HomeMy WebLinkAboutContract 62767Date Received: 02/14/2025 Permit No.: SWF MA-24-0125
Time Received: 3:30 pm --=--------City Secretary No.: _6_2_76_7 _____ _
STORMW ATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 7th day of February
2025, by and between LGI Homes -Texas, LLC, acting by and through Cheryl (Elaine)
Torres, its duly authorized officer, hereinafter referred to as "Landowner", and the City of
Fort Worth, hereinafter referred to as "City".
WITNESS ETH
WHEREAS, the Landowner is the owner of certain real property described as a
tract of land situated in the Nathaniel Holbrook Survey, Abstract No. 647, Tarrant County,
Texas according to the deed recorded in Document No. D220278250, 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 Vista West II Phase 3 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 storm water 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 Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
WHEREAS, the City reqmres 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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 1
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 2
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 Stormwater Management 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 Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. 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, 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
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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 3
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 as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
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
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 4
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 MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS 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 boundaries of the Property in which the Facility is located as
outlined on Exhibit “A” but this paragraph shall not preclude construction of
other improvements within the boundaries of the Property in which the Facility
is located, which do not impede drainage. Landowner covenants and agrees
that no habitable building shall be erected on the above property abutting such
boundaries of the Property in which is Facility is located, 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, 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 owner’s association.
Executed this _7_th ___ day of February
CITY OF FORT WORTH
Dana Bu�hdoff
Dana Burghdoff (Feb 7,02518:47 CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Feb 7, 2025
Approved as to Form and Legality:
Matthew Murray
Senior City Assistant Attorney
City Attorney's Office
Date: Feb 7, 2025
ATTEST:
Jannette S. Goodall
City Secretary
Date: Feb 10, 2025
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
2025.
LANDOWNER
LGI Homes-Texas, LLC
a Texas limited liability company
By: LGI Homes Group, LLC
its Sole Ma�r
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Cheryl (Elaine) Tones
Officer
Date: ;l-t-.ZS
Contract Compliance Manager:
By signing, I acknowledge that l am the
person responsible for the monitoring and
administration of this contract, including
ensming all performance and reporting
requirements.
fl)Vttt-.. Rebecca Owen (Feb 7, 2025 14:43 CST)
Rebecca Owen
Planning Manager
Date: Feb 7, 2025
5
February 7th, 2025
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 7
EXHIBIT “A”
LEGAL DESCRIPTION
CITY OF
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1 WEATHERFORD RD
CAAIP BOVAE
TARRANT
LEGEND:
O.P.R.T.C.T.
D.R.T.C.T.
P.R.T.C.T.
C.M,
FD.
INST. N0.
P.0.8.
P.O.C.
R.O.W.
EXHIBIT "A"
OFFICIAL PUBLIC RECORDS OF TARRANT
COUNTY, TEXAS
DEED RECORDS OF TARRANT COUNTY, TEXAS
PLAT RECORDS OF TARRANT COUNN, TEXAS
CONTROLLING MONUMENT
FOUND 1/2" IRON ROD
INSTRUMENT NUMBER
POINT OF BEGINNING zao' o' ioo' 200'
POINT OF COMMENCEMENT
RIGHT—OF—WAY
BOUNDARY LINE
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LOCATION MAP NOTES:
1. THIS EXHIBIT IS ISSUED IN CONJUNCTION
NOT—TO—SCALE �TM A METES AND BOUNDS
DESCRIP110N PREPARED UNDER JOB N0.
s1ss�—oo BY PAPE—DAWSON ENGINEERS,
INC.
2. THE BEARINGS ARE BASED ON THE
TEXAS COORDINATE SYSTEM ESTABLISHED
FOR THE SOUTH CENIRAL ZONE FROM
S Y M B O L L E G E N D �E NORTH AMERICAN DATUM OF 1983
NAD 83 (NA2011) EPOCH 2O10.00,
�SET 1/2" IRON ROD WITH YELIOW
CAP STAMPED "PAPE DAWSON"
FOUND 1/2" IRON ROD WITH
r YELLOW CAP STAMPED "PAPE DAWSON"
UNLESS OTHERWISE NOTED.
C1
�y TRACT E
CJJ�J LGIA OMES�TEXAS,RLLC. L4 �5 J
�OO 6�� INST. N0. D220278250
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FD. 1/2" I.R.—
TRACT D �
(CALLED 23.42 ACRES) I
LGI HOMES—TEXAS, LLC. I
INST. N0. D2202778250 I
O.P.R.T.C.T. I /
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FD. 1/2" I.R.-
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BENT) S89'44'50 E 709.:
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REMAINDER OF TRACT 11B
CHAPEL CREEK LIMITED PARTNERSHIP
VOLUME 11029, PAGE 1159
D.R.T.C.T.
PAPE-DAWSON
� ENGINEERS
201 MAIN ST, STE 901 I FT. WORTH, TX 76102 I 817.870.3668
TEXAS ENGINEERING FIRM A470 I TEXAS SURVEYING FIRM 970028800
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BLOqC 22
J e VISTA WEST PHASE 4
BLKS. 7, 13, 19-22
CABINET A, SLIDE 10883
9 INST. NO. D206054398
P.R.T,C.T.
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FD. 5/8" I.R.
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OLD WEATHERFORD ROAD FD. 5/8" I.R.
(VARIABLE WIDTH R.O.W.)
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2025
10' RIGHT—OF—WAY
INST. N0. 206054398
P.R.T.C.T.
SHEET 1 OF 5
JOB N0. 61397-00
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LOCATION MAP NOTES:
1. THIS EXHIBIT IS ISSUED IN CONJUNCTION
NOT—TO—SCALE �TM A METES AND BOUNDS
DESCRIPTION PREPARED UNDER JOB N0.
61397-00 BY PAPE—DAWSON ENGINEERS,
INC.
2. THE BEARINGS ARE BASED ON THE
TEXAS COORDINATE SYSTEM ESTABLISHED
FOR THE SOUTH CENTRAL ZONE FROM
THE NORTH AMERICAN DATUM OF 1983
NAD 83 (NA2011) EPOCH 2O10.00.
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LINE TABLE
LINE # BEARING LENGTH
Li NO'19'47"E 183.19'
L2 N22'24'44"W 180.08'
L3 N67'35'16"E 450.00'
L4 S87'54'25"E 50.00'
L5 S77'40'03"E 100,00'
L6 N12'19'57"E 110.00'
�7 S85'34'49"E 24.25'
EXHIBIT "A"
LEGEND:
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF TARRANT
COUNTY, TEXAS
D.R.T.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS
P.R.T.C.T. PLAT RECORDS OF TARRANT COUNTY, TEXAS
C.M. CONTROLLING MONUMENT
FD. FOUND 1/2" IRON ROD
INST. N0. INSTRUMENT NUMBER
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
R.O.W. RIGHT—OF—WAY
BOUNDARY LINE
-------------- EASEMENT LINE
LINE TABLE
LINE # BEARING LENGTH
Le S40'34'49"E 14.14'
L9 S4'25'11"W 282.95'
L7o N79'44'02"W 129.38'
L11 S10'25'51 "W 166.90'
L12 S13'02'18"W 135.33'
L13 N89'44'50"W 382.15'
CURVE TABLE
CURVE # RADIUS DELTA CHORD BEARING CHORD LENGTH
�� 325.00' 7'38'10" S81'45'44"E 43.28' 43.31'
�2 475.00' 4'02'56" S6'26'39"W 33.56' 33.57'
PAPE-DAWSON
� ENGINEERS
201 MAIN 5T, STE 901 I FT. WORTH, TX 76102 I 817.870.3668
TEXAS ENGINEERING FIRM R470 I TEXAS SURVEYING FIRM Y1002B8�0
EXISTING EASEMENTS:
AMENDMENT TO OIL, GAS, & MINERAL LEASE
BETWEEN CHAPEL CREEK LIMITED PARTNERSHIP
O (LESSOR)
AND HOLLIS R. SULLIVAN, INC. (LESSEE)
INST. N0. D205267559
O.P.C.T.C.T.
UTILITY EASEMENT
O2 VARIABLE WIDTH
INST. N0. D222170558, O.P.R.P.C.T.
TARRANT REGIONAL WATER DISTRICT
O90' WATERLINE EASEMENT
INST. N0. D205152765
O.P.R.T.C.T.
OTEXAS ELECTRIC SERVICE COMPANY
VOL. 8736, PG. 1787, D.R.P.C.T.
