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HomeMy WebLinkAboutContract 56672 Date Received: 11/16/2021 Permit No.: SWFMA-21-0064 Time Received: 12:37 PM City Secretary No.: 56672 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 15th day of Nov. 2021 by and between CHAPEL CREEK COTTAGES, LLC, acting by and through CLAY DEVELOPMENT PARTNERS, LLC, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City'. WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 9.024-acre tract located in the Buffalo Bayou, Brazos & Colorado Railway Company Survey, Abstract 219, Tarrant County, Texas according to the deed recorded in Volume 13799, Page 137, Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Chapel Creek Cottages hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater within the confines of 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 Drainage Facilities be constructed and maintained on a portion of the Property; and; OFFICIAL RECORD CITY SECRETARY FT.WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1 Rev.1 1/19/2020 JLE WHEREAS, the City requires that on-site Drainage 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" ("Facility Property"); and; 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 on-site Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", 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 Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel 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, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, 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. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev.1 1/19/2020 JLE inspect 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. 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, its authorized agents and employees, may enter upon the Facility Property upon reasonable advance notice to Landowner and take whatever reasonable steps necessary to correct deficiencies identified in the inspection report and to charge the 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, such obligation is Landowner's. 5. 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 actual 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 shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev.1 1/19/2020 JLE OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE 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 OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement 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 flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev.1 1/19/2020 JLE Executed this 15th day of November 20 21 CITY: LANDOWNER: DJ Harrell(Nov 15,202109:27 CST) DJ Harrell, Development Services Director City of Fort Worth Date: Nov 15, 2021 (�a�2Oz 1 Date: _ Approved as to Form and Legality: Chyiffe? AV LDI-�l�g�b ld Christa R.Lopez-Reynold (Nov 12,2021 ff.22 CST) Christa Reynolds, Sr.Asst. City Attorney City Attorney's Office Date: Nov 12, 2021 ATTEST: ?,,,, lar Contract Compliance Manager: Ronald P, Gonzales, Acting City By signing I acknowledge that i am the Secretary, City of Fort Worth person responsible for the monitoring and administration of Date: Nov 16, 2021 this contract, including ensuring all performance and reporting requirements. ° 0.0 0000 O o o_� Janie S. Morales, Planning Manager ° °°°i�d Development Services 0000000 AV *XASbAp Date: Nov 12,2021 OFFICIAL RECORD DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev.1 ill 9/2020 JLE CITY SECRETARY FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on _November 15,E by DJ Harrell, Development Services Director of the City of Fort Worth, on behalf of the City of Fort Worth. Digitally signed by Jennifer L. o�Pavaoe' JENNIFER L. EZERNACK Jennifer L. Ezernack Ezernack 2 Notary Public Date:2021.11.1513:29:59-06'00' + • STATE OF TEXAS GV y Notary I.D. 130561630 Notary Public, State of Texas ��oF� My Comm. Exp. Mar. 1,2024 STATE OF TEXAS § dal LA-j COUNTY OF A4T--- § Before me, the undersigned authority on this day personally appeared f. r o . _ known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of LAI-A,o...'O , — , and that he executed the same as its (-4rjbUA,Z- _ _ and as the act of such J( a,,,� and for the purposes and consideration expre��,ed in the foregoing instrument. Notary Public, St of Texas VANESSA TREVINO %,;Notary Public,State of Texas -`i I= Comm. Expires 01-16.2023 �,. Notary ID 13185707 � OFFICIAL RECORD CITY SECRETARY DRAINAGE CHANNEL MAINTENANCE AGREEMENT FT. WORTH, TX Rev 1 1/1 912 02 0 JLE EXHIBIT A DATE' "E°' Page 1 of 4 DATE:A,Aug It, 2021 - +0:17em U4w4 tG:C:\Users\mhodgts\AgpPolo\Loccl\Temp\Ac P,blish-13764\V_NE-OFM1LACE EWT_20-0070Aeq 60' 0' 60' 120' SCALE: 1 " = 60' OLD WEATHERFORD ROAD (CALLED VARIABLE WIDTH R.O.W.) PROPOSED APPROXIMATE R.O.W. LINE ao —L7— — R PRIVATE DRAINAGE EASEMENT J 0.309 ACRE O' (13.499 SQ. FT.) in 3u Lu Lu a W o CHAPEL CREEK J COTTAGES, LLC L5� V V CALLED 4.009 ACRES DOCUMENT NO. D221208655, O.P.R.T.C.T. v P.O.B. L2 L1 0 D=11'22'37" CDCD R=50.05' L=9.94' r„ CB=N 63'54'27" W Cp CL=9.92 5/8" IRON ROD STAMPED 'COLE 110193871• FOUND Line Table Line Table Ling+ Dhction LaWth u-/ Dtm tai LRWth L1 N88'32'09"W 119.16 L5 S88'32'09"E 3.22 L2 N1'27'51'E 8.27 L6 N127'51'E 85.83 L3 S25'38'22"W 15.80 L7 S88'32'09'E 119.16 L4 N25'38'31'E 29.97 L8 S11'27'51"W 111.16 DRAWN/CHECKED: MDH DLJ JOB NO. 20-0070 PRIVATE DRAINAGE EASEMENT CHAPEL CREEK COTTAGES, LLC P'c..•�OF rF 0.309 ACRE y'�.•Q,�o q .% (13,499 SQ. FT.) ;N �.. +DALLAS COLE DESIGN GROUP, INC. •DAI. ;�A�KSON ColeF^u0sq�m REGISTRATION NO. 10193871 08 11 2021 <•�.°, 5577 �;� 6175 htain Street '� 0� �P S00367 �/O•.E$SIo Q Fr,Xo,TX 75031 • 972-62a.6000(el _. S U R v u:nv.mletxcom 1"l CIVILENGINEERING/SURVEYING/PLANNING/LANDSCAPE ARCWTECTURE TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS DANIEL L. JACKSON R. .L.S. MA REGISiMTIM 0101 W871 STATE OF TEXAS NO. 577 EXHIBIT A CONTINUED LA A,g 11 2 Page 2 of 4 LAiE:Aug EI 2021- 10:4 Tom ORAA'f.iG:C:\V.ers\mh,dg,s\npp0ala\Lccal\lemp\AcP,blish-t5764\V-IIE-INLv114GE ESIAf_20-0070.d.g BEING A TRACT OF LAND SITUATED IN THE BUFFALO BAYOU, BRAZOS AND COLORADO RAILWAY COMPANY SURVEY, ABSTRACT NO. 219, IN THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING PART OF A CALLED 4.009 ACRES TRACT OF LAND DESCRIBED IN DEED TO CHAPEL CREEK COTTAGES, LLC RECORDED IN DOCUMENT NO. D221208655, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T.) AND BEING MORE PARTICULARLY DESCRIBED HEREIN AS FOLLOWS: BEGINNING AT A POINT FOR THE SOUTHEAST CORNER OF THE HEREIN DESCRIBED TRACT FROM WHICH POINT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED "COLE #10193871" FOUND AT THE SOUTHEAST CORNER OF SAID 4.009 ACRES TRACT BEARS SOUTH 02 DEGREES 02 MINUTES 39 SECONDS EAST A DISTANCE OF 81.71 FEET; THENCE OVER AND ACROSS SAID 4.009 ACRES TRACT THE FOLLOWING COURSES AND DISTANCES: NORTH 88 DEGREES 32 MINUTES 09 SECONDS WEST, A DISTANCE OF 119.16 FEET TO A POINT FOR CORNER; NORTH 01 DEGREE 27 MINUTES 51 SECONDS EAST, A DISTANCE OF 8.27 FEET TO A POINT FOR CORNER; SOUTH 25 DEGREES 38 MINUTES 22 SECONDS WEST, A DISTANCE OF 15.80 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A NON—TANGENT CURVE TO THE LEFT WITH A RADIUS OF 50.05 FEET; NORTHWESTERLY ALONG THE ARC OF SAID NON—TANGENT CURVE TO THE LEFT, A DISTANCE OF 9.94 FEET WITH AN INTERIOR ANGLE OF 11 DEGREES 22 MINUTES 37 SECONDS, A CHORD BEARING OF NORTH 63 DEGREES 54 MINUTES 27 SECONDS WEST AND A CHORD LENGTH OF 9.92 FEET TO A POINT FOR CORNER; NORTH 25 DEGREES 38 MINUTES 31 SECONDS EAST, A DISTANCE OF 29.97 FEET TO A POINT FOR CORNER; SOUTH 88 DEGREES 32 MINUTES 09 SECONDS EAST, A DISTANCE OF 3.22 FEET TO A POINT FOR CORNER; NORTH 01 DEGREE 27 MINUTES 51 SECONDS EAST, A DISTANCE OF 85.83 FEET TO A POINT FOR CORNER; SOUTH 88 DEGREES 32 MINUTES 09 SECONDS EAST, A DISTANCE OF 119.16 FEET TO A POINT FOR CORNER; THENCE SOUTH 01 DEGREE 27 MINUTES 51 SECONDS WEST, A DISTANCE OF 111.16 FEET TO THE POINT OF BEGINNING, CONTAINING, WITHIN THE METES AND BOUNDS HEREIN RECITED 0.309 ACRE (13,499 SQUARE FEET), MORE OR LESS. DRAWN/CHECKED: MDH DLJ JOB NO. 20-0070 PRIVATE DRAINAGE EASEMENT CHAPEL CREEK COTTAGES, LLC °F• Ex 0.309 ACRE �P��6�STER (13,499 SQ. FT.) y; . '•N • N1E��:'JP':GKS� v +DALLAS COLE DESIGN GROUP, INC. ••ox..•••...... � �;•`Q 617SMA�xt REGISTRATION NO. 1010,1871 08 11 2021 .6c o e ,U75Aain Strcat - �O s tes67 — • �'••:4.FESS�•� Fri1cq TX 7:034 ( _ �A,O ��J 972.624.M(el ` ,I .:;e !QL'.cm-n CML ENGINEERING/SURVEYING/PLANNING/LANDSCAPE ARCHITECTURE TEXAS BOARD OF PROFESSIONAL EN024EEBS AND LAW SURVEYORS DANIEL L. JACKSON .P.L.S. RRN REGSf11171E7N II1"11B71 STATE OF TEXAS NO. 5577 EXHIBIT A LATE l Page 3 of 4 CAiE:A.Aug 27 27, 2021-,1;27am CR4A`:GC:\titers\mhodyea\APPCata\lccai\temp\AcPuhf h_t 1.144\V ORiI1lA:£ESAi_20-OOI0.dwg OLD WEATHERFORD ROAD (CALLED VARIABLE WIDTH R.O.W,) 1/2- IRON ROD FOUND (C.M.) CHAPEL CREEK COTTAGES, LLC ¢� CALLED 5.00 ACRES Q O DOCUMENT NO. D221208655, 1E O.P.R.T.C.T. LB J F P J CD J m3 L6fu L10 U �J uj'13 W f _ � J of L4 L3 PRIVATE DRAINAGE EASEMENT L2 0.282 ACRE S6103'47"W L1 �L12 (12,271 SQ. FT.) 10.24' P.O.B. 5/8" IRON ROD STAMPED -COLE #10193871' FOUND Line Table Line Table Line Table U-f Nt wum uno U-f Uvotion Lrpth Unt f UmBon LMVth Li N017'18•E 7.50 L5 NO17'WE 70.49 L9 S013'20'W 18.50 L2 N90'00'00'W 0.89 L6 S89'42'42'E 79.30 E S89'42'42'E 46.08 L3 NO'36'31'E 1Z00 L7 NO'03'36'E 18.50 SO'17'18'W 90.DO L4 N90'00'00'E 0.82 L8 S89'44'05'E 9.06 N894242'W 134.38 60' 0' 60' 120' DRAWN/CHECKED: MDH DLJ JOB NO. 20-0070 SCALE: 1 " = 60' PRIVATE DRAINAGE EASEMENT CHAPEL CREEK COTTAGES, LLC 4 OF•r�c 0.282 ACRE ���;•�G1STf�F° � (12,271 SQ. FT.) �r ° •DANIEL L.JACKSON +DALLAS COLE DESIGN GROUP, INC. •••r••••••••••••••�"°' 6"5°u REGIS RATION NO. 10193871 08 27 2021 '.Apo 5577 .,ct cole 972624.E000te± `4 CMLENGINEERING/SURVEYING/PLANNING/LANDSCAPEARCHtiECiURME '°MMBDAFIDISTR°I"°�'"^'°'°"�AND LAND IDA91EL L. JACKSON P.P.L.S. RRM RR,ISTMTIDN 1,OIwa7, STATE OF TEXAS NO. 5577 EXHIBIT A CONTINUED LA CO TSREE1 2 Page 4 of 4 A,g 27, 2021- 11:27nm x<:\ ers\Tnoa :\o-aaca:\no�V�P4�n�n_tusa\ o�vtiecc ESMI 20-0070.a.y BEING A TRACT OF LAND SITUATED IN THE BUFFALO BAYOU, BRAZOS AND COLORADO RAILWAY COMPANY SURVEY, ABSTRACT NO. 219, BEING IN THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING PART OF A CALLED 5.000 ACRE TRACT OF LAND DESCRIBED IN DEED TO CHAPEL CREEK COTTAGES, LLC AS RECORDED IN DOCUMENT NO. D221208655, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T.), BEING MORE PARTICULARLY DESCRIBED HEREIN BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT FOR THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED TRACT, FROM WHICH POINT A 5/8 INCH IRON ROD WITH PLASTIC CAP STAMPED 'COLE #10193871" FOUND AT THE SOUTHEAST CORNER OF SAID 5.000 ACRE TRACT BEARS SOUTH 61 DEGREES 03 MINUTES 47 SECONDS WEST, A DISTANCE OF 10.24 FEET; THENCE OVER AND ACROSS SAID 5.000 ACRE TRACT THE FOLLOWING COURSES AND DISTANCES: NORTH 00 DEGREES 17 MINUTES 18 SECONDS EAST, A DISTANCE OF 7.50 FEET TO A POINT FOR CORNER; NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF 0.89 FEET TO A POINT FOR CORNER; NORTH 00 DEGREES 36 MINUTES 31 SECONDS EAST, A DISTANCE OF 12.00 FEET TO A POINT FOR CORNER; NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 0.82 FEET TO A POINT FOR CORNER; NORTH 00 DEGREES 17 MINUTE 18 SECONDS EAST, A DISTANCE OF 70.49 FEET TO A POINT FOR CORNER; SOUTH 89 DEGREES 42 MINUTES 42 SECONDS EAST, A DISTANCE OF 79.30 FEET TO A POINT FOR CORNER; NORTH 00 DEGREES 03 MINUTES 36 SECONDS EAST, A DISTANCE OF 18.50 FEET TO A POINT FOR CORNER; SOUTH 89 DEGREES 44 MINUTES 05 SECONDS EAST, A DISTANCE OF 9.06 FEET TO A POINT FOR CORNER; SOUTH 00 DEGREES 13 MINUTES 20 SECONDS WEST, A DISTANCE OF 18.50 FEET TO A POINT FOR CORNER; SOUTH 89 DEGREES 42 MINUTES 42 SECONDS EAST, A DISTANCE OF 46.08 FEET TO A POINT FOR CORNER; SOUTH 00 DEGREES 17 MINUTES 18 SECONDS WEST, A DISTANCE OF 90.00 FEET TO A POINT FOR CORNER; THENCE NORTH 89 DEGREES 42 MINUTES 42 SECONDS WEST, A DISTANCE OF 134.38 FEET TO THE POINT OF BEGINNING, CONTAINING, WITHIN THE METES AND BOUNDS HEREIN RECITED 0.282 ACRE (12,271 SQUARE FEET), MORE OR LESS. DRAWN/CHECKED: MDH DLJ JOB NO. 20-0070 PRIVATE DRAINAGE EASEMENT ., CHAPEL CREEK COTTAGES, LLC P��°r.r� 0.282 ACRE �'�•.���I '�s�o•.s (12,271 SQ. FT.) ..s.................. •DANIEL L.JACKSON y, +DALLAS COLE DESIGN GROUP, INC. °"1°"""'".°...°�..: �•.A, 5577 z• (Q`� REGISTRATION NO. 1019387,1 08 27 2021 y oA�ss��\•y0 S.aTe 387 j :.+.w.cole7ccom CIVIL ENGINEERING/SURVEYING/PUNNING/LANDSCAPE ARCHFTECEURE TEXAS SCAM OF PROFESSMALE?"4EERs7,MLVIDSURVEYORS DANIEL L. JACKSON R: }L.S. Fes"'�A'CN'10193VI STATE OF TEXAS N0. 5 77 3LPN\1.1.O MT— IGV I I:AIOII I.I.I. 5 I u.,1sn,,.I. 1N 1'11 IT 111 11 1 I..�..I.I N.1[.I""", 11-1 V l'ILi it ,-.�nlIHO.1lH:lA}➢ _ ,. 1111 1.1 -N-11H IE 1:1'— '.i A TI.'i.MIC—Ti 11 all I ® � a � ����a u r4 �I E' - r� / �' S " � ��' 86gm`. Kris ';fv:�;• 3� III I LIIl \ {fI � II � tilj� \� 1,141Ir^ `k'^\� tx°`�..J� \��\x\ lip �\_`\v_ , rBE88:EE888 � as a am°m Illrlx"\I 1 1__3<�• `- ____ vd� �,�' \ l4n �_-'�-.-�`���.� w o III / ♦x -i \ F I �� l��- x-BB F�. 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J-1'.,IT Lia 11 1 .i.,�...1,:,,.l— 11-1 1lv.uc ream 1111 11 -N-1 uul xs— 7-n Tlfi.M]C—Tnn1 eAt _ i_p � 'gill 0 o 25 Q o h � r w , x x—x � xx—xx � i u a m I I I 0 �'-i � I Q3 DO - II ✓v � I O p I m I m � LL w W ct m I m 0 i I m li I I I O 'O'tl f{14Ihy3l9tlltltln 03lltl�) — — _ — OhlVnainOH k3auO 3aditiJ — _ Apo >d s d — i N } W C a 3` e O� N f Q w W P aLOobL—aNYl�lndi—o\c6.Inwp n�o�iwiiay�z�aay5�oi�.oidN\oaY�\ep�o�—rebo��v�»�oM��o�o[oa—oL�oZOLWo�Seof�S LwMtltla Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN 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/basin 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 diy 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 and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-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. 4. PREVENTIVE 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 debris 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. 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