 101 75-125
cis-1,3-Dichloropropene <0.00500 0.0500 OA551 110 74-125
Ethyibenzene <0.00500 0.0500 0.0512 102 75-125
Hesachlorobutadiene <0.00500 0.0500 0.0544 109 75-125
Isopropylbenzene <0.00500 0.0500 O.OS42 108 75-125
Naphthalene <0.0100 0.0500 OA614 123 70-130
Methylene Chloride <0.0200 OA500 0.05l0 102 75-125
n-Propylbenzene <0.00500 0.0500 0.0557 I11 75-125
Styrene <0.00500 0.0500 0.0545 109 75-125
1,1,1,3-Tetrachloroethane <0.00500 O.OS00 0.0545 109 72-125
I,(,2,2-Tetrachloroethane <0.00500 0.0500 0.0517 103 74-125
Tetrachloroethylene <0.00500 0.0500 0.0502 100 71-125
Toluene <0.00500 0.0500 0.0512 102 59-139
1,2,4-Trichlorobenzene <0.00500 0.0500 O.OS69 114 75-135
1,2,3-Trichlorobenzene <0.00500 0.0500 0.0582 116 75-137
1,1,2-Trichloroethane <0.00500 0.0500 0.0538 108 75-127
I,I,I-Trichloroethane <0.00500 0.0500 0.0511 102 75-125
'I'richloroethylene <0.00500 0.0500 0.0501 100 62-137
Trichlorofluoromethane <0.00500 0.0500 0.0509 102 67-125
1,2,3-Trichloropropane <0.00500 0.0500 0.0534 107 75-125
1,2,4-Trimethylbenzene <0.00500 0.0500 0.0561 112 75-125
1,3,5-Trimethylbenzene <0.00500 0.0500 0.0573 114 70-130
Vinyl Chloride <0.00200 0.0500 0.0430 86 65-135
o-Xylene <0.00500 0.0500 O.OSd3 109 75-125
m,p-Xylenes �OA100 0.100 0.105 105 75-125
Qia�,�: s���;e aeoo�-E�- ��� = ioo*[eli[B]
Ail results are based on MDL and validated lor QC purposes.
aRL - Qelow Reporting Limit
Page 26 of 42 Final 1.001
Blank Spike Recovery
�� ��
#����
Project Name: TRV-N. Main (Commerce Street)
Worlc Orcier #: 435827
Project ID:
061018052
�a� a.�r�n #: ssoa � �
Date Anllyzed: 01/31/2012
S.i�upic: 617324-I-BKS N[xtrix: Solid
DatePrepared: 01/3U2012 Analyst: CYE
Rcporting Units: mglkg �3atcn #: ► BLANIC /BLANIC SPIKG RGCOVGRY STUDY
VOAs by SW-846 8260B ����,�t s�,�i�� n�.���i� t�i:,��iz c��,c��oi
Result Added Spilce Spil<c Limits Fl:igs
�A) ji3� Result '% R '%�R
Anatyte� Icl lDl
Benzene <O.00S00 OA500 0.0515 (US I titi-142
Qromobenzene <0.00500 0.0500 0.0532 106 75-125
Bromochloromethane <0.00500 0.0500 0.0462 92 73-125
Bromodichloromethane <0.00500 0.0500 0.049G 99 75-125
Bromoform <0.00500 0.0500 0.0482 96 75-125
Methyl bromidc <0.00500 0.0500 0.034� 69 65-135
MTBG <0.00500 0.0500 0.0551 I10 65-135
tert-Butylbenzene <0.00500 0.0500 0.0563 1f3 75-125
SeaE3utylbenzene <0.00500 0.0500 0.0557 III 75-125
n-Butylbenzene <0.00500 0.0500 0.0552 I10 75-125
C�rbon Tetrachloride <0.00500 0.0500 0.0461 92 62-125
Chlorobenzene <0.00500 0.0500 0.0516 103 60-133
Chloroethane <0.0100 0.0500 0.0362 72 GS-135
Chloroform <0.00500 0.0500 OA4G9 94 74-125
Methyl Chloride <0.0100 0.0500 0.0325 65 65-135
2-Chlorotoluene <0.00500 O.OS00 0.0535 107 73-125
4-Chlorotoluene <0.00500 0.0500 0.0530 106 74-125
p-Cymene (p-Isopropyltoluene) <0.00500 OA500 0.0557 I I I 75-125
1,2-Dibromo-3-Chloropropine <0.00500 0.0500 O.OSOd 101 59-125
Dibromochlorometh�ne <0.00500 0.0500 0.0491 98 73-125