2025
SHEET 2 OF 5
JOB N0. 61397-00
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EXHIBIT "A"
BEING A TRACT OF LAND SITUATED IN NATHANIEL HOLBROOK SURVEY, ABSTRACT
NO. 647, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF TRACT E, AS
DESCRIBED IN THE SPECIAL WARRANTY DEED TO LGI HOMES-TEXAS, LLC.,
RECORDED UNDER INSTRUMENT NUMBER D220278250, OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS, (O.P.R.T.C.T.), AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A FOUND 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "PAPE DAWSON" (CONTROLLING MONUMENT) AT THE SOUTHWEST
CORNER OF SAID TRACT E, AND BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF
OLD WEATHERFORD ROAD (A VARIABLE WIDTH RIGHT-OF-WAY - NO DEED
RECORD FOUND), AND SAME POINT BEING ON THE MOST SOUTHERLY NORTHWEST
CORNER OF THE REMAINDER OF TRACT IIB AS DESCRIBED IN A SPECIAL WARRANTY
DEED TO CHAPEL CREEK LIMITED PARTNERSHIP, RECORDED IN VOLUME 11029,
PAGE 1 159 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS (D.R.T.C.T.), AND
FROM WHICH A FOUND 5/8-INCH IRON ROD BEARS SOUTH 89°44'50" EAST, 709.29
FEET;
THENCE, ALONG THE WESTERLY LINE OF SAID TRACT E, AND THE EASTERLY LINE OF
SAID TRACT 1 1 B, NORTH 44°44'10" WEST, A DISTANCE OF 35.74 FEET TO A
FOUND 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE
DAWSON" (BENT);
THENCE, NORTH 0°19'47" EAST, A DISTANCE OF 29.10 FEET TO A SET 1/2-INCH IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON," AND BEING
THE POINT OF BEGINNING;
THENCE, NORTH 0°19'47" EAST, A DISTANCE OF 183.19 FEET TO A FOUND 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" FOR
AN ANGLE POINT OF SAID TRACT E;
THENCE, NORTH 22°24'44" WEST, A DISTANCE OF 180.08 FEET TO A SET 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" AT A
SALIENT CORNER;
THENCE, OVER AND ACROSS SAID TRACT E THE FOLLOWING COURSES AND
DISTANCES:
� PAPE-DAWSON
PAGE 3 OF 5 � ENGINEERS
NORTH 67°35'16" EAST, A DISTANCE OF 450.00 FEET TO A SET 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON";
SOUTH 87°54'25" EAST, A DISTANCE OF 50.00 FEET TO A SET 1/2-INCH IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON";
SOUTH 77°40'03" EAST, A DISTANCE OF 100.00 FEET TO A SET 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" AT A
RE-ENTRANT CORNER;
NORTH 12°19'57" EAST, A DISTANCE OF 110.00 FEET TO A SET 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON," AT THE
BEGINNING OF A NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS
OF 325.00 FEET, A CENTRAL ANGLE OF 7°38'10," AND A CHORD BEARING
AND DISTANCE OF SOUTH 81 °45'44" EAST, 43.28 FEET;
ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC LENGTH OF
43.31 FEET TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "PAPE DAWSON";
SOUTH 85°34'49" EAST, A DISTANCE OF 24.25 FEET TO A SET 1/2-INCH IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON";
SOUTH 40°34'49" EAST, A DISTANCE OF 14.14 FEET TO A SET 1/2-INCH IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON";
SOUTH 4°25'1 1" WEST, A DISTANCE OF 282.95 FEET TO A SET 1/2-INCH IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON," AT THE
BEGINNING OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF
475.00 FEET, A CENTRAL ANGLE OF 4°02'56", AND A CHORD BEARING
AND DISTANCE OF SOUTH 6°26'39" WEST, 33.56 FEET;
ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC LENGTH 33.57 FEET
TO A SET 1/2-INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE
DAWSON" AT A SALIENT CORNER;
NORTH 79°44'02" WEST, A DISTANCE OF 129.38 FEET TO A SET 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" AT A
RE-ENTRANT CORNER;
PAPE-DAWSON
PAGE 4 OF 5 ��ENGINEERS
SOUTH 10°25'51" WEST, A DISTANCE OF 166.90 FEET TO A SET 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON";
SOUTH 13°02'18" WEST, A DISTANCE OF 135.33 FEET TO A SET 1/2-INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PAPE DAWSON" AT A
SALIENT CORNER;
NORTH 89°44'50" WEST, A DISTANCE OF 382.15 FEET TO THE POINT OF
BEGINNING AND CONTAINING 5.566 ACRES OR 242,471 SQUARE FEET OF
LAND MORE OR LESS AND BEING PREPARED UNDER JOB NUMBER 61397-
00 BY PAPE DAWSON CONSULTING ENGINEERS, LLC.
BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM ESTABLISHED FOR THE
NORTH CENTRAL ZONE (4202) FROM NORTH AMERICAN DATUM 1983 (NA201 1)
EPOCH 2O10.00.
FOR PAPE DAWSON CONSULTING ENGINEERS, LLC.
. ;,�
ELLIO PAT BUSBY ,
REGISTERED PROFE��IONAL LAND SURVEYOR
TEXAS REGISTRATION NO. 5561
FIRM REGISTRATION NO. 10028800
PAPE DAWSON CONSULTING ENGINEERS, LLC.
201 MAIN STREET, SUITE 903
FORT WORTH, TEXAS 76102
TELE: 817-870-3668
EMAIL: EBUSBY@PAPE-DAWSON.COM
CERTIFICATION DATE: O1-08-2025
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PAGE 5 OF 5
� PAPE-DAWSON
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STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 8
EXHIBIT “B”
DESIGN PLAN AND SPECIFICATIONS
EXHIBIT B
PAGE 1 OF 14
SWFMA BOUNDARY
EXHIBIT B
PAGE 2 OF 14
NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY
SWFMA BOUNDARY
SWFMA BOUNDARY
EXHIBIT B
PAGE 3 OF 14
NO SAVED OR PROPOSED TREES ARE WITHIN THE
SWFMA BOUNDARY
SWFMA BOUNDARