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Home My WebLink AboutContract 56078 Date Received: Jul 27,2021 City Secretary Time Received: 9:16 am Number: 56078 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT made and entered into this 21st day of J u Iv , 2021, by and between ALLIANCE CENTER GA NG.21, LLC, a Texas limited liability company, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City" WITNESSETH WHEREEAS, the Landowner is the owner of certain real property described on Exhibit A-1, hereinafter called the "Property". WHEREAS, the Landowner has built on and and developed the Property according to the Site Plan/Subdivision Plan known as "Gulfstream Alliance SWMP 2020- 0292"hereinafter called the "Plan", which is expressly made a part hereof, as approved or to he approved by the City and the Landowner provides for management of stonriwater within the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A-2" ("Facility Property"); and OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2016 FT. WORTH, TX NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the Facility at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "S", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Facility includes all pipes, channels or other conveyances built to convey storm water to and through the Facility, as well as all structures, improvements, and vegetation provided to control the quantity of the storm water. Adequate maintenance is herein defined as good working condition so that the Facility is performing its design function. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility Components of the Facility, if any, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. I The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property for the purpose of inspecting the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. S70RMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 1111712016 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition acceptable to the City, the City shall provide written notice to Landowner, its successors and assigns, describing with reasonable specificity the needed repairs or maintenance. Landowner, its successors and assigns shall have a period of 30 days to complete such repairs or maintenance (or if such repairs or maintenance cannot reasonably be completed within 30 days, Landowner, its successors and assigns shall commence such repairs or maintenance and shall have such time thereafter as reasonably necessary, using reasonable diligence, to complete such repairs or maintenance). If Landowner, its successors and assigns fail to complete such repairs or maintenance within the time set forth in the immediately preceding sentence, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps reasonably necessary to correct deficiencies identified in the inspection report and to charge the reasonable costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City. S. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement,performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all reasonable costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City may impress a lien for the costs of such work upon the Facility Property. Such lien shall be perfected by filing in the office of the County Clerk of Denton County, Texas an affidavit identifying the Facility Property, stating the amount owing, and making reference to this Agreement. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.1 111 7/201 6 5. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREES AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTA-IN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE FACILITY; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) SLOPE FAILURE OF THE BANKS OF THE FACILITY, OR (3) FAILURE OF THE FACILITY TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the Storm Water Facility Maintenance Agreement Area(s) outlined on Exhibit "A-2" but this paragraph shall not preclude construction of other improvements within the Storm Water Facility Maintenance Agreement Area(s) which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the property abutting such Storm Water Facility Maintenance Agreement Area(s) which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency rain event. STaRMWATER FACILFTY MAINTENANCE AGREEMENT 4 Rev.1 111 7/201 6 8. This Agreement shall be recorded among the land records of Denton County, Texas, and shall constitute a covenant running with the Property, and shall be binding on the Landowner, its successors and assigns including any property owners association. Notwithstanding anything to the contrary contained in this Agreement, neither Landowner nor any future owner of all or any portion of the Property shall be liable under any indemnification or other obligations under this Agreement with respect to claims, losses, damages, events or occurrences other than those arising during or relating to the respective period of such Landowner's or future owner's ownership of the Property. [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.1111712016 Executed this 21st day of July 2021. CITY: LANDOWNER: Alliance Center GA NO. 21, LLC a Texas limiteg liab, lity company Dana BurandofF 11 Dana Burghdoff(:u121,202109:36 CDT) fB y: _ Dana Burghdoff, Asst, City Manager Name:K. R6s-A -ughliLi City of Fort Worth Title: Executive ice President Date: Jul 21,2021 Date: Approved as to Form and Legality: C�rsfii R. Go�ez-Re-r.�� Christa R.Lopez-Reynold (Ju(20,2021 0:29 CDT) Christa Reynolds, Sr. Asst. City Attorney City Attorney's Office Date: Jul 20,2021 ATTEST: � Foio �RT�� 0 00?1 0 p �� Ono o=� Contract Compliance Manager: Ronald P.Gonzales(Jul 26,202107:36 CDT) 000 0 d 0 0 d By signing I acknowledge that I am the Roiald P. Goizales, ��* 000 0 � Actilg City Secretary d��TEXA 0 S�a� for the mon to ng and administration of 0 City Secretary's Office ��n��o- Date Jul 26,2021 this contract, including ensuring all performance and reporting requirements. ,7a&r &(Vy et OMI-9r Janie Scarlett Morales(JUl7,202113:44 CDT) Janie S. Morales, Planning Manager Development Services Date: Jul 7,2021 OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.1111712016 CITY SECRETARY FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before the on July 21, 2021 by Dana Burbadoff, Assistant City Manager of the City of Fort North, on behalf of the City of Fort Worth. Digitally signed by Jennifer L. SpR�P JENNIFER L. EZERNACH Jennifer L. Ezernack Ezernack o - Notary Public Date:2021.07.21 16:14:32-05'00' + * STATE OF TEXAS NT �}Q. Notary I.D. 130561630 Notary Public, State of Texas 9�FOFjG� My Comm. Exp.Mar. 1,2024 STATE OF TEXAS COUNTY OF TARRANT § This instrument was acknowledged before me on ,L 2021, by L. Russel] Lau =Alin. Executive Vice President of Alliance Center GA NO. 21,LLC, a Texas limited liability company, on behalf of said lii i d liability company LORI A.T4CKNDR Notary Public,State nt Texas N air, State of Texas 'g': 'p.► Comm.Expiros 11•fl8-2023 '.;FoF��;.�' Notary I0 10407366 OFFICIAL RECORD CITY SECRETARY STQRMWA7ER FACILITY MAINTENANCE AGREEMENT FT. WORTH, TX Rev.11/17/2016 EXHIBIT "A-1" INSERT LEGAL DESCRIPTION DESCRIPTION BEING A TRACT OF LAND SITUATED IN THE A. MCDONALD SURVEY, ABSTRACT NUMBER 786, AND THE E. PETERS SURVEY, ABSTRACT NUMBER 1626. DENTON COUNTY. TEXAS, BEING A PORTION ❑F THAT TRACT OF LAND DESCRIBED BY DEED TO ALLIANCE CENTER GA NO. 21 , LLC, RECORDED IN INSTRUMENT NUMBER 2020-84696, AND ALL OF THAT TRACT ❑F LAND DESCRIBE❑ BY DEED T❑ ALLIANCE CENTER GA NO. 21 , LLC, RECORDED IB INSTRUMENT NUMBER 2020-126553, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBE❑ BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "CANTER S. BURGESS" FOUND AT THE SOUTHEAST CORNER OF SAID ALLIANCE CENTER GA TRACT AND BEING THE NORTHEAST CORNER OF THAT TRACT ❑F LAND DESCRIBED BY DEED TO FEDERAL EXPRESS CORPORATION. RECORDED IN INSTRUMENT DUMBER 1999-55437. ALSO BEING IN THE WEST RIGHT-OF-WAY LINE OF HERITAGE PARKWAY IA VARIABLE WIDTH RIGHT-OF-WAY) RECORDED IN CABINET H. SLIDE 271 , BOTH OF SAID COUNTY RECORDS: THENCE N 60°35'29"W, 787. 16 FEET. DEPARTING SAID WEST RIGHT-OF-WAY LINE, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "CARTER 8. BURGESS" FOUND IN THE EAST LINE ❑F LOT 1 . BLOCK 1 . WORLD WIDE ADDITION, AN ADDITION T❑ THE CITY OF FORT WORTH. RECORDED IN INSTRUMENT NUMBER 2014-275. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS; THENCE N 10026' 16"W, 886.52 FEET. WITH SAID EAST LINE, TO A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET IN THE SOUTH LINE OF THAT TRACT ❑F LAND DESCRIBED BY DEED TO THE CITY OF FORT WORTH (TAXIWAY "H"), RECORDED IN VOLUME 2931 , PAGE 213, SAID REAL PROPERTY RECORDS; THENCE N 29°24'31 "E, 150.00 FEET, WITH SAID SOUTH LINE, T❑ A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "PELOTON" SET. FROM WHICH A 5/8 INCH IRON ROD, WITH PLASTIC CAP STAMPED "CARTER BURGESS BEARS N 29'24'31 "E, 293.45 FEET: THENCE S 60035'29"E. 1355.21 FEET, DEPARTING SAID SOUTH LINE, TO A 5/8 INCH IRON ROD, WITH PLASTIC CAP STAMPED "PELOTONff. SET IN THE AFOREMENTIONED WEST RIGHT-OF--WAY LINE OF HERITAGE PARKWAY: THENCE S 29424' 37"W. 830.64 FEET. WITH SAIL} WEST RIGHT-OF-WAY LINE. T❑ THE POINT OF BEGINNING AND CONTAINING 932,371 SQUARE FEET OR 21 .404 ACRES OF LAND MORE OR LESS. Guffstream Detention Pond 8 Rev.OM312021 EXHIBIT"A-2" INSERT LEGAL DESCRIPTION Gulfstresm Detention Pond S Rev.02/0312021 POND A Description of a Storm Water Facility Maintenance Area BEING a tract of land situated in the A, McDonald SurVey,Abstract Number 786, City of Fort Worth, Denton County,Texas, being a portion of that tract of land described by deed to Alliance Center GA No.21,LLC recorded in Instrument Number 2020-84696,Real Property Records, Denton County,Texas and being more particularly described by metes and bounds as follows: COMMENCING at the northwest corner of said Alliance Center tract,being the northeast corner of Lot 1, Block 1, World Wide Addition,an addition to the City of Fort Worth,Denton County,Texas, recorded in Instrument Number 2014-275,said Real Property Records and being an ell canner in the east line of that tract of land described by deed to the City of Fort Worth (Taxiway"H")recorded in Volume 2931,Page 213,said Real Property Records, from which an iron rod found bears N 401109'54"W,0.94 feet; THENCE S 10`26'16"E, H 7.09 feet, with the west line of said Alliance Center Tract and the east line of said Lot 1, Block 1, from which a 5/8 inch iron rod with plastic cap stamped "Carter & Burgess"bears S 10'26'16"E, 769.43 feet; THENCE N 79033'44"E, 94.94 feet, departing said common line over and across said Alliance Center tract to the POINT OF BEGINNING, the beginning of a non-tangent curve to the right; THENCE with said non-tangent curve to the right, an are distance of 45.33 feet, through a central angle of 129°50'59",having a radius of 20.00 feet,the long chord which bears N 54°29'13"E,36.23 feet; THENCE S 60035'17E, 232.89 feet, to the beginning of s curve to the right; THENCE with said curve to the right, an arc distance of 31.42 feet,through a central angle of 90°00'00",hating a radius of 20.00 feet,the long chord which bears S 15°35'17"E,28.28 feet; THENCE S 29°24'43"W,272.95 feet, to the beginning of a curve to the right; THENCE with said curve to the right,an are distance of 48.92 feet,through a central angle of 140°09'01", having a radius of 20.00 feet,the long chord which bears N 80"30'47"W, 37,61 feet; THENCE N 11 003'35"W, 358.80 feet to the Point of Beginning and containing 50,332 square feet or 1.155 acres of land more or less. "Integral parts of this document" 1. Dmeripl ion 3.Exhibit Petwon lob Na-GST2WG1 AFw Tracking Ida.AAM3861 Fe6rvary 03,2021 G:VDAIGST2000I_GST ALLIANCEIMASTERDEVI_SUR\EASEMEl�MLEGAMGST7000I EAS.DOCX Pagc i 021 y Basis of Bearing is the Texas Coordinate System N of FG,rt.H,1 �1RF North Central Zone 4202• NAD 83 Ci iT5X1w'y g ZO C --- IRF Iron Rod Found e men // - �� 10� PT9I GRAPHIC SCALE IN FEET V01.4350�p.C• V 1R✓` BEARS ! Paint of - "Integral parts of this document" o N49W54W 0.94' 1. Description _ Commencing -•� 2. Exhibit N - � �N - b f? � 6 C1 - - r1 sso - N79- g4 4 3`s�j. ALLIANCE CENTER - Point of E GA NO.2r,LLC fir•- } 23 MST." 2020426553 } Beginning ?