1,2-Dibromoeth�ne <0.00500 0.0500 O.Od97 99 73-125
Methylene bromide <0.00500 0.0500 0.051 I 102 69-127
1,2-Dichlorobenzene <0.00500 O.OS00 0.0531 106 75-125
1,3-Dichlorobenzene <0.00500 0.0500 0.0533 107 75-125
1,4-Dichlorobenzene <0.00500 0.0500 0.0527 105 75-125
Dichloroditluorometh�ne <0.00500 0.0500 0.0349 70 GS-135
1,2-Dichloroeth�ne <0.00500 0.0500 0.0505 101 68-127
I,I-Dichloroethane <0.00500 0.0500 0.0492 98 72-125
trans-1,2-dichloroethylene <0.00500 0.0500 0.0451 90 75-125
cis-1,2-Dichloroethylene <0.00500 0.0500 0.0480 96 75-125
l,l-Dichloroethene <0.00500 0.0500 0.0492 98 59-172
2,2-Dichloropropane <0.00500 0.0500 0.0519 104 75-125
1,3-Dichloropropane <0.00500 0.0500 OA511 102 75-125
Qlank Spike Recovery [D] = 100�[C]/[B]
All results are based on MDL and v�lidated ('or QC purposes.
[3RL - 6elow Reporting Limit
Page 27 of 42 Final 1.001
Blanl� Spike Recovery
Project Name: TRV-N. Main (Commerce Street)
Project ID:
Sample: 617324-1-BKS ��fatrix: Solid
Datef'repared: 01/3U2012 Anal,ysh CYE
� ��.
���..�
''a.,�
061018052
Wortc Ordei• #: 435827
Lab B�tch #: 880411
Date Analyzed: Ol/3 U2012
I2cporting Units: mg/kg I3atch #: l BLANI� /13LAN1{ SPII�E RGCOVGRY STUD1'
VOAs by SW-846 8260B a�����t Spilcc t3lanlc t3lanlc Control
Result Added Spil<c Spil<c Limits ['lags
�A� (I3� Result '% R '%�R
Analytes �C) �D�
1,2-Dichloropropane <0.00500 0.0500 0.0515 103 74-125
trans-1,3-dichbropropene <0.00500 OA500 O.OSIS 104 66-125
I,I-Dichloropropene <0.00500 0.0500 0.0502 100 75-125
cis-1,3-Dichloropropene <0.00500 0.0500 0.0526 105 74-125
Gthylbenzene <0.00500 0.0500 0.0517 103 75-125
He�achlorobutadiene <0.00500 0.0500 0.0512 102 75-125
Isopropylbenzene <0.00500 0.0500 0.0560 112 75-125
Naphthalene <0.0100 0.0500 O.OSS3 117 70-130
Methylene Chlonde <0.0200 OA500 0.0463 93 75-125
n-Propylbenzene <0.00500 0.0500 OA561 112 75-125
Styrene <0.00500 0.0500 0.0536 107 75-125
1,1,1,2-Tetrachloroethane <0.00500 0.0500 0.0503 101 72-125
1,1,2,2-Tetrachloroethane <0.00500 O.OS00 0.052(i 105 74-125
Tetrachloroethy(ene <0.00500 0.0500 0.0519 104 71-125
Toluene <0.00500 0.0500 0.0505 101 59-139
1,2,4-Trichlorobenzene <p,00500 0.0500 0.0534 107 75-135
I,2,3=Prichlorobenzene <O.00S00 0.0500 0.0523 105 75-137
1,1,2-Trichloroethane <0_00500 O.OS00 OA501 100 75-127
1,1,1-Trichloroethane <0.00500 0.0500 0.0492 9S 75-(25
'1'richloroethylene <0.00500 0.0500 0.0514 103 62-137
Trichlorofluormnethane <0.00500 0.0500 0.0399 SO 67-125
1,2,3-Trichloropropine <0.00500 0.0500 0.0535 107 75-125
1,2,4-Trimethylbenzene <0.00500 0.0500 O.OSSS 112 75-125
1,3,5-Trimethylbenzene <0.00500 0.0500 0.0569 114 70-130
Vinyl Chloride <0.00200 0.0500 0.0373 75 65-135
o-Xylene <0.00500 0.0500 0.0532 106 7S-12S
m,p-Xy(enes <0.0100 0.100 0.10�# 10�# 75-125
f3lank Spike Recovery [D] = 100�[C]/[B]
All results are based on MDL and validated for QC purposes.
[3RL - 6elow Reporting Limit
Page 28 of 42
Final 1.001
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Page 39 of 42 Final 1.001
monica tobar <monica.tobar@xenco.co�r.+�
Report TRV-N. Main 435827
Steven Fur���:�h <sfurlough@wh-m.com> Wed, Feb 8, 2012 at 2:56 P���
To: monica tobar <monica.tobar@xenco.com> �
Monica,
We will �tj Yt�H analys'ts perfonned on sample number WM-S�3-64A-1 ft'. (Xenco # 435827-012). "I'his is not a TRRP report,
so we w�fil uot need an LRC on this data.
Thanks,
Steven Furlough
W&M Environmeutal Group, Inc.
j972) 509 - 9613 (direct)
j214) 991 - 4992 (cell)
www.wh-m.com
From: monica tobar [mailto:monica.tobarCc�xenco.com]
Sent: Tuesday, February 07, 2012 1:25 PM
To: Steven Furiough
Subject: Fwd: Report TRV-N. Main 435827
(Quoted text hiddenj
�
Page 40 of 42 Final 1.001
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Page 41 of 42 Final 1.001
� XENCO Laboratories ��� �
� .�
Prelogin/Nonconformance Report- Sample Log-In �� ,�"
Client: W&M Environmentai Acceptable Temperature Range: 0- 6 degC
Date/ Time Received: 01/26/2012 04:54:00 PM Air and Metal samples Acceptable Range: Ambient
Work Order #: 435827 Temperature Measuring device used :
Sample Receipt Checklist
#1 *Temperature of cooler(s)?
#2 `Shipping container in good condition?
#3'Samples received on ice?
#4 `Custody Seals intact on shipping container/ cooler?
#5 Custody Seals intact on sample bottles! container?
#6 *Custody Seals Signed and dated for Containers/coolers
#7 *Chain of Cusiody present?
#8 Sample instructions complete on Chain of Custody?
#9 Any missing/extra samples?
#10 Chain of Custody signed :vhen relinquished/ received?
#11 Chain of Custody agrees with sample label(s)?
#12 Container label(s) legible and intact?
#13 Sample matrix/ prope�ties agree with Chain of Custody?
#14 Samples in proper container/ bottle?
#15 Samples properly preserved?
#16 Sample container(s) intact?
#17 Sufficient sample amount for indicated test(s)?
#18 All samples received within hold time?
#19 Subcontract of sample(s)?
#20 VOC samples have zero headspace (less than 1/4 inch bubble)?
#21 <2 for all samples preserved with HNO3,HCL, H2SO4?
#22 >10 for all samples preserved with NaAs02+NaOH, ZnAc+NaOH?
4.6
Yes
Yes
No
Yes
No
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
N/A
N/A
N/A
Comments
Xenco Houston
* Must be completed for after-hours delivery of samples prior to placing in the refrigerator
Analyst: PH Device/Lot#:
NonConformance:
Corrective Action Taken:
Nonconformance Documentation
Contact:
Contacted by :
Checklist completed by: ���y^�
Angelica Martinez
Checklist reviewed by:
Page 42 of 42
DateTime :
Date: 01 /29/2012
Date: 01 /27/2012
Final 1.001
GC-5.04 Fort Worth and Western Rail�oa.� R�ght of
Entry and Insurance Requirement�
THIS PAGE LEFT INTENTIONALLY BL�l`�1K
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPHCIF[CATION DOCUMCNTS
Revised July l, 2011
TRV —Parts 6& 12— White Setdement Bridge
Water and Sanitary Sewer Relocations
Ciry Project No. 00969
� • : ' ► � � � • • �
Application for Temporary Right of Entry onto FWWR Property
Important: Attach a$500.00 appiication 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 Appiication:
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/Agriculturai
0 Commercial
0 Underground Crossing
0 Petroleum Pipeline ( � Oil � Gas � Other)
0 Water Line
0 Sewage Line
0 Electrical Line
0 Communications Line
0 Other (Explain below)
Size of Pipe Line Voltage No. of Lines
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
Pa�e 1
Tem��rary Right of Eritry 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
FWWRO102278/11
Page 2
To:
From:
Date:
Subject:
FWWR TRACK DEPARTMENT MEM�
Contractors/Consultants working on FWWR property (or trackage rrghts property)
D. Guido, Chief Engineer
December 2, 2011
Raadway Worker Protection/On-Track Safety Orientatian for Contractors on FWWR
Fort Worth & Western Railroad requires all personnel who wil) be in the right-of-way to participate in the FWWR
Roadway Worker Protection/On-Track Safety (RWP/OTS) Contractar Orientation Program. The r�rogram is designed to
help personnel avoid putting themselves in a�OSITI�N OF PERIL on our property. This is accomplished through basic
; training on how to stay safe and aware around live railroad tracks.
FWWR's train�ng 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.
i.ocations: MAP AND
1. NRSS Training Facility, 730 E. Park Boulevard, Suite 108, Plano, TX 75074. Capacity 20. DIRECTtONS
2, Your facility (or you rent facility) — additional charges include trainer's travei 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 12p11/2012 calendar vear}:
� 1 to 4 individuals = $220.00.
o Each additional individual = $55.00.
• Maximum class size in PlANO = 20.
� l�raining hos:ed at your facility: $50/hour instructor trave! time and $0.55/mile.
Schedulin�:
' e Classes will be scheduled between the hours of S:OOAM-4:OOPM CST, Monday through Friday.
i
� e NRSS requires three business days (72 hours) advanced notice for scheduling.
; o 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 PARTIClPANTS REQUIR[ SPECIAL ACCOMODATIONS NOTIFY NRSS DURING SCHEDULING.
o If participants require training/materials in Spanish request bilingual training du�ing scheduling.
Additional instructions:
• Cancellations must be made by 4:OOPM CST weekday prior to scheduled training.
o Payment must be made in full prior to or same day of training.
e 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 facilityj is portal to portal time from Plano, TX (ocation.
• Returned/bounced check fee $35.00. Qualification badge replacement fee $10.00.
• Each participant must have a photo ID before taking training class.
TRAINING WILI. BE IN THE ENGLISH IANGUAGE
If you require Engiish/Spanish instruction and materials you must request this during scheduling.
��� ��> TRACK DEPARTMENT 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 headin north on 75:
o Exit # 29 for 15`�' Street and go abaut half a mile
fterr�nC�. n-;:L'�:� /9 t.N:H••
ti Xi�1_
on access road �}Qh 'd pGi EzJt.
• Turn right on E. Central Parkway (by Denny's 3 9°�"�`„" � �,
�
Restaurant) and go one-half mile Q � Q�� _�
• Driveway entrance to complex is on the left side — r �
look for "RMB Realtor" sign, � `'°`"'"" "�� aej""'``
�
• NRSS building is Building 730 — go to Suite 108 0, E"'°���a ' 8
'.� c��'F ' ci::�r,+ �.� 5 b�a
�3 �,c� 75 .. r,,.,� Qat �
4� p
From Highway 75 in Plano headinAsouth on 75: % wPatk6Nd eP��xo��� w°"'�.�:"�'•"' �.°`
• Exit # 29A on North Central Express Way �,a 4
�0 � r � ,,
a Go about one mile and watch for Park Boulevard ,Qa �F •
si�n (will be on the right-hand side) � S,� Cn�sha'nP{ � � `�"" Y a
� � 2 a 2MI
• Turn right onto Chisholm Place; turn right onto W ,� '
�� a��a ��c
Park Baulevard at traffic light �� � -.: � � � ; � "'°A"°"
. C�o over freeway � ` � � � ��_..� � h" � 'E',., �
� Y � ,�..
• Driveway entrance to camplex is on the right- "�� ",
hand side — lool< for "Brandywine Place" sign on � '
� a,' , s,
��: , ,
7ight , �
• NRSS building is Building 730—go tn Suite 108 " „�� , _
..�Y.�.6 ♦ �. .
....,�:.�.. . �.:. .. .—..:.�. . . . ..,..e,_�..__._ ..�_—± .c.-,.,.t—x...t-_^.:m.a�` . . .aa^�'J&�' . . 's�s^Rrn'a.�..*..*:'-.:.n€r�WSz� ra'�i�,: , i:,..�v`_va . . ' . -. .. :v.,-_� n.—a. ...._.T�'-�+�..ms
��"�"� TRA�K DEPAKTMENT � DO IT RIGMT EVERYTIME and don't put yourself in a POSITION OF PERIL
` 4fNt�Xllilnl \)
��S'—IIV VUI1�.i
71lL**��l�."1►
= ' !' : � �
i� 1� �A`��
. • � �, •
To be
FWWR
For questions, scheduling, cancellation:
Cancellations must be made by phone (no
voicemaiij 24-hours in advance.
Rich Marion
Nationa! Railway Safety Safefy Services
(m) 513.266.2130, (o) 972.516,8608
Currenf flagging information
_ _. . ___ _----
e Flagger required when within 25' of center line of track with men, material or equipment
e Flagger may be required at any time work is performed by a third party in FWWR right-of-way
• $100.00/hour, eight-hour minimum per day = STANDARD RATE
• 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 profect aqreement
• $150.00/hour (1 '/Z time) from eight to twelve hours = OVER7IME RATE
m Projects with a flagging day up to 12 hours per 24-hour period require a single flagger�
o Projects with a flagging day from 13 to 16 hours per 24-hour period require two eight-hour f(agger shifts
e Projects with a flagging day from 16 to 24 hours per 24-hour period require three eight-hour flaggers shifts
o Fiagging should be scheduled no less than 48-hours in advance
� Cancellations must be made by phone (no voicemail) 24-hours in advance
To be com leted b Re uestor
Company Name
Contact Name/Title
Phone numbers
Email Address
F'ax Number
Mailing Address
for Invoices and/or '
correspondence
Brief Description of
Pianned Work. Note
portions within 25' af
center line.
Recommend
attaching exhibit with
submittal of this form.
Submit form by email: djg@fwwr.nef
FVl�\'R O10 23A 10/26/1I
Fort Worth & Western Railroacl
Insurance Requirements
A. Commercial Gener�l Liability insurance. This insurance shall contain broad form contractual
liability with a single limit of at least $2,000,000 each occui•i•ence oi• claim and an aggregate limit of
at least $4,000,000.
• Bodily injury including death and personal injury
• Property damage
• Fice legal liability (Not tess than the replacement value of the poction of the premises
occupied)
• Products and completed opecations
The policy shafl also contain the following endocsements wl�ich shall be indicated on the ce�•tificate
of insurance:
• The employee and worl<er's compensation related exclusions in the above policy apply only
to Contcactor's employees
• The exclusions for railroads (within fifty feet (50') fi•on� any railroad including but not limited
to tracl<s, bridges, ti•estles, i•oadbeds, terminals, underpasses oi• ecossings), and eaplosion, coflapse
and undeiground hazard shall be removed
• Waiver of subrogation
B. Business Automobile Covera�e insurance. This insurance shall contain a combined single limit
of ai least $2,000,000 pec occucrence or claim, inc(udi��g but not limited to coverage for the following:
• Bodily injury and pcoperty damage
• Any and all motor vehicles including owned, hired and non-o�vned
The policy shall also contain the following endorsements whicl� shall be indicated on the certificate
ofinsurance:
• The employee and worl<er's compensation related eaclusions in the above policy apply only
to Contcactor's employees
• The exclusions for railcoads (within fifty feet (50') fi•om aily railcoad including but not
limited to tcacl<s, bridges, trestles, coadbeds, terminals, underpasses or crossings), and explosion,
collapse and underground hazacd shall be removed
C. Worlcers Comnensation �nd Gmploye�s Liability insucance including b�it not liii7ited to:
Contcactoc's statutory liability �inder the worl<ers' compensation laws of the state(s) affected
by this Agreement
Employers' Liability (Part B) with limits ofat least
$ I ,000,000 eac11 accident,
$1,000,000 disease policy limit
$1,000,000 each employee
If Workecs Compensation insurance will not cover the liability of Contractoc in states that require
pacticip�tion in state workeis' conlpensation fund, Contcactoc shall comply with the laws of such states. If
10/10/2012 1 of2
Contractor is se(f-insured, evidence of state approval must be provided along with evidence of excess
workers compensation coverage. Coverage shall include liability acising out of the Federal Employecs
Liability Act, if applicable.
The poticy shall also cont�in the following endorsement which shall be indicated on the certificate of
insurance:
• Alternate Employer Endorsement
(D) Pollution €.iauilitv [nsurance. Pollution Liability Insur�nce must be written on ISO focm 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 pel• clai�n and an aggi•egate limit of $4,000,000 with a
deductible not to exceed $1,000,000.
Contractor wacrants that any retcoactive date a�plicable to the coverage under the policy is the same as oc
precedes the Effective Date of this Agreement; and that continuous coverage will be maintained or an
extended discovery period will be exercised foc a period of five (5) yeai•s beginning fi•om the time the
work under this Agreement is completed or if coverage is cancelled for any reason the extended discovecy
period will be eaeccised for the ma�imum time allowed by the policy.
If the scope of work as defined in this Agreement includes the disposal of any hazardous or non-
hazai•dous materials focm the Premises, Contractoc shall be responsible for any and all losses claims or
demands arising fi•om the disposal site operator accepting and/or disposing of such materials.
(E) Umbrella or �acess Insurance — Umbrella or E�:cess Liability Insurance must be wcitten on a
"follow form" over the insucance coverage required in Items A, B and C above, with limits of
$10,000,000.
(F) Railroad Protective Liability [nsu►•ance. Railcoad Protective Liability Insurance ("RPLI") must be
provided by the Contractor, oc its contractoc, pcioc to commencing, and at all times when, Contractoc oc
its contractors are performing any work on the Premises. RPLI shall provide coverage of at least
$5,000,000 per occurcence and $5,000,000 in the aggregate. The poficy shall be issued on a standai•d ISO
form CG 00 35 12 07 (or a substitute focm providing equivalent covecage).
The policy shall also contain the follo�ving endorsements whicl► shall be indicated on tlie certificate of
insurance:
• Licensor named as the insured.
• Policy shall not include a Deductible oc Self Insui•ed Retention
� �� • Pollution Esclusion Amendment
• Limited Seep�ge and Pollution and Contamination Endocsement.
• Evacuation Eapense Coverage Endorsement.
• No other endorsements restricting coverage may be added.
io/so/2oi2 z ofz
GC-6.06.D Mino�ity Business Enterprise Goal
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT W02TH TRV — Parts 6& 12 — White SetUement Bridge
STANDARD CONSTRUCTION SPGCIP[CATION DOCUMGNTS W�ter and Sanit�ry Se�ver Relocations
Revised July I, 20l I City Project No. 00969
r�
I
ATTACliMENT 1R
Page 1 of 4
FORT WORTH City of Fort Worth
!!!!Q� Gu����#:���#�rs/Stip�l�er� !!#�li��t��r; �o: r�
PRIME COMPANY NAME: Check applicable block to describe prime
,na-+s er C � I fiC L 1�
PROJECTNAME: � `, MNV/Df3C-: NON-fvl/NVUk3f-
�i'JYt ��y � 1�ei V I�s10Y'1 -�eYL}�I�OI ( BID TE �,�,y�
�)��"y ��?,7'LGf • • • May�013 ��,o.�
City's MBE Project Go : Prime's MBE Project Commitment: PROJECT NUMBER
7 ��o g,�3 o�a City Project No. 00969
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the ��anaging
Department on or before 5:00 p.m. five (5) City business days after bid_opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. 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
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
1�
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks
from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30l12
�URT«ORTIi ATTACHP.9ENT 4A
—�'�''� Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's MMIBE Office, which may be contacted for
vPrifiration. PiPasP notQ t�?�# �rs4�� c.ert'sf'se�i MSEs +rrill be counted to meet an MBE oaf.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T n Detail Detail
Company Name i Subcontracting Supplies Dollar Amount
Address e M W S M Work Purchased
TelephonelFax r g B B B
E E E E
-rr�ct�(;n �
� Na u I o�.� 02,15 a
OBGRT GRANADOS TRUCICING � �D
�412 Kingslink Circle � ❑ s(,� 1��� (Jls �
ort Worth, Texas 76135
817)237-3520
l�h�����
COVVTOVVN RGDI-MI\ � � � I � � ��l/ �� vo
PO Box 162327 � ❑
Fort Wortli, Texas 76161
v (817) 759-1919 f (817) 759-1716
Blue Bonnet Waste Control, Lic. ��f ��� � D
PO Box 223345 " 1 G 1 ��'�— �•3��`-' v
Dallas, Texas 75222 ❑ ❑ '
P�, (ai�� �as-szzi � '�-e►^'�'.
Fax (214) 748-6SS6
�u �1 � 3�c�a�°�
SUN COAST R�SOURCES INC.
Teri Bateman � ❑ ❑
PO Box 972321
Dall�s, Texas 75397
v (800)677-3835 x655
�1,`, 1 ���,
HANSON PIP� & PRODUCTS �� ���5 � �a DS,G��
PO Box 730477
Dallas, Texas 75373 —0477 ��❑ � Q� I��Q 5
(972)262-3600
,Pe ?P, Pe; ���� ��.°°
HD SUPPLY WATGRWORI{S, Ltcl, FI �i'� 11 �S (� I
PO Box R4()70�
Dallas, Texas 75284 ( � � a'�'��
(817)595-0580
Rev. 5/30/12
Fo�tr_��
ATTACHMENT1A
Page 3 of 4
rr
�,
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
of the firms SBE certification if thPy have not prPvio+�s�y rQg+stered with the City's M/WRF Office whic.:h may be c�ntar,tec! for
verification. Please note that only certified MBEs will be counted to meet an MBE goal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T " Detail Detail
Company Name i Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
Telephone/Fax � B B B B
E E E E
�i �e �� j.�e .
RINI{GR MATERIALS �j -t-�ji(►'as �' ��ODb ��
PO Box 730197 � ❑ ❑ ❑ CJ .
Dallas, Texas 75373 —0197 �G I V�
(817) 491-4321
� �
� �
� �
� �
� �
Rev. 5/30/12
FoRr ��o�
ATTACHMENT 1A
Page 4 of 4
Total Dollai� An�oui�i of 11��� Subcut�ti�ac����slSu���iers � ��� �%��, ��
l�
�
Total Dollar Amount of Non-MBE Subcontractors/Suppliers � ��� ���� �
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ I���� ��bb •��
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Reguesf for Approval of
Change/Addition form. Any unjustified change or deletion shall be a materiai breach of contract and may�
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation af how the requested change/addition or deletion will affect the committed MBE goal. If the
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regardirig actual work perfc�rmed by all subcontractors, including iViBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, empioyees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual worl< performed by the MBE(s) 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►naterial breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
� '� S�'U. I.�J � L_�
Company Name
�P�a �I���
�
Address �
�
� r�. Lun��►� �X � l 01 ��
City/State/Zip � '�--'
^�
Printed Sign ture
� �
ntact Name/Title (if different) , �,,/,
-r>
� ����� ��.� C�s7)s�y6� �
Telephone and/or Fax
� �� e c�
E- ail Addre
��
�DI
Date
Rev. 5/30/12
GC-6.07 Wage Rates
THIS PAG� LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIF[CAT[ON DOCUMGNTS
Revised July l, 201 I
TRV — Parts 6& 12 — White Setdement Rridge
Water and Sanitary Sewer Relocations
City Project No. 00969
Ci�y of �'a�t Wo�h, 7'exas
Mayor and Coun�i� C�rr�munrcation
r. .�... �� _.-�..�.���:.�,
COUNCIL ACTION: f�pprov�d on 7f�l2008
4^�TT���f�---.�r.. em�,�iPr'atW,..9,. m.._,.,, �IIT�:F�TU�-i�b .9#W.A1.�II'YY..tJ�.��J�...�.�SSd^.l1L�SSi-Gi�LUW:.�
D�TE: Tuesday, July 08, 2008
LUG NAME: 30WAGE RATES REFERENCE NO.: **G-16190
SUBJECT:
Adopt 2008 Prevailing Wage Rates for City-Awarded Public-Works Projects
�' a+-�.�—, �+++ 'S'.`.�'3.S�.GSL'1'L�I .
, .�-rcm._� .. . ........ . . .ttl�. " .5.� �� T'�l%..�^.�::`.S6C.:�iAli4
RECOMMENDATION:
It is recommended that the City Gouncil adopt the attached 2008 Prevailing Wage Rates for Cify-awarded
public works projects.
�ISCIJSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for �ublic works
sha(I determine the generai prevailing rate of per diem wages for each craft or type of worker needed to
execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated Gen�ral Contractnrs, in conjunction with the Flssociation af
�uilders anc� Contractars (ABG) and the American Sub-Contractors Association (ASA), conducts a wage
rate survey for North Texas con�tructi�n, The attached 200$ Prevailing Wage Rate data was compiled frarn
that survey.
FESCAL tNFORMATION/CERTIF[CATIQN:
The Finance qir�ctor certifies that this action will iiave nn material effecf on City funds,
TO FundlAccountlCenters
FROM FundlAccountlCenters
�„� �.�, - ---.�.,��R„�t.�.�,,�,� . . . -�.�o��-r,�.�.-��
Submitted for Citv Manager's Office b�
Originatin bepartment Head;
Additiona! lnfiormation Contacf:
Fernando Costa (8476)
A. Douglas Rad�mak�r (6157)
Eric Bundy (7598)
2008 PREVAILING WAGE RATES
CONSTRUCTION INDUSTRY
AC Mechanic
Acousticat Ceiling Mechanic
Bricktayer/Stone Mason
6ricklaver/Stone Mason Hel
Concrete Finisher
Concrete Form Builder
Drvwal( Mechanic
Etectrician
Electronic Technician
Electronic Technician
1.69 Piumber
2.00 Plumber
SteelSetter
>19.12 Roofer
>10,10 RooferFletper
>16.23 Sheet Metal Worker
$11.91 Sheet Metat Woi�ker He(per
$13.49 Sprinkter System Instalter
$13.12 Sprinkler S stem Instatler Helper
$i4.62 Steel Worker Structurat
$10.91 Concrete Pump
Crane, Ctamsheel, Backhoe, Derrick, D'Line
$13.00 Shovel
$9.00 Forklift
$20.20 FrontEnd Loader
$14.43 Truck Driver
$19.86 Wetder
$12,00 Wetder Hetper
zo.�3
14.90
10.00
14.00
1Q,00
1 b.96
�12, 31
�1$,00
S9.00
� 17, 43
�20.50
>17.76
�12.63
�10.5a
i1A.91
75
Floor l.ayer (Re
Ftoor Laver Hel
Glaxier Helper
Insulator
Insulator Helper
Gaborer Common
Laborer Skilted
Lather
Painter
Plasterer
Ptasterer
$13.00
$18.00
$13.00
$14.78
$11,25
$i0,27
$13.18
S16.10
Od
2.83
7.25
2.25
�C-16.08 Trinity River Vision — Vendor
Participation Form
TY�IS PI�GE L��T INTENTIONALLY BLANK
C[TY OF FORT WORTH TRV — Paits (& 12 — White Setttement Bridge
STANDARD CONSTRUCTION SPGCIF[CATION llOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 20l 1 City Project No. 00969
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The sum of the totals listed by vendor should total the contract award.
The Vendor Profile must be completed for each vendor listed.
Vendor/Subcontractor Planned Amount Scope/Supplies
Non
Prime DB DB
TOTAL $0.00
\\FTWFP01\Data\Project\FTW_Utilities\061018052\White_Settiement\SPEC�Addenda�Addendum 2\Spec\NewAttachments\Vendor Utilization 8-
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�R-0160 00 Produ�t Requi�e�nents
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH TRV — Paits 6& 12 — White Settlement Bridge
STANDARD CONSTRUCT[ON SPGCIF[CATION DOCUMENTS Water and Sanitary Sewer Relocations
Revised July I, 201 I City Project No. 00969
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDATED: 2-29-2012
STANDARD PRODUCTS LIST
Prepared 2/29/2012 Page i
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDATE0:2-29-2072
STANDARD PRODUCTS LIST
Prepared 2/29/2012 Page 2
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDAT[D:2-29-2012
STANDARD PRODUCTS LIST
Prepared 2/29/2012 Page 3
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012
STANDARD PRODUCTS LIST
Prepared 2/29/2072 Page 4