�y, RPR.D.C.T. 1 Z u a IJ55 Acres y lq � A�; k AD Lot �.Ok md,10 } (.P -0& (o ygorld Wi 2014-275 } C3 ALLIANCE CENTER } CA NO. 21, LLC 1NST.# 2920-84696 n } R.P.R.D.C.T. ? �1RF n Q C# Del to RoCius Length t_Ch Bearing Dist. o h�E'4F T� C1 1290 5O'59" Z0.00' 45.33' N 54°29' 13"E 35.23' bFs C2 90 00 00 20.00 31 .42 S 15°35' 1 7 E 28.2$ o''sss C3 140009'01 " 20.00' 48.92' N 80°30'47"W 37.61 ' ° rva A,'gR106"E' tig....940....,...*{... a a d.� $S k 0 ` Exhibit of a = Storm Water Facility Maintenance Area r P E LOTO N Situated in the A. McDonald Survey, Abstract Number 786, III LAND SOLUTIONS City of Fort Worth, Denton County, Texas. ACF#7861 9W RTH.HIL�TEXAS 7$177VAY,$LgFE 250 JOB#GST20001 DRAWN BY: tab CHECf(ED BY:T.Bridges DATE. 01-17-21 PAGE#2 of 2 FORT WQR7H.TEAS 76777 PH-p 817581-335D G'\J \ T240p1_ _WfortCe\ as!er evti_Sur\ asemenfsti _T2Q007_EAS.dgn Defn.4t 2/3/2021 11=23!46 AW POND B Description of a Storm Water Facility Maintenance Area BEING a tract of land situated in the A.McDonald Survey,Abstract Number 786,City of Fort Worth, Denton County,Texas,being a portion of that tract of land described by deed to Alliance Center GA No. 21,LLC recorded in Instrument Number 2020-84696,Real Property Records,Denton County,Texas and being more particularly described by metes and bounds as follows: COMMENCING at a 518 inch iron rod with plastic cap stamped"Carter 8t Burgess"found at the south comer of said Alliance Center tract,being the cast corner of that tract of land described by deed to Federal Express Corporation recorded in Instrument Number 99-55437,said Real Property Records and being in the west right-of-way line of Heritage Parkway(a variable width right-of--way); THENCE N 60°35'29"W,253.90 feet,with the southwest line of said Alliance Center tract and the northeast line of said Federal Express tract,from which a 5/8 inch iron rod with plastic cap stamped "Carter&Burgess",found at the southwest corner of said Alliance Center tract,bears N 60°35'29"W, 533.27 feet; THENCE N 29024'31"E, 90.58 feet,departing said common line over and across said Alliance Center tract to the POINT OF BEGINNING; THENCE N 55021'33"W,7.64 feet to the beginning of a curve to the right, THENCE with said curve to the right,an arc distance of 19.37 feet,through a central angle of 85°22'10",having a radius of 13.00 feet,the long chord which bears N l 2°40'28"W, 17.63 feet; THENCE N 30000'37"E, 63.96 feet; THENCE N 01 004'20"E,63.08 feet; THENCE N 77010'58"E, 10.28 feet; THENCE S 00035'50"W,64.94 feet; THENCE N 30046'08"E,33.84 feet to the beginning of a curve to the right; THENCE with said curve to the tight,an arc distance of 21.16 feet,through a central angle of 80°48'23",having a radius of 15.00 feet,the long chord which bears N 71°l0'20"E, 19.44 feet; THENCE S 68025'29"E, 120.84 feet to the beginning of a curve to the right, THENCE with said curve to the right,an arc distance of 30.99 feet,through a central angle of 88°46'44",having a radius of 20.00 feet,the long chard which bears S 24°02'07"E, 27.98 feet; THENCE S 20°21'1 TV, 18.13 feet to the beginning of a curve to the right; THENCE with said curve to the right,an are distance of 109.87 feet,through a central angle of 74103'47",having a radius of 85.00 feet,the long chord which bears S 57023'09"W, 102.38 feet; PCIMA Job W.GST20001 NOTTW Tracking No.ACF#7862 G'V081GST20001 GST_ALLIANCEIMA5TERDM SURIEASEMIENTS�LEGALSIGST20v01 EA&DOCX Febntiary 03.2021 Page 1 of 3 THENCE N 85034'57"W,20.74 feet to the beginning of a curve to the right; THENCE with said curve to the right, an are distance of 84.40 feet, through a central)angle of 300 13'24",having a radius of 160.00 feet,the long chord which be N 70°28'15"W,83.42 feel to the Point of Beginning and containing 20,727 square feet or 0.476 acres of land more or less. POD=Job No,GST20DOI NO-FTW Tracking No,ACF#7862 G:1JOB1GST20001_GST_ALLIANCOMASTERDEV�SURIEASEMENMLEGAMGMDODJ EA6.Dw February 03,2021 Page 2 of 3 y 0r Basis of Bearing is the Texas Coordinate System in North Central Zane 4202, NAD 83 TO IRF Iron Rad Found �d rn 200 a GRAPHIC SCALE IN FEET �d ALLIANCE CENTER "Integralparts of this document" o� GA NO. 21, LLC 1. Description INST.# 2020-84696 Exhibit R.P.R.D.C.T. o � b tN7 7- 110laq I . AO.2 S00' 35'50"W N010 04'20"E 64.94' 63.08' C Il7F Point of ) �0 0.-075 Acres �• �° Beginning PN550 21'33"W L2 f a N G 1 7.6 4' i ;7 f C 5 C 4 I l Express �� 18�° 34'57"W Fier7 20.74 rotl4n -a f, G0: 8543 Ins : p T. LINE TABLE 2S go,g' I- NO. BEARING DIST. L1 N30°46'❑8'E 33.84' / / lC7G 13 war, L2 S20°21' 15"W 18.13' RF ./ Ot 4.N00Bn rl Add CURVE TABLE Point of 1 �I;once ; �0i610 f 1 gpj�D in N0. DELTA RADIUS LENGTH BEARING RIST. Commenc g ICS- C1 85'22' 10" 13.00' 19.37' N12°40' 28"W 17-63' C2 80'48'23" 15-00, 21.16' N711 10' 20"E 19-44' C3 88'46' 44" 20.00' 30.99 524°0 707"E 27-98' a C4 74,03'47" 85.00' 109.87' S57°23' 09"W 102.38' - ra 6 C5 30°13' 24" 760.00' 84-40' N70' 28' 151W Nr '9t who Cb lF-OF r� � 1 �+�� 14 ai1- n ay Lot �rtnpprl Pd a �t� ' �G1 pllianse N: �Q18.340 � Insl- d!]p A.•9RI�CE �p t�t) 4940 �• BURYE`1 N Exhibit of a • Storm Water Facility Maintenance Area P E LOTQ N Situated in the A. McDonald Surrey Abstract Number 786, LAND SOLUTIONS City of Fort Worth, Denton County, Texas. ACF#7862 9WOHI H. OODTEXAS 761774pY,SUITE 250 JOB#GST20001 DRAWN BY: S.Stewart CHECKF-D$Y:T.Bridges DATE: 01-22-21 PAGE#3 of 3 FORT WaR7Fl,7ENA578777 PH.tf 8f7$BR-3S50 g G: JOB\GSy 21001_G T_MiQn7e\sh5ter ev\_Su, E as e-en t s N"12 QOU 1_ -d9n Default 2/3/2021 11: :a9 AM EXHIBIT B SITE tiTOkNM'ATER AND CONTAINMENT OPERATION & 'MAINTENANCE PLAN For Gulfstream MRO 14601 Heritage Parkway 76177 Fort Worth, Texas t;uIfstI.C.-Ifit .k V ro Spacc SCI-► ices C(11-1). Dallas, 75235 We acknowledge receipt of the Operation 3 Maintenaoce Manual provided for the above referenced project Owner Gutfstream Aerospace Services Carp Representative, James Bow e(I. Senior Meager Accepted.- 4 � Date ) Introduction The project includes a Maintenance, Repair, and Overhaul (MRO) facility for Gulfstream Aerospace aircrafts. The hangar in the MRO building is designed as a fueled aircraft hangar by code with a fire suppression system that includes firefighting foam. The concrete apron adjacent to the building will have parked aircraft containing fuel. The facility has been designed to prevent accidental spills or fire suppression systems from discharging potential contaminants to offsite sources such as stormwater, groundwater, and sanitary. stormwater for the site is served by two detention ponds located at the rear and the front of the property, Pond A and Pond B respectively, Pond A also serves as a containment facility for high expansion foam (HEF) discharge that supports the fire suppression system of the facility. Pond B operates as a standard stormwater detention pond system which is not connected to the HEF containment system. The Foam and Fuel Containment Plan, Figure 1 , shows the layout of the containment system. It also has graphics describing the operational conditions. For this facility, Pond A has dual function as both stormwater detention and emergency containment. The containment in Pond A is designed for firefighting foam, fire sprinkler water, fuel spill, and a concurrent 10-yr storm event. Normal Containment and Test Drainage Conditions The system functions in either the normal drainage condition or the containment drainage condition. Normal drainage condition functions with typical stormwater flow paths. The aircraft apron drains to surface grate inlets and storm pipes which drain through an oil water separator to Pond A then through the pond control structure to pipe and ultimately offsite to the stormwater ditch. The oil/water separator provides passive capture of hydrocarbons from small accidental spills on the apron. The containment drainage condition closes discharge pathways for storm and retains on-site the design volume of water and potential contaminants. The means for stopping discharge is by closing the site sliding gate and hangar knife gate. The site sliding gate is in a vault on the pipe downstream of Pond A. The hangar knife gate is in the diversion vault in the hangar. Both the site slide gate and the hangar knife gate are motor operated and wired to the fire alarm control panel. The wiring controls are designed to close both at the same time. Closing the knife gate prevents flow to sanitary and redirects flow to the storm pipe under the apron and the containment in Pond A. Closing the site slide gate prevents offsite discharge and retains the liquids in the containment pipes and Pond A. The material for the containment pipe is RCP with watertight joints. Pond A bottom and side slopes have an impervious poly liner with a cap of geotextile fabric and 6"vegetated topsoil. The test drainage conditions are for firefighting foam system discharge only, which requires less containment volume than design flow and shall be scheduled to occur during a dry period. Testing of the system does not utilize Pond A for any containment. Recurring test of the HEF system are performed annually. ■ Foam discharge (if any) will be a small amount to a controlled location such as a portable tank or similar sized area with no discharge to the site containment system. • Non-fluorinated foams, approved test concentrate substitutes, non-discharge methods (per NFPA 11 Annex D), or test outlet ports will be used for maintenance tests • The remainder of testing will be conducted using water only. ■ The test foam solution (if any) will be transported and disposed by a licensed waste service company The Foam and Fuel Containment Exhibit illustrates the normal, containment, and test drainage conditions. Activation and Deactivation The containment condition will be activated four ways: l. When foam is discharged in the hangar, the fire alarm controls automatically send a signal to close both the site slide gate and the hangar trench gates by motor actuators. 2. Someone pushes the button to activate containment (control stations located at the hangar)which sends a signal to close both the site slide gate and the hangar trench gates by motor actuators. 3. Someone monitoring the fire alarm system remotely activates containment which sends a signal to close both the site slide gate and the hangar trench gates by motor actuators. 4. Someone manually closes both the site slide gate and the hangar trench gates using the handwheels, nut and wrench or similar manual operating mechanism. Foam activation will always automatically trigger containment through Fire Alarm controls of slide gate and knife gate per item 1. Items 2,3, and 4 are additional ways to initiate containment. Cleanuo After Contained Event In the event that firefighting foam, fuel, oil, or other potential contaminants are captured in the containment system, the cleanup process shall begin immediately. The containment system shall not be opened to normal drainage conditions until impacted areas are cleaned up to background or prerelease conditions. Within 24 hours, the liquids containing potential contaminants shall be vacuumed or pumped out and disposed of by a licensed liquid water service. Firefighting foam may take longer to dissipate and return to solution form, possibly requiring multiple days of pump-out. Pump-out will occur primarily in the slide gate vault, which is the lowest point in the containment system, however other structures which have the potential to hold liquids will need to be pumped-out including the oil water separator, inlets, junction boxes, and diversion vault in the hangar. The contacted pipes shall be thoroughly cleaned and flushed until the flush water tests results are less than or equal to background or prerelease conditions for all potential contaminants. The contacted poly lined pond shall be decontaminated by removing and replacing the topsoil, geotextile fabric, and poly liner. Contaminated materials shall be disposed by a licensed waste service company. Following cleanup procedures, the deactivation to open the site slide gate and the hangar trench gate shall require manual opening using the handwheels, nut and wrench, or similar manual operating mechanism. The gates will not be wired for motor operated opening. This will allow time for the proper cleanup prior to opening. Emergency Cleanup After Uncontained Event In the unforeseen event that that gate valve does not close, and foam reaches downstream system, the responsible person shall notify the TCEQ as soon as possible but not later than 24 hours after the discovery of the spill or discharge. The responsible person shall notify the TCEQ in any reasonable manner including by telephone, in person, or by any other method approved by the TCEQ. In all cases, the initial notification shall provide, to the extent known, the information listed in subsection td) of 30 TAC §327.3. Notice provided under this section satisfies the federal requirement to notify the State Emergency Response Commission in the State of Texas. The responsible person shall notify one of the following: l. During normal business hours only, the regional office for the agency region in which the discharge or spill occurred; or 2. The State Emergency Response Center at 1-800-832-8224. In the event foam reaches a downstream system, the impacted areas in general will be cleaned up to background or prerelease conditions. For spills, the cleanup requirements are specified in the Texas Risk Reduction (TRRP) program rules of 30 TAC Chapter 350, which became effective on September 23, 1999. Any disposal would be in accordance with applicable regional, national and local laws and regulations. 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'01 ANSUL. * I I Safety Data Sheet This safety data sheet complies with the requirements of: 2012 OSHA Hazard Communication Standard(29CFR 1910.1200) Product name JET-X 2% High Fxpansion Foam Concentrate 1. Identification 1.1. Product Identifier Product name JET-K 2% High Expansion Foam Concentrate 1.2. Other means of identification Product code 436879 Synonyms None Chemical Family No information available 1.3. Recommended use of the chemical and restrictions on use Recommended use Fire extinguishing agent. Uses advised against Consumer case: 1.4. Details of the Supplier of the Safety Data Sheet Company Name Tyco Fire Protection Products One Stanton Street Marinette,WI 54143-2542 Telephone: 715-7 35-7411 Contact point Product Stewardship at 1-715-735-7411 E-mail address psra@tycofp.com 1.5. Emergency Telephone Number Emergency telephgne, QHEMTREC 800-424-9300 or 703-527-3887 . Hazards Identification Classification This chemical is considered hazardous by the 2012 OSHA Hazard Communication Standard(29 CFR 1910.1200) Serious eye damage/eye irritation -Category 2A 2.2. Label Elements Signal Word WARNING Hazard Statements Causes serious eye irritation < > Precautionary Statements Revision date 09-Feb-2017 Version 31 :1 ANSUL. Product code 436879 1 Product name JET-X 2% High 1 PAGE 21 10 Expansion Foam Concentrate Prevention Wash face, hands and any exposed skin thoroughly after handling.Wear eye/face protection. IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do, Continue rinsing. If eye irritation persists: Get medical advice/attention. 2.3. Hazards Not Otherwise Classified(HNOC) Not Applicable. 2.4. Other Information May be harmful if swallowed.Toxic to aquatic life with long lasting effects.Toxic to aquatic life. Unknown Acute Toxicity 39.298%of the mixture consists of ingredient(s)of unknown toxicity 3. Com ositionlinformation on Ingredients 3.1. Mixture The following component(s)in this product are considered hazardous under applicable OSHA(USA) Chemical name CAB No. wei ht% Sulfuric Acid,mono-C10-16 esters,Ammonium salts 68081-96-9 10-3D Ethylene Glycol 1 Q7-21-1 7-13 2-2-Butox ethox ethanol 112-34-5 3-7 Dodecan-1-a1,ethox lated,sulfates,Ammonium salts 32612-48-9 1 -5 Lauryl Alcohol 112-53-8 1 -5 First aid measures 4.1. Description of first aid measures Eye Contact Rinse thoroughly with plenty of water for at least 15 minutes, lifting lower and upper eyelids. Consult a physician. Skin contact Wash skin with soap and water. Get medical attention if irritation develops and persists. Inhalation Remove to fresh air. If breathing is difficult,give oxygen. [Get medical attention immediately if sympto=-O*e r";— Ingestion Rinse mouth. Do not induce vomiting without medical advice, If swallowed, call a poison control center or physician immediately. 4.2. Most Important Symptoms and Effects, Both Acute and Delayed Symptoms No information available. 4.3. Indication of Any Immediate Medical Attention and Special Treatment Needed Note to physicians Treat symptomatically. 5. Fire-fighting measures 5.1. Suitable Extinguishing Media Product is extinguishing agent. Use extinguishing measures that are appropriate to local circumstances and the surrounding environment_ Revision date 09-Feb-2017 Version 31 1 *11ANSUL-1 Product code 436879 1 Product name JET-X 2% High 1 PAGE 31 10 Expansion Foam Concentrate 5.2. Unsuitable Extinguishing Media None. 5.3. Specific Hazards Arising from the Chemical None known. Hazardous Combustion Carbon oxides, Nitrogen oxides(NOx), Oxides of sulfur Products 5.4. Explosion data Sensitivity to Mechanical Impact None_ Sensitivity to Static Discharge None. 5.5. Protective Equipment and Precautions for Firefighters As in any fire,wear self-contained breathing apparatus pressure-demand, MSHA/NIOSH (approved or equivalent)and full protective gear. fi. Accidental release measures, 6.1. Personal precautions,protective equipment and emergency procedures Personal Precautions Ensure adequate ventilation,especially in confined areas. For emergency responders Use personal protection recommended in Section R. 6.2. Environmental Precautions Environmental Precautions Prevent further leakage or spillage if safe to do so. Prevent entry into waterways, sewers, basements or confined areas. See Section 12 for additional Ecological Information. 6.3. Methods and material for containment and cleaning up Methods for Containment Prevent further leakage or spillage if safe to do so. Methods for Cleaning Up Pick up and transfer to properly labeled containers. 7. Handling and Storage 7.1. precautions for Safe Handling Advice on safe handling Avoid contact with skin and eyes. Handle-m.nca air Wth<go8d 4FAustrial hygiene and safety practice. 7.2. Conditions for safe storage, including any incompatibilities Storage Conditions Keep containers tightly closed in a dry, cool and well-ventilated place. Incompatible Materials Strong oxidizing agents.Strong acids. Strong bases. $. Exposure Controls/Personal Protein Revision date 09-Feb-2017 Version 31 1 *11ANSUL-1 Product code 436879 1 Product name JET-X 2% High 1 PAGE 41 10 Expansion Foam Concentrate 8.1. Control Parameters Exposure guidelines Chemical name ACGIH TLV OSHA PEL NIOSH IDLH Mexico OEL Ethylene Glycol STEL:50 ppm vapor - 100 mglm3(Ceiling) I fi`21-1 fraction STEL:10 mglm3 inhalable particulate matter,aerosol only TWA 25 ppm vapor fraction 2-(2-13utoxyethimy4et�a _ _TLHA: 14pP�n�nhalabie - - - 112-34-5 fraction-and va or ACGIH(American Conference of Governmental Industrial Hygienists)OSHA (Occupational Safety and Health Administration of the US Department of Labor)NIOSH IDLH lmmediately Dangerous to Life or Health 8.2. Appropriate Engineering Controls Engineering controls Showers Eyewash stations Ventilation systems. 8.3. Individual protection measures,such as personal protective equipment EyelFace Protection Avoid contact with eyes.Tight sealing safety goggles. Skin and Body Protection Wear protective gloves and protective clothing. Respiratory Ppol&a ien, —K arliosire limits are exceeded or irritation is experienced, NIOSHIMSHA approved respiratory protection should be worn. Positive-pressure supplied air respirators may be required for high airborne contaminant concentrations. Respiratory protection must be provided in accordance with current local regulations. Ventilation Use local exhaust or general dilution ventilation to control exposure with applicable limits 8.4. General hygiene considerations Do not cat,drink or smoke when using this product. Handle in accordance with good industrial hygiene;and safety practice. 9. Physical and Chemical Properties 9.1_ Information on basic physical and chemical properties Physical State Liquid Odor Characteristic Color Blue Odor Threshold No data available Property Values Remarks •Method pH 7 Melting point/freezing point No data available Boiling point I boiling range 100 'C r 21 _F Flash Point ? 100 °C 1 a 212 °F Evaporation Rate No data available Flammability(solid,gas) No data available Flammability limit in air Upper flammability limit: No data available Revision date 09-Feb-2017 Version 31 1 *11ANSUL.J. Product code 4:36879 1 Product name JET-X 2% High 1 PAGE 51 10 Expansion Foam Concentrate Lower flammability limit: No data available Vapor Pressure No data available Vapor Density No data available Specific gravity No data available Water Solubility No data available Solubility in Other Solvents No data available Partition coefficient No data available .Autoignition Temperature No data available Decomposition Temperature No data available Kinematic viscosity No data available 10. Stab!lit an Reaattvit 10.1. Chemical Stability.: Stable under recommended storage conditions. 10.2. Reactivity No data available 10.3. Possibility of hazardous reactions None under normal processing- Hazardous Polymerization Hazardous polymerization does not occur. 10.4. Conditions to Avoid Extremes of temperature and direct sunlight. 10.5. Incompatible Materials Strong oxidizing agents. Strong acids.Strong bases_ 10.6. Hazardous decomposition products Carbon oxides. Nitrogen oxides(NOx).Oxides of sulfur. 11. Toxicological Information 11.1. Information on Likely Routes of Exposure Product information Inhalation No data available. Eye Contact Severely irritating to eyes. Skin contact No data available. Ingestion May be harmful if swallowed. Component Information Acute Toxicity Revision date 09-Feb-2017 Version 31 1 *11ANSUL-1 Product code 436879 1 Product name JET-X 2% High 1 PAGE 61 10 Expansion Foam Concentrate Chemical name Oral LD50 Dermal LD50 Inhalation LC50 Ethylene Glycol =4700 mglkg (Rat) =10600 mglkg (Rat)=9530 pLlkg 107-21-1 Rabbit 2-(2-Butoxycthoxy)cthanol =5660 mglkg (Rat) =2700 mglkg (Rabbit) 112-34-5 Dodecan-1-ol,ethoxylated,sulfates, =630 mglkg (Rat) - Ammonium salts 32612-4,aa U Lauryl Alcohol >12800 mglkg (Rat} - - 112-53-8 11.2. Information on Toxicological Effects Symptoms No information available. 11.3. Delayed and immediate effects as well as chronic effects from short and long-term exposure Skin Corrosion/irritation No information available. Serious eye damage/eye irritation Severely irritating to eyes, Sensitization No information available. Germ Cell Mutagenicity No information available. Carcinogenicity No information available. ACGIH(American Conference of Governmental Industrial Hygienists) A3-Animal Carcinogen IARC(International Agency for Research on Cancer) Group ]-Carcinogenic to Humans NTP(National Toxicology Program) Known-Known Carcinogen OSHA(Occupational Safety and Health Administration of the US Department of tabor) X-Present Reproductive Toxicity No information available. STOT-Single Exposure No:nformation available. STOT-Repeated Exposure No information available. Target organ effects Central Nervous System, Eyes, Respiratory System, Skin. Aspiration Hazard No information available. 11.4. Numerical Measures of Toxicity -Product information The following values are calculated based on chapter 3.1 of the GHS document ATEmix(oral) 3104 mglkg ATEmix(dermal) 35416 mg/kq 12. Ecvly icW Wv>Rmativrt 12.1. Ecotoxicity Toxic to aquatic life with long lasting effects. 15.5715%of the mixture consists of components s of unknown hazards to the aquatic environment Chemical name AI aela uatic plants Fish Crustacea Sulfuric Acid,mono-Cl 0-15 esters, EC50(96h) =42 mglL LC50(48h)static= 19 mg1L EC50(24h) =56 mglL Daphnia Ammonium salts Desmodesmus subspicatus Leuciscus idus magna 68081-96-9 Ethylene Glycol EC50(96h) 6500-13000 mglL LC50(96h)static 40000-60000 EC50(48h) =46300 mg1L Daphnia 107-21-1 Pseudokirchneriella subcapitata mglL Pimephales promelas LC50 magna (96h)static=27540-mgfL Lepam;s macrochirus LC50(96h) =41000 mglL Qnrorhynchus mykiss LC50 (96h)static 14-18 mLIL dncorhynchus mykiss LC50(96ri) Revision date 09-Feb-2017 Version 31 :1 IAN LJL Product code 436879 1 Product name JET-X 2% High 1 PAGE 7110 Expansion Foam Concentrate static=16000 mglL Poecilia reticulate LC50(96h)static=40761 mg1L Oncorhynchus mykiss 2-(2-Butoxyethoxy)ethanol EC50(96h) >100 mq!L LC50(96h)static=1300 mglL EC50(48h) >100 mglL Daphnia 112-34-5 Desmodesmus subspicatus Lepomis macrochirus magna EC50(24h) =2850 mg1L Daphnia magna Lauryl Alcohol EC50(96h) =0.62 mg1L LC50(96h) =D.1855 mglL EC50(48h) =320 mglL Daphnia 112-53-8 Desmodesmus subspicatus Pimephales promelas LC50(96h) magna flow-through=1.01 mg1L Pimephales promelas Ethanol - LC50(96h)static 12.0-16.0 mUL EC50(24h) 10800vrglt-Daphnia 64-17-5 Oncorhynchus mykiss LC50(96h) magna LC50(48h) 9268-14221 flow-through 13400-15100 mglL mglL Daphnia magna EC50(48h) Pimephales promelas LC50(96h) Static=2 mg1L daphnia magna static>100 mg1L Pimephales promelas Ammonium sulfate,technical - LC50 96 h 460-1000 mg1L LC50 48 h=14 mg1L Daphnia 7783-20-2 Leuciscus idus static;L050 96 h mayna;EC50 24 h=423 my1L 123-128 mglL Poecilia reticulata Daphnia magna semi-static;LC50 96 h=126 mg1L Poecilia reticulata;LC50 96 In>100 mglL Pimephales promelas;LC50 96 h 32.2-41.9 mglL Oncorhynchus mykiss flow-through; LC50 96 h 5.2-8.2 mg1L Oncorhynchus mykiss static;LC50 96 h=18 mglL Cyprinus carpio; LC50 96 h=480 mglL Brachydanio rerio flow-through;LC50 96 h=420 mglL Brachydanio redo semi-static; LC50 96 h=250 mglL Brachydanio redo Triethanolamine EC50(72h) =216 mglL LC50(96h)static 450-1000 mglL EC50(24h) =1386 mg1L Daphnia 102-71-6 Desmodesmus subspicatus EC50 Lepomis macrochirus LC50(96h) magna (96h) =169 mglL Desmodesmus static a 1000 mglL Pimephales subspicatus promelas LC50(96h)flow-through 10600-13000 mg1L Pimephales promelas. Diethanolamine EC50(72h) =7.8 mglL LC50(96h)flow-through 4460- EC50(48h) =55 mg1L Daphnia 111-42-2 Desmodesmus subspicatus EC50 4980 mg1L Pimephales promE4as magna J96h) 2.1 -2.3 mg1L LC50(96h)static 1200-1580 mg1L Pseudokirchneriella subcapitata Pimephales promelas LC50(96h) static 600-1000 mglL Lepomis macrochirus Sodium Hydrogen Carbonate E050(120h) =650 mg1L Nitzschia LC50(96h)static 8250-9000 mglL EC50(48h) =2350 mglL Daphnia 144-55-8 linearis Le ❑mis macrochirus magna Hexamethylenetetramine - LC50(96h)flow through 44600- EC50(48h) 29868-43390 mg1L 100-97-0 55600 mg1L Pimephales.promelas Daphnia magna Methylene chloride EC50(72h) >500 mg1L LC50(96h)static=193 mg1L LC50(48h)Static 1532-1847 75-09-2 Pseudokirchneriella subcapitata Lepomis macrochirus LC50(96h) mglL Daphnia magna EC50(48h) _ EC50(96h) >500 mglL flow-through=193 mg1L Lepomis 190 mg1L Dmiahnia magna Pseudokirchneriella subcapitata macrochirus LC50(96h)static 262 -855 mglL Pimephales promelas LC50(96h)flow-through 140.8- 277.8 m IL Pimephales promelas 1,3-Dichloropropene EC60(96h) 2.45-6.45 mglL LC50(96h)semi-static=4.5 mglL EC50(48h)Static 0.063-0.129 542-75-5 Pseudokirchneriella subcapitata Oncorhynchus mykiss LC50(96h) mglL Daphnia magna EC50(48h) _ EC50(72h) 3.12-M5 mg1L_ =2 mg1L Opcorhynchus mykiss 0.09 mglL Daphnia magna Pseudokirchneriella subcapitata LC50(96h)static 3.1 -4.9 mglL Oncorhynchus mykiss LC50(96h) flow-through 0.21-1-0.2r P rhg1L Pimephales.promelas LC50(96h) static 1.52-2.68 mglL Pimephales Revision date 09-Feb-2017 Version 31 1 *11ANSUL-1 Product code 436879 1 Product name JET-X 2% High 1 PAGE 81 10 Expansion Foam Concentrate promelas LC50(96h)static 5.1 - 6.8 mglL Lnpomis macrochirus 12.2. Persistence and Degradability No information available. 12.3. Bioaccumulation No information available. Chemical name Partition coefficient Ethylene Glycol -1.93 107-21-1 Lauryl Alcohol 5.36 112-53-8 12.4. Other Adverse Effects No information available 3. Disposal Considerations 13.1. Waste Treatment Methods Disposal of wastes Disposal should be in accordance with applicable regional, national and local laws and regulations. Contaminated Packaging Do not reuse container. 14. Transport Information DOT NOT REGULATED TDG NOT REGULATED MEX NOT REGULATED ICAO(air) NOT REGULATED IATA NOT REGULATED IMDG NOT REGULATED 15. Regulatory Information 15.1. International Inventories TSCA Complies DSUNDSL Complies ENCS Does not comply IECSC Complies KECL Complies PICCS Complies AICS Complies Revision date 09-Feb-2017 Version 31 1 *11ANSUL-1 Product code 436879 1 Product name JET-X 2% High 1 PAGE 91.10 Expansion Foam Concentrate Legend: TSCA -United States Toxic Substances Control Act Section 8(b)Inventory DSLINDSL -Canadian Domestic Substances List(Non-Domestic Substances List ENCS -Japan Existing and New Chemical Substances IECSC -China Inventory of Existing Chemical Substances KECL -Korean Existing and Evaluated Chemical Substarr- - PICCS -Philippines Inventory of Chemicals and Chemical Substances AILS -Australian Inventory of Chemical Substances 15.2. US Federal Regulations SARA 313 Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986(SARA). This product contains a chemical Or chemicals which are subject to the reporting requirements of the Act and Title 40 of the Code of Federal Regulations, Part 372 Chemical name SARA 313-Threshold Values'!o Ethylene Glycol-101-21-1 1.0 -2-Sutox ethox ethanol-112-34-5 1.0 SARA 3111312 Hazard Categories Acute Health Hazard Yes Chronic health hazard No Fire Hazard No Sudden Release of Pressure Hazard No Reactive Hazard No CWA(Clean Water Act) This product does not contain any substances regulated as pollutants pursuant to the Clean Water Act(40 CFR 122.21,and 40 CFR 122,42) CERCLA This material,as supplied,contains one or more substances regulated as a hazardous substance under the Comprehensive Environmental Response Compensation and Liability Act(CERCLA)(40 CFR 302) Chemical name Hazardous Substances Ras CERCLAISARA RQ Reportable Quantity RQ Ethylene Glycol 5000 lb - RQ 5000 lb final RQ 107-21-1 RQ 2270 kg final RQ 15.3. US State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals Chemical name California Proposition 65 Ethylene Glycol-107-21-1 Developmental Ethanol-64-17-5 Carcinogen Developmental ❑iethanolamine-111-42-2 Carcinogen Methylene chloride-75-09-2 Carcinogen 1,3-Dichloro ro ene-542-75-6 Carcinogen U.S.State Right-to-Know Regulations Chemical name New Jersey Massachusetts Pennsylvania Ethylene Glycol X X X 107-21-1 2-(2-Butoxyethoxy)ethanal X - X Revision date 09-Feb-2017 Version 31 1 *11ANSUL-1 Product code 436879 1 Product name JET-X 2% High 1 PAGE 101 10 Expansion Foam Concentrate 112-34-5 Ethanol X X X 64-17-5 Diethanolamine X X X 111-42.2 Hexamethylenetetramine X - - 100-97-0 Methylene chloride x x X 75-09-2 1,3-Dichloropropene x X X 542-75-6 96. Other information, including date of preparation of the last revision NFPA Health Hazards 2 Flammability 1 Instability 0 Physical and chemic-ail properties - HMIS Health Hazards 2 Flammability 1 Physical Hazards 0 Personal Protection X Revision date 09-Feb-2017 Revision note SIDS sections updated, 2, 3, 11, 12, 15. Disclaimer The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication.The information given is designed only as a guidance for safe handling, use, processing,storage, transportation,disposal and release and is not to be considered a warranty or quality specification.The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. End of Safety Data Sheet Revision date 09-Feb-2017 Version 31 :1 ANSUL . Safety Data Sheet This safety data sheet complies with the requirements of: 2012 OSHA Hazard Communication Standard(29CFR 1910.1200) Product name ANSULITF 3%(AFC-3A)AFFF Concentrate 11. Identification 1.1. Product Identifier Product name ANSULITE 3%(AFC-3A)AFFF Concentrate 1.2. Other means of identification Product code 055800 Synonyms None Chemical Family No information available 1.3. Recommended use of the chemical and restrictions on use Recommended use Fire extinguishing agent. Uses advised against Consumer case: 1.4. Details of the Supplier of the Safety Data Sheet Company Name Tyco Fire Protection Products One Stanton Street Marinette,WI 54143-2542 Telephone: 715-7 35-7411 Contact point Product Stewardship at 1-715-735-7411 E-mail address psra@tycofp.com 1.5. Emergency Telephone Number Emergency telephant� , -CPF-+REC 001-800-424-9300 or 00 1-703-527-3887 . Hazards Identification Classification This product is not considered hazardous by the 2012 OSHA Hazard Communication Standard (29 CFR 1910.1200) 2.2. Label Elements Hazard Statements The product contains no substances which at their given concentration,are considered to be hazardous to health Precautionary Statements 2.3. Hazards Not Otherwise Classified(HNOC)_ Not Applicable, 2.4. Other Information 3. Composition/information on Ingredients Revision data; 1 i-Jan-2019 Version 30 1 *11ANSUL-1 Product code 055800 1 Product name ANSULITE 3% 1 PAGE 218 (AFC-3A)AFFF Concentrate 3.1. Mixture The following component(s)in this product are considered hazardous under applicable OSHA(USA) Chemical name CAS No. I wei ht% 2-2-Butox ethox ethanol 112-34-5 5-10 Lauryl Imino Propionate,Sodium Salt 14960-06-6 1 -5 First aid measures 4.1. Description of first aid measures Eye Contact Rinse thoroughly with plenty of water for at least 15 minutes, lifting lower and upper eyelids. Consult a physician_ Skin contact Wash skin with soap and water. Get medical attention if irritation develops and persists. Inhalation Remove to fresh air. If breathing is difficult,give oxygen. (Get medical attention immediately if symptoms occur.)_ Ingestion Rinse mouth. Do not induce vomiting without medical advice. If swallowed, call a poison control center or physician immediately. 4.2. Most Important Symptoms and Effects. Both Acute and Delayed Symptoms No tnfprmation available. 4.3. Indication of Any Immediate Medical Attention and Special Treatment Needed Note to physicians Treat symptomatically. 5. Fire-fighting measures 5.1. Suitable Extinguishing Media Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. 5.2. Unsuitable Extinguishing Media None. 5.3. Specific Hazards Arising from the Chemical None known. Hazardous Combustion Carbon oxides, Fluorinated oxides, Nitrogen oxides(Nax),Oxides of sulfur Products 5.4. Explosion Data Sensitivity to Mechanical Impact None. Sensitivity to Static Discharge None. 5.5. Protective Equipment and Precautions for Firefighters As in any fire,wear self-contained breathing apparatus pressure-demand, MSHAINIOSH (approved or equivalent)and full protective gear. Revision date 1 i-Jan-2019 Version 30 1 *11ANSUL-1 Product code 055800 1 Product name ANSULITE 3% 1 PAGE 318 (AFC-3A)AFFF Concentrate B- Accidental release measures 6.1. Personal precautions, protective equipment and emergency procedures Personal Precautions Ensure adequate ventilation,especially in confined areas. For emergency responders Use personal protection recommended in Section 8. 6.2. Environmental Precautions Environmental Precautions Prevent further leakage or spillage if safe to do so. Prevent entry into waterways, sewers, basements or confined areas. See Section 12 for additional Ecological Information. 6.3. Methods and material for containment and cleaning up Methods for Containment Prevent further leakage or spillage if safe to do so. Methods for Cleaning Up Pick up and transfer to properly labeled containers. T. Handling and Storage 7.1. Precautions for Safe Handling Advice on safe handling Avoid contact with skin and eyes. Handley a000rda wAh-good industrial hygiene and safety practice. 7.2. Conditions for safe storage, including any incompatibilities Storage Conditions Keep containers tightly closed in a dry, cool and well-ventilated place. Incompatible Materials Strong oxidizing agents.Strong acids. Strong bases. $. Exposure Controls/Personal Protection 8.1. Control Parameters Exposure guidelines Chemical name ACGIH TLV OSHA PEL t NIOSH IDLH Mexico OEL 2-(2-Butnxyethnxy)ethannl TWA: 10 ppm inhalahle - - - 112-34-5 fraction and vapor ACGIH(American Conference of Governmental Industrial Hygienists)OSHA (Occupational Safety and Health Administration of the US Department of Labor)NIOSH IDLH Immediately Dangerous to Life or Health 8.2. Appropriate Engineering Controls Engineering controls Ensure adequate ventilation,especially in confined areas. 8.3. Individual protection measures, such as personal protective equipment _Eye1Face Protection Avoid contact with eyes.Tight sealing safety goggles. Skin and Body Protection Wear protective gloves and protective clpthipa. Respiratory Protection If exposure limits are exceeded or irritation is experienced, NIOSHlMSHA approved respiratory protection should be worn. Positive-pressure supplied air respirators may be Revision date 1 i-Jan-2019 Version 30 1 *11ANSUL-1 Product code 055800 1 Product name ANSULITE 3% 1 PAGE 418 (AFC-3A)AFFF Concentrate required for high airborne contaminant concentrations. Respiratory protection wl" provided in accordance with current local regulations. Ventilation Use local exhaust or general dilution ventilation to control exposure with applicable limits 8.4. General hygiene considerations Do not eat,drink or smoke when using this product. Handle in accordance with good industrial hygiene and safety practice. 9. Physical and Chemical Properties 9.1. Information on basic physical and chemical Properties Physical State Liquid Odor Characteristic Color Light yellow Odor Threshold No data available Property Values Remarks •Method pH 7.5 Melting pointlfreezing point No data available Boiling point!boiling range n 100 °C 1 212 °F Flash Point °C 1 °F No flash up to boiling point. Evaporation Rate No data available Flammability(ssalid,gas) No data available Flammability limit in air Upper flammability limit: No data available Lower flammability limit: No data available Vapor Pressure No data available Vapor Density No data available Specific gravity No data available Water Solubility No data available Solubility in Other Solvents No data available Partition coefficient No data available Autoignition Temperature No data available Decomposition Temperature No data available Kinematic viscosity 2.9 mm21s VOC content(%) 9.21317 Density 1.03 10_ Stability and Reactivity 10.1. Chemical Stability Stable under recommended storage conditions. 10.2. Reactivity No data available 10.3. Possibility of hazardous reactions None under normal processing. Y,azavdhus.Polymerization Hazardous polymerization does not occur. Revision date 1 i-Jan-2019 Version 30 1 *11ANSUL-1 Product code 055800 1 Product name ANSULITE 3% 1 PAGE 518 (AFC-3A)AFFF Concentrate 10.4. Conditions to Avoid Extremes of temperature and direct sunlight. 10.5. Incompatible Materials Strong oxidizing agents. Strong acids.Strong bases. 10.6. Hazardous decomposition products Carbon oxides. Nitrogen oxides(NOx).Oxides of sulfur. Fluorinated oxides. 11. Toxicological Information 11.1. Information on Likely Routes of Exposure Product information No data available Inhalation No data available_ Eye Contact No data available. Skin contact No data available_ Ingestion No data available. Component Information Acute Toxicity Chemical name Oral LD50 Dermal LD50 Inhalation LC50 2-(2-Butoxyethoxy)othano1 =5660 mglkg (Rat) =27W;mglkg (Rabbit) - 112-34-5 11.2. Information on Toxicological Effects_ Symptoms No information available. 11.3. Delayed and immediate effects as well as chronic effects from short and long-term exposure Carcinogenicity No information available. Reproductive Toxicity No information available. STOT-Single Exposure No information available. STOT-Repeated Exposure No information available. Aspiration Hazard No information available. 11.4_ Numerical Measures of Toxicity -Product information The following values are calculated based on chapter 3.1 of the GHS document ATEmix(oral) 28637 mg/kg ATEmix(dermal) 30928 mglkg 12. Ecological Information 12.1. Ecotoxicity Not classified. Revision date 1 i-Jan-2019 Version 30 :1 AN SLJL Product code 055800 1 Product name ANSULITE 3% I PAGE 618 (AFC-3A)AFFF Concentrate Chemical name AI aela uatic plants Fish Crustacea 2-(2-Butoxyethoxy)Ethanol F-050(96h) >100 mglL LC50(96h)static=1300 mglL EC50(48h) }100 mglL Daphnia 112-34-5 Desmodesmus subspicatus Lepomis macrochirus magna EC50(24h) =2850 mg/L Daphnia magna 2-Methyl-2,4-pentanediol - LC50(96h)static=10700 mglL EC50(48h) 2700-3700 mgIL 107-41-5 Pimephales promelas LC50(96h) Daphnia magna static=10000 mg1L Lepomis macrochirus LC50(96h) flow-through=8690 mglL Pimephales promelas LC50(96hl flow-through 10500-11000 mglL Pimephales promelas t-Butanol EC50(72h) >1000 mg/L LC50(96h)flow-through 6130- EC50(48h) =933 mglL Daphnia 75-65-0 Desmodesmus subspicatus 6700 mgI Pimephales promelas magna EC50(48h)Static 4607- 6577 mgIL Daphnia magna Sodium chloride - LC50(96h)flow-through 4747- EC50(48h)Static 340.7-469.2 7647-14-5 7824 mglL Oncorhynchus mykiss mgIL Daphnia magna EC50(48h) _ LC50(96h)semi-static=7050 mg/L 1000 mglL Daphnia magna Pimephales promelas LC50(96h) static=12946 mglL Lepomis macrochirus LC50(96h)static 6020 -7070 mglL Pimephales promelas LC50(96h)flow-through 5560- 6080 mg/L Lepomis macrochirus LC50(96h)static 6420-6700 mg/L Pimephales promelas Polyethylene Glycol - LC50(24h) >5000 mgIL Carassius - 2532-68-3 auratus Formaldehyde - LC50(96h)static 100-136 mgIL LC50(48h) =2 mg/L Daphnia 50-00-0 Oncorhynchus mykiss LC50(96h) magna EC50(48h)Static 11.3-18 flow-through 0.032-0.226 mLIL mgIL Daphnia magna Oncorhynchus mykiss LC50(96h) flaw-through 22.6-25.7 mgIL Pimephales promelas LC50(96h) static 23.2-29.7 mglL Pimephales promelas LC50(966)static=41 mg/L Brachydanio rerio LC50(96h) static=1510 pglL Lepomis macrochirus 12.2. Persistence and Degradability No information available. 12.3. Bioaccumulation No information available. 12.4. Other Adverse Effects_ No information available 13. Disposal Considerations 13.1. Waste Treatment Methods Disposal of wastes Disposal should be in accordance with applicable regional, national and local laws and regulations_ Revision date 11-Jan-2019 Version 30 1 *11ANSUL-1 Product code 055800 1 Product name ANSLILITE 3% 1 PAGE 718 (AFC-3A)AFFF Concentrate Contaminated Packaging Do not reuse container. 14. Transport Information DOT NOT REGULATED TDG NOT REGULATED MEX NOT REGULATED ICAO air NOT REGULATED IATA NOT REGULATED MD3c NOT REGULATED 15. Reaulatory Information 15.1. International Inventories TSCA Complies DSLINDSL Does not comply ENCS Does not comply. IECSC Does not comply KECL Complies PICCS Does not comply AICS Complies Legend: TSCA -United States Toxic Substances Control Act Section 8(b)Inventory DSLINDSL -Canadian Domestic Substances List(Non-Domestic Substances List ENCS -Japan Existing and New Chemical Substances IECSC -China Inventory of Existing Chemical Substances KECL -Korean Existing and Evaluated Chemical Substances PICCS -Philippines Inventory of Chemicals and Chemical Substances AICS Australian Inventory of Chemical Substances 15.2. US Federal Regulations SARA 313 Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986(SARA). This product contains a chemical or chemicals which are subject to the reporting requirements of the Act and Title 40 of the Code of Federal Regulations, Part 372 hemical nam ISARA 313-Threshold Values% 2-2-Sutox ethox ethanol-112-34-5 1 1.0 —SAI1'b11.2,laazard Categories Acute Health Hazard No Chronic health hazard No Fire Hazard No Sudden Release of Pressure Hazard No Reactive Hazard No CWA(Clean Water Act) This product does not contain any substances regulated as pollutants pursuant to the Clean Water Act(40 CFR 122.21 and 40 CFR 122.42) Revision date 1 i-Jan-2019 Version 30 1 *11ANSUL-1 Product code 055800 1 Product name ANSULITE 3% 1 PAGE 818 (AFC-3A)AFFF Concentrate CERCLA This material,as supplied,does not contain any substances regulated as hazardous substances under the Comprehensive Environmental Response Compensation and Liability Act(CERCLA)(40 CFR 302)or the Superfund Amendments and Reauthorization Act(SARA)(40 CFR 355). There may be specific reporting requirements at the local, regional,or state level pertaining to releases of this material 15.3. US State Regulations California Proposition 65 This product contains the following Proposition 65 chemicals Chemical name California Proposition 65 Formaldehyde-50-00-0 Carcinogen Perfluorooctanoic acid -335-67-1 Developmental Toxicity U.S.State Right-to-Know Regulations Chemical name New Jersey Massachusetts Pennsylvania 2-(2-Butoxyethoxy)ethanol x x 112-34-5 t-Butanol x x x 75-65-0 Formaldehyde x x x 50-00-0 16. Other information, i n el u d i ng date of pre paration of the last revision NFPA Health Hazards Q Flammability 0 Instability 0 Physical and chemical properties - HMIS Health Hazards 0 Flammability 0 Physical Hazards 0 Personal Protection X Revision date 11-Jan-2019 Revision note 9, 16. Disclaimer The anforrnatioR.provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the .date of its publication.The information given is designed only as a guidance for safe handling, use, processing,storage, transportation,disposal and release and is not to be considered a warranty or quality specification.The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. End of Safety Data Sheet Revision date 1 i-Jan-2019 Version 30 EXHIBIT C Maintenance Pond: The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General maintenance procedures: The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state, local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 1 2-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. Preventative maintenance/inspection: • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and decries removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached agreement and shall be provided to the City upon request. Slide Gate The site slide gate shall be cycled closed and opened at a recommended minimum interval of 30 days to alleviate sticking and ensure proper function. Concurrent with the monthly cycling, inspect and clean guides and seals to remove any debris and remedy any abnormalities that could cause leaks. See the manufacturer's operation and maintenance manuals for additional information. If maintenance needs to be performed which would cause the site slide gate a to be non- functional, facilities operators shall establish containment using pipe plugs in both the storm pipe downstream of the site slide gate and in the sanitary sewer pipe downstream of the hangar knife gate until the function is restored. Pump-out trucks shall be on standby. This should be scheduled during a dry weather period if possible and be limited to a short duration. Stormcemor The apron oil water interceptor shall be checked for oil and sediment buildup routinely during the first year of operation to accurately access the accumulation. Inspection frequency in subsequent years is based on the maintenance plan developed in the first year. Inspections and cleanout should be performed immediately after oil, fuel or other chemical spills.The units should be cleaned out using vacuum trucks and small pumps by licensed liquid waste services. See the manufacturer's operation and maintenance manuals for additional information. If maintenance needs to be performed which would cause the site slide gate or stormceptor to be non-functional, facilities operators shall have a backup plan to provide containment as well as minimize activities that involve any heightened risk to spill or fire. This should be scheduled during a dry weather period if possible and be limited to a short duration. Monitoring The fire alarm is monitored 24/7 by a designated representative. Monitoring can be done by on- site and off-site representatives. The position of the containment gates is wired into the fire alarm system. If a foam discharge event occurs during non-business hours, the containment system will automatically be activated by the fire alarm controls. The 24/7 monitoring representative and notifications system will contact the on-call local personnel for follow up actions. Manufacturer's Operation and Maintenance Manuals • Apron Oil Water Separator Site Slide Gate Note: The final products installed may be an approved equal to the product shown. c"I NTECH" ENGINEERED SOLUTIONS Stormceptor® STC Owner's Manual - tgot Stormceptor Table of Contents TITLE ..........................................................................SECTION StormceptorOverview ................................................................. 1 Stormceptor Operation and Components ....................................2 Stormceptor Identification ...........................................................3 Stormceptor Inspection and Maintenance ...................................4 Recommended Stormceptor Inspection Procedure Recommended Stormceptor Maintenance Procedure Contact Information .................................................................... 5 For patent information, go to wvvw.ContechEs.com/ip. 2 Stormceptor`F'Owner's Manual Your selection of a Stormceptorr means that you have chosen the PLEASE MAINTAIN YOUR STORMCEPTOR most recognized and efficient stormwater oil/sediment separator available for protecting the environment. Stormceptor is a pollution To ensure long-term environmental protection through continued control device often referred to as a "Hydrodynamic Separator performance as originally designed for your site, Stormceptor must (HDS)"or an "Oil Grit Separator(OGS)", engineered to remove and be maintained, as any stormwater treatment practice does.The need retain pollutants from stormwater runoff to protect our lakes, rivers for maintenance is determined through inspection of the Stormcep- and streams from the harmful effects of non-point source pollution. tor. Procedures for inspection are provided within this document. Maintenance of the Stormceptor is performed from the surface via vacuum truck. 1 - Stormceptor Overview If you require information about Stormceptor, or assistance in finding resources to facilitate inspections or maintenance of your Stormceptor is a patented stormwater quality structure most often Stormceptor please call Contech at 1-800-338-1122. utilized as a treatment component of the underground storm drain network for stormwater pollution prevention. Stormceptor 2 - Stormceptor Operation and is designed to remove sediment,total suspended solids(TSS), Components other pollutants attached to sediment, hydrocarbons and free oil from stormwater runoff. Collectively the Stormceptor provides spill Stormceptor is a flexibly designed underground stormwater quality protection and prevents non-point source pollution from entering treatment device that is unparalleled in its effectiveness for pollut- downstream waterways. ant capture and retention using patented flow separation technol- ogy. Stormceptor creates a non-turbulent treatment environment Key benefits of Stormceptor include: below the insert platform within the system.The insert diverts water • Removes sediment, suspended solids, debris, nutrients, heavy into the lower chamber, allowing free oils and debris to rise, and metals, and hydrocarbons(oil and grease)from runoff and sediment to settle under relatively low velocity conditions.These snowmelt. pollutants are trapped and stored below the insert and protected Will not scour or re-suspend trapped pollutants. from large runoff events for later removal during the maintenance • procedure. • Provides sediment and oil storage. • Provides spill control for accidents, commercial and industrial With thousands of units operating worldwide, Stormceptor delivers developments. reliable protection every day, in every storm.The patented Stormcep- • Easy to inspect and maintain (vacuum truck). for design prohibits the scour and release of captured pollutants, ensuring superior water quality treatment and protection during • "STORMCE esi is clearly marked on the access cover(ex- even the most extreme storm events. Stormceptor's proven perfor- mance is backed by the longest record of lab and field verification in • Relatively small footprint. the industry. • 3rd Party tested and independently verified. • Dedicated team of experts available to provide support. Model Types: • STC (Standard) • EOS (Extended Oil Storage) • OSR(Oil and Sand Removal) • MAX(Custom designed unit, specific to site) Configuration Types: • Inlet unit(accommodates inlet flow entry, and multi-pipe entry) • In-Line (accommodates multi-pipe entry) • Submerged Unit(accommodates the site's tailwater condi- tions) • Series Unit (combines treatment in two systems) Stormceptor` Owner's Manual 3 Stormceptor Schematic and Component Functions Below are schematics of two common Stormceptor configurations with key components identified and their functions briefly described. • Manhole access cover—provides access to the subsurface components • Precast reinforced concrete structure—provides the vessel's watertight structural support • Fiberglass insert—separates vessel into upper and lower chambers • Weir—directs incoming stormwater and oil spills into the lower chamber • Orifice plate—prevents scour of accumulated pollutants • Inlet drop tee—conveys stormwater into the lower chamber • Fiberglass skirt—provides double-wall containment of hydrocarbons • Outlet riser pipe—conveys treated water to the upper chamber; primary vacuum line access port for sediment removal • Oil inspection port—primary access for measuring oil depth and oil removal • Safety grate—safety measure to cover riser pipe in the event of manned entry into vessel Figure 1. Figure 2. InNne Storn edpW Inlet Stormceptor •LE1�+* r1f.'-"55 Lavcr inlaF Gtxrr. !� t]tr V00 f'1J Port fhiAck Mile� flratatt Prima r � War aatmy Uk71A 7 �t" j8'Sktn��■ Inlo a Toe FibM &lnwft HIEf;0HM NMI �P I iH'Skrt • A10 n twt py, WIN Fl�o6 Pra_uat Rc,dur ed Rtmovahle Inlet ConaH,,iU i-wF, �mt,Trt•• 3 - Stormceptor Identification Stormceptor is available in both precast concrete and fiberglass vessels,with precast concrete often being the dominant material of construction. In the Stormceptor, a patented, engineered fiberglass insert separates the structure into an upper chamber and lower chamber.The lower chamber will remain full of water, as this is where the pollutants are sequestered for later removal. Multiple Stormceptor model (STC, OSR, EOS and MAX)configurations exist, each to be inspected and maintained in a similar fashion. Each unit is easily identifiable as a Stormceptor by the trade name "Stormceptor"embossed on each access cover at the surface.To determine the location of "inlet" Stormceptor units with horizontal catch basin inlet, look down into the grate as the Stormceptor insert will be visible.The name"Stormceptor" is not embossed on inlet models due to the variability of inlet grates used/approved across North America. Once the location of the Stormceptor is determined,the model number may be identified by comparing the measured depth from the fiberglass insert level at the outlet pipe's invert(water level)to the bottom of the tank using Table 1. In addition, starting in 1996 a metal serial number tag containing the model number has been affixed to the inside of the unit, on the fiberglass insert. If the unit does not have a serial number, or if there is any uncertainty regarding the size of the unit using depth measurements, please contact your local Contech Representative for assistance. 4 Stormceptor`F'Owner's Manual Sizes/Models Typical general dimensions and capacities of the standard precast SIC, EOS and OSR Stormceptor models are provided in Tables 1 and 2. Typical rim to invert measurements are provided later in this document.The total depth for cleaning will be the sum of the depth from outlet pipe invert(generally the water level)to rim (grade)and the depth from outlet pipe invert to the precast bottom of the unit. Note that depths and capacities may vary slightly between regions. Table 1.Stormceptor Dimensions-Insert to Base of Structure Table 2.Storage Capacities STC Model Insert to Base(in.) STC Model Hydrocarbon Storage Sediment Capacity 450 60 Capacity(gal) (W) 900 55 450 86 46 1200 71 900 251 89 1800 105 1200 251 127 2400 94 1800 251 207 3600 134 2400 S40 205 4800 128 3600 840 373 6000 150 4800 909 543 7200 134 6000 909 687 11000* 128 7200 1059 339 13000* 150 11000* 2797 1089 16000* 1 134 13000* 1 2797 1374 16000* 3055 1677 Notes: Notes: 1. Depth Below Pipe Inlet Invert to the Inside Top Base Slab can vary slightly 1. Hydrocarbon and Sediment capacities can be modified to accommodate by manufacturing facility,and can be modified to accommodate specific site specific site design requirements, contact your local representative for designs,pollutant loads or site conditions. Contact your local representative assistance. for assistance. *Consist of two chamber structures in series *Consist of two chamber structures in series. 4 - Stormceptor Inspection and Sediment removal is easier when removed on a regular basis Maintenance at or prior to the recommended maintenance sediment depths, as sediment build-up can compact making removal Regular inspection and maintenance is a proven, cost-effective way more difficult. to maximize water resource protection for all stormwater pollution The unit should be cleaned out immediately after an oil, fuel control practices, and is required to insure proper functioning of the or chemical spill. Stormceptor. Both inspection and maintenance of the Stormceptor What conditions can compromise Stormceptor is easily performed from the surface. Stormceptor's patented performance? technology has no moving parts, simplifying the inspection and If construction sediment and debris is not removed prior to maintenance process. activating the Stormceptor unit, maintenance frequency may Please refer to the following information and guidelines before be reduced. conducting inspection and maintenance activities. If the system is not maintained regularly and fills with sedi- ment and debris beyond the capacity as indicated in Table 2, When is inspection needed? pollutant removal efficiency may be reduced. • Post-construction inspection is required prior to putting the If an oil spill(s) exceeds the oil capacity of the system, subse- Stormceptor into service. quent spills may not be captured. • Routine inspections are recommended during the first year of If debris clogs the inlet of the system, removal efficiency of operation to accurately assess the sediment accumulation. sediment and hydrocarbons may be reduced. • Inspection frequency in subsequent years is based on the If a downstream blockage occurs, a backwater condition may maintenance plan developed in the first year. occur for the Stormceptor and removal efficiency of sediment • Inspections should also be performed immediately after oil, and hydrocarbons may be reduced. fuel, or other chemical spills. What training is required? When is maintenance cleaning needed? The Stormceptor is to be inspected and maintained by professional • For optimum performance, the unit should be cleaned out vacuum cleaning service providers with experience in the once the sediment depth reaches the recommended main- maintenance of underground tanks, sewers and catch basins. tenance sediment depth, which is approximately 15%of For typical inspection and maintenance activities, no specific the unit's total storage capacity(see Table 3). The frequency supplemental training is required should be adjusted based on historical inspection results due to variable site pollutant loading. Stormceptor` Owner's Manual 5 Recommended Stormceptor Inspection Procedure: What equipment is typically required for • Stormceptor is to be inspected from grade through a stan- maintenance? dard surface manhole access cover. Vacuum truck equipped with water hose and jet nozzle • Sediment and oil depth inspections are performed with a Small pump and tubing for oil removal sediment probe and oil dipstick. Manhole access cover lifting tool • Oil depth is measured through the oil inspection port, either Oil dipstick/Sediment probe with ball valve(typically%4-inch a 4-inch or 6-inch diameter port. to 1-inch diameter) • Sediment depth can be measured through the oil inspection Flashlight port or the 24-inch diameter outlet riser pipe. Camera • Inspections also involve a visual inspection of the internal Data log/Inspection Report components of the system. • Safety cones • Hard hats, safety shoes, safety glasses, chemical-resistant gloves, and hearing protection for service providers • Gas analyzer, respiratory gear, hoist and safety harness for specially trained personnel if confined space entry is required Figure 3. Figure 4. View From Finish Grade _-F - Orifice Plail Weir Safety Gra {Open Fos 5 Oil Port 24"!d Outl M 6 Stormceptor`F'Owner's Manual Recommended Stormceptor Maintenance Procedure Ideally maintenance should be conducted during dry weather Maintenance of Stormceptor is performed using a vacuum truck. conditions when no flow is entering the unit. No entry into the unit is required for maintenance. DO NOT ENTER Stormceptor is to be maintained through a standard surface THE STORMCEPTOR CHAMBER unless you have the proper personal manhole access cover. safety equipment, have been trained and are qualified to enter Insert the oil dipstick into the oil inspection port. If oil is pres- a confined space, as identified by local Occupational Safety and ent, pump off the oil layer into separate containment using a Health Regulations(e.g. 29 CFR 191 0.146). Without the proper small pump and tubing. equipment, training and permit, entry into confined spaces can Maintenance cleaning of accumulated sediment is performed result in serious bodily harm and potentially death. Consult local with a vacuum truck. and/or state regulations to determine the requirements for confined For 6-ft diameter models and larger, the vacuum hose is space entry. Be aware, and take precaution that the Stormceptor inserted into the lower chamber via the 24-inch outlet fiberglass insert may be slippery. In addition, be aware that some riser pipe (See Fig. 5). units do not have a safety grate to cover the outlet riser pipe that leads to the submerged, lower chamber. For 4-ft diameter model, the removable drop tee is lifted out, and the vacuum hose is inserted into the lower chamber via the 12-inch drop tee hole(See Fig. 6). Figure 5. Figure 6. I I • Using the vacuum hose, decant the water from the lower chamber into a separate containment tank or to the sanitary sewer, if per- mitted by the local regulating authority. • Remove the sediment sludge from the bottom of the unit using the vacuum hose. For large Stormceptor units, a flexible hose is often connected to the primary vacuum line for ease of movement in the lower chamber. • Units that have not been maintained regularly, have surpassed the maximum recommended sediment capacity, or contain damaged components may require manned entry by trained personnel using safe and proper confined space entry procedures. What is required for proper disposal? The requirements for the disposal of material removed from Stormceptor units are similar to that of any other stormwater treatment Best Management Practices(BMP). Local guidelines should be consulted prior to disposal of the separator contents. In most areas the sediment, once dewatered, can be disposed of in a sanitary landfill. It is not anticipated that the sediment would be classified as hazardous waste.This could be site and pollutant dependent. In some cases, approval from the disposal facility operator/agency may be required. What about oil spills? Stormceptor is often implemented in areas where there is high potential for oil,fuel or other hydrocarbon or chemical spills. Stormceptor units should be cleaned immediately after a spill occurs by a licensed liquid waste hauler.You should also notify the appropriate regulatory agencies as required in the event of a spill. What if I see an oil rainbow or sheen at the Stormceptor outlet? With a steady influx of water with high concentrations of oil, a sheen may be noticeable at the Stormceptor outlet.This may occur because a hydrocarbon rainbow or sheen can be seen at very small oil concentrations(< 10 ppm). Stormceptor is effective at removing 95%of free oil, and the appearance of a sheen at the outlet with high influent oil concentrations does not mean unit is not working to this level of removal. In addition, if the influent oil is emulsified,the Stormceptor will not be able to remove it.The Stormceptor is designed for free oil removal and not emulsified or dissolved oil conditions. Stormceptor` Owner's Manual 7 What factors affect the costs involved with inspection/maintenance? The Vacuum Service Industry for stormwater drainage and sewer systems is a well-established sector of the service industry that cleans underground tanks, sewers and catch basins. Costs to clean Stormceptor units will vary. Inspection and maintenance costs are most often based on unit size,the number of units on a site, sediment/oil/hazardous material loads, transportation distances, tipping fees, disposal requirements and other local regulations. What factors predict maintenance frequency? Maintenance frequency will vary with the amount of pollution on your site(number of hydrocarbon spills, amount of sediment, site activ- ity and use, etc.). It is recommended that the frequency of maintenance be increased or reduced based on local conditions. If the sediment load is high from an unstable site or sediment loads transported from upstream catchments, maintenance may be required semi-annually. Conversely once a site has stabilized, maintenance may be required less frequently(for example: two to seven year, site and situation dependent). Maintenance should be performed immediately after an oil spill or once the sediment depth in Stormceptor reaches the value specified in Table 3 based on the unit size. Table 3. Recommended Sediment Depths Indicating Maintenance STC Model Maintenance Sediment Depth (in) 450 8 900 8 1200 10 1800 15 2400 12 3600 17 4800 15 6000 18 7200 15 11000* 17 13000* 20 16000* 17 Notes: 1. The values above are for typical standard units. *Per structure. Replacement parts Since there are no moving parts during operation in a Stormceptor, broken, damaged, or worn parts are not typically encountered.There- fore, inspection and maintenance activities are generally focused on pollutant removal. However, if replacements parts are necessary, they may be purchased by contacting your local Contech Representative or call 800-338-1122. The benefits of regular inspection and maintenance are many—from ensuring maximum operation efficiency, to keeping maintenance costs low, to the continued protection of natural waterways—and provide the key to Stormceptor's long and effective service life. 8 Stormceptor`F'Owner's Manual Stormceptor Inspection and Maintenance Loa Stormceptor Model No: Allowable Sediment Depth: Serial Number: Installation Date: Location Description of Unit: Other Comments: 5 - Contact Information Questions regarding the Stormceptor can be addressed by contacting your local Contech representative or by calling 800-338-1122. Stormceptor` Owner's Manual 9 o f ` SUPPORT Drawings and specifications are available at www.ContechES.com. Site-specific design support is available from our engineers. ©2019 Contech Engineered Solutions LLC,a QUIKRETE Company Contech Engineered Solutions LLC provides site solutions for the civil engineering industry.Contech's portfolio includes bridges,drainage,sanitary sewer, stormwater,and earth stabilization products.For information,visit www.ContechES.com or call 800.338.1122 NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY,APPLICATIONS SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS AND DECISIONS,AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY APPLICATION.CONTECH MAKES NO WARRANTY WHATSOEVER,EXPRESS OR IMPLIED,RELATED TO THE APPLICATIONS,MATERIALS,COATINGS,OR PRODUCTS DISCUSSED HEREIN.ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND ALL IMPLIED WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE ARE DISCLAIMED BY CONTECH. SEE CONTECH'S CONDITIONS OF SALE(AVAILABLE AT WWW.CONTECHES.COM/COS)FOR MORE INFORMATION. C NTECH' ENGINEERED SOLUTIONS 300-925-5240 Stormceptor Ovmer's Manual 6/19 www.ContechEScom OPERATION AND MAINTENANCE MANUAL FOR: STAINLESS STEEL SLIDE GATES FOR: PROJECT NAME & LOCATION MANUFACTURED BY: WATERMAN VALVE 25500 ROAD 204 EXETER, CA 93221 PHONE: (559) 562-4000 REF: WATERMAN JOB# SERVICE: ARRANGED THROUGH THE FACTORY PHONE: (559) 562-4000 FAX: (559) 562-2277 CONTACT: KRIS BARSS SOLD TO: AGENT: OPERATION AND MAINTENANCE MANUAL TABLE OF CONTENTS MAINTENANCE MAINTENANCE OF GATES OR VALVES 6.0 MAINTENANCE OF OPERATING STEMS 6.0.1 MAINTENANCE OF MANUAL GATE OPERATORS 6.1 LUBRICATION CROSS REFERENCE CHART 6.10 EQUIPMENT MAINTENANCE SUMMARY 6.11 SPECIAL TOOLS 7.0 SPARE PARTS 7.1 FIELD SERVICE AND FIELD SERVICE CHARGES 8.0 LIMITED WARRANTY 9.0 EMERGENCY AND SAFETY INSTRUCTIONS 9.1 (STEM GUIDE) FABRICATED STEM GUIDE 110258 ENGINEERING DRAWINGS (WATERMAN SUBMITTAL DRAWINGS) WATERMAN MODEL SS-251 SLIDE GATE RB-##-#### WATERMAN VALVE MAINTENANCE OF GATES OR VALVES Other than periodic cleaning as required to maintain smooth operation or painting to maintain appearance,no maintenance is required on the following listed equipment: Slide gates NOTE: Gates may require occasional cycling to alleviate sticking. Cycling at minimum 30 day intervals is recommended. Page 6.0 WATERMAN VALVE MAINTENANCE OF OPERATING STEMS 1. It is critical that operating stem be periodically cleaned and greased. Even though some environmental conditions are harsher that others and the use of pipe covers will protect stems,they still need to be cleaned and greased with Mobilux grease#2EP or equal' at least once every six(6)months. More often if the grease becomes dirty. WARNING: Non-rising stem gates generally require a special maintenance program. If the level of the fluid rises above the top of the opening, the threads on the stem may become coated with grit. Under this condition,frequent use of the gate will wear the threads in the thrust nut creating a dangerous and possible damaging situation. Therefore,the following maintenance procedure should be followed: 2. If practical,the stem should be kept clean and greased. 3. If the gate is cycled on the average of once a week,the thrust nut should be removed every year and inspected for wear. (More frequently after the first signs of wear or if the frequency of operation is greater or the conditions are severe.) See lubrication chart for equivalent lubricants. Page 6.10. Page 6.0.1 WATERMAN VALVE MAINTENANCE OF MANUAL GATE OPERATORS 1. At least three(3)times a year,all grease fittings on manual floor stands should be lubricated with small amount of heavy-duty grease, such as Zenaplex TT manufactured by Penwalt Keystone Company, or equal.' Handcrank or handwheel should be turning when grease is pumped into the fitting. Four(4)or five (5)pumps of the grease gun handle should be adequate each time the grease gun is used. CAUTION: DO NOT OVERFILL when filling pinion shafts on manual 3EP series lifts. 2. For electric motor operated or cylinder lifts see separate manufacturers O&M manuals. See lubrication chart for equivalent lubricants. Page 6.10 Page 6.1 WATERMAN VALVE LUBRICATION CROSS REFERENCE CHART STEMS: (Every 6 months) LUBRICANT MANUFACTURER Lubriplate FGL-2 Fiske Bros.Refining Co Molykotc Type G Alpha Molykotc Co. Valvoline Wal-Lith #2EP Ashland Oil &Refining Co. No. 52 Grease Atlantic Richfield(ARCO) Dura Lith 42 Chevron Oil Co. Lubriplate #630-2 Fiske Bros. Refining Co. Gulf Crown EP2 Gulf Oil Co. Mobilux Grease #2EP Mobil Oil Co. Mobil Grease #4 Mobil Oil Co. Alvania #AEP Shell Oil Co. MultiFak #2EP Texaco Oil Co. Tycol Azepro 411 Tidewater Oil Co. Centaur XHP 221 Mobil Oil Co Lubriplate FGL-2 L0232 NSF Compliant Grease Lubriplate Lubricants Co. GEARED LIFTS: (Every 3 Months) (also Aux. Gearboxes and Universal Couplings) LUBRICANT MANUFACTURER Generic: Molybdenum Auto Di-Sulfide Bearing Grease. NLGIZ EP Grease-30°F, +250°F Lubriplate Type 630-AA Fiske Brothers Refining Co. Mobilplex #45 Mobil Oil Co. Mobil Grease Special Mobil Oil Co. Zenaplex 11 Penwalt Keystone Co. Centaur XHP 221 Mobil Oil Co Lubriplate FGL-2 L0232 NSF Compliant Grease Lubriplate Lubricants Co. MACHINED IRO NAND BRONZE SURFACES SEATS AND WEDGES. LUBRICANT MANUFACTURER Lubriplate FGL-2 Fiske Bros.Refining Co NO-OX-ID W.R. Grace,Inc. (Dearborn Chemical Division) intertol Grease Coating Koppers,Inc. Centaur XHP 221 Mobil Oil Co Lubriplate FGL-2 L0232 NSF Compliant Grease Lubriplate Lubricants Co. STAINLESS STEEL SURFACES(Seats and Wedges): Never-Seez Never-Seez Corp. Centaur XHP 221 Mobil Oil Co Lubriplate FGL-2 L0232 NSF Compliant Grease Lubriplate Lubricants Co. Page 6.10 WATERMAN VALVE MAINTENANCE SUMMARY FORM 1. EQUIPMENT ITEM 2. MANUFACTURER WATERMAN VALVE 3. EQUIPMENT IDENTIFICATION NUMBER(S) 4. WEIGHT OF INDIVIDUAL COMPONENTS(OVER 100 LBS.): 5. NAMEPLATE DATA(hp,voltage, speed): N/A 6. MANUFACTURER'S LOCAL REPRESENTATIVE: NAME: Waterman Valve TELEPHONE NO.: (559)562-4000 ADDRESS: 25500 Road 204,Exeter Ca 93221 7. MAINTENANCE REQUIREMENTS: Maintenance Operation Frequency Lubricant(If Applicable) Comments Lubricate Stem Threads Semi-monthly A More Often if Necessary Cycle Gate Monthly 8. LUBRICANT LIST: Reference Svmbol Shell Std.Oil Gulf Arco Or Equal A #ZEP DURALITH42 CROWNEP2 452 9. SPARE PARTS: None Page 6.11 WATERMAN VALVE SPECIAL TOOLS The installation and adjustments of Waterman gates and equipment requires no special tools and can be accomplished using a minimum of the following standard tools: 10"or 12"Crescent Wrench(2 required) 1/2"or 5/8"Allen Wrench .004"Feeler Gauge While these are the minimum tools required,installation time can be greatly decreased with such standard tools as socket wrenches and box wrenches. Tf electric motor operated lifts,or cylinder operators are supplied, see separate manufacturer's Operation and Maintenance manual for special tools. Page 7.0 WATERMAN VALVE SPARE PARTS &PARTS REPLACEMENT A11 products supplied by WATERMAN VALVE are designed to last indefinitely if properly maintained and operated,therefore,no spare parts are recommended. Should it become necessary to replace a part,refer to the enclosed installation or detail drawings for the appropriate parts number or size. Replacements may be ordered direct from the factory or through your local representative. Always be prepared to give the Waterman Job number and installation drawing number(see Field Service,Pg. 8.0). If certain spare parts were required by project specifications,they will be listed on sheet 7.0.1, under Spare Parts Addendum. Replacement parts for"vender supplied"products,i.e.motorized operators,hydraulic cylinders,etc. should be ordered as recommended in separate manufacturers O&M data located elsewhere in this manual. Page 7.1 WATERMAN VALVE,LLC. FIELD SERVICE Wen trouble develops either in the installation, operation, or performance of the equipment, the installation manual and drawings should be checked to determine if the equipment has been installed properly. If proper performance and operation cannot be obtained, and assistance from the factory is desired,please contact the factory and REFERENCE THE JOB NUMBER JOB#, so that we may locate the project records and better assist you. Our company may be contacted at: WATERMAN VALVE P.O.BOX 458 EXETER,CA 93221 PHONE: (559)562-4000 FAX: (559)562-2277 Arrangements may be made to send a representative to the jobsite if this is required. If the equipment is faulty in workmanship or material, the necessary repairs or adjustments will be made by the factory at no cost to the purchaser. If, however, the problem is due to faulty installation or adjustment, the cost of the field service will be charged to the purchaser. If repairs are made in the field by the purchaser or authorized by the purchaser, back charges for these repairs will NOT be accepted by the company unless the company has been notified prior to the incurring of these costs and has accepted the responsibility for these repairs. ANY UNAUTHORIZED REPAIRS OR CHANGES TO EQUIPMENT WILL AUTOMATICALLY VOID WARRANTY. The company will not be liable for contingent costs or costs of delay due to the faulty equipment and the repairs thereof. FIELD SERVICE CHARGES Field service charges begin from the time of departure until the return of the service man and include a daily rate plus travel and subsistence expenses. Premium day and hourly rates will be charged on Saturdays, Sundays and Holidays and for time spent before 6 a.m. or after 5 p.m. or over eight(8)hours per day. A schedule of Field Service charges can be obtained by calling Waterman Valve,LLC. If service personnel are required for equipment produced by another manufacturer (i.e. for electric Motor operator),that manufacturer's standard service charges will prevail. Page 8.0 WATERMAN VALVE LIMITED WARRANTY very effort is made to assure the highest quality merchandise, free of any defects. Merchandise is warranted against defects in material and workmanship when used in accordance with the standards and/or instructions recommended by this catalog or other written quotation of this firm.No warranty,expressed or implied,is made other than as follows: Waterman Valve,LLC,warrants that goods manufactured by Waterman("Goods")will be of the kind described in Waterman's quote and free from defects in material and workmanship under conditions of normal use for a period of twelve(12)months following delivery. Waterman reserves the right to make any modifications required by production conditions to information set forth in Waterman's catalogues and advertising literature. Waterman will not be liable or responsible for(A)any defects attributed to normal wear and tear, erosion or corrosion,improper storage,use or maintenance or use of Goods with incompatible products,or(B)defects in any part of Goods manufactured by others. If(B) above is applicable,Waterman will, as an accommodation to Buyer,assign to Buyer any warranties given to it by any such other manufacturers;provided, however,that the foregoing will not extend Waterman's warranty to any accessory products unless Waterman specifically agrees in writing. All warranties are void if Goods are modified or used in conjunction with products or accessories not manufactured or approved by Waterman or which are incompatible with Goods. This warranty does not cover failure of any part or parts manufactured by others,failure of any part or parts from external forces,including without limitation corrosive soils, earthquake,installation,vandalism,vehicular or other impact,application of excessive torque to the operating mechanism, frost heave or other force majeure. Any claim by Buyer with reference to Goods for any cause will be deemed waived by Buyer unless submitted to Waterman in writing within ten (10)calendar days from the date Buyer discovered,or should have discovered,any claimed breach. Buyer will give Waterman an opportunity to investigate. If Buyer furnishes prompt notice to Waterman of any defect and an opportunity to inspect the alleged defect as provided above,Waterman will,in its sole discretion,either: (i)repair the defective or non-conforming Goods; (ii)replace nonconforming Goods, or part thereof,which are sent to Waterman by Buyer within sixty(60) calendar days after receipt of the Goods at Buyer's plant or storage facilities;or(iii)if Waterman is unable or chooses not to repair or replace,return the purchase price paid and cancel any obligation to pay unpaid portions of the purchase price of nonconforming Goods. In no event will any obligation to pay or refund exceed the purchase price paid.Repair and/or replacement as provided above will be shipped EXW(Ex-Works)Waterman's facility (Incoterms(k,2010)unless otherwise agreed in writing by Waterman. Buyer will prepay all transportation charges for return of all or part of Goods to Waterman,unless otherwise agreed in writing by Waterman. Waterman will not be responsible for any labor,removal or installation charges that may result from repair and/or replacement of any Goods. Buyer's exclusive remedy and Waterman's sole liability for any loss,damage,injury or expense of any kind arising from manufacture,delivery, sale,installation,use or shipment of Goods will be, at Waterman's option,the remedies described above,whether based on contract,warranty,tort or any other basis of recovery. THE WARRANTIES IN THIS PARAGRAPH ARE EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED BY LAW OR STATUTE OR ARISING FROM TRADE USAGE OR COURSE OF DEALING. THERE IS NO IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If a warranted Good is believed to be defective,notify your Waterman Sales Office and furnish date purchased,copy of invoice or shipping documents. DO NOT attempt repairs or returns without authorization from Waterman. Unauthorized repairs may void warranty,and costs for unauthorized repairs performed or replacement parts purchased within the warranty period will not be reimbursed. A return authorization number must be obtained from Waterman prior to returning any Goods. Page 9.0 WATERMAN VALVE EMERGENCY OPERATING INSTRUCTIONS 1. Manual gate operators have no emergency procedure. 2. Electric motor operators may be operated manually in the occurrence of an electrical failure by moving the handwheel clutch lever arm in the direction indicated on the operator housing.Rotating the handwheel will move the gate open or closed. The handwheel clutch will automatically disengage when unit is operated electrically. SAFETY INSTRUCTIONS 1. Sluice and Slide Gates a. DO NOT apply water pressure above the gate capacity listed on the engineering drawings. b. Keep hands, clothing, tools,etc.Away from moving gate. c. Do not work or loiter beneath an open gate leaf without providing stop blocks and removing electrical power from electrical operated gates. 2. Electric Motor Operators a. See operator instruction manual for manufacturer safety instructions. b. Operator electrical cabinet contains HIGH VOLTAGE. Do not attempt adjustment or repair unless qualified. Disconnect power before opening. 3. Flap Gates a. DO NOT apply water pressure above the gate capacity listed on the engineering drawings. b. Keep hands, clothing,tools,etc.away from moving gate. 4. Telescoping Valves a. Keep hands, clothing,tools,etc.away from moving valve. Page 9.1 EXHIBIT D Stormwater Maintenance Checklist INSPECTION DATE REPAIRS REPAIRS MADE NOTES REQUIRED POND Routine Mowing aerformed Remove Trash and debris Inspect irrigation system operation Remove grass clippings Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of erosion Percent of vegetation Location of erosion Headwall condition Condition of Rip-Rap Berm or embankment settlement Foam present in system Were water sampies pulled to confirm foam contaminate is below allowable threshold (per TCEQ)? REPAIRS INSPECTION DATE REPAIRS MADE NOTES REQUIRED SLIDE GATE Cycle and observe smooth operations Are fittings greased? INSPECTIONDATE REPAIRS REPAIRS MADDE NOTES REQUIRED STORMCEPTOR Measure sediment depth Confirm sediment depth accounts for less than 15%capacity Any oil,fuel, or other contaminants present? Remove any trash, sediment, and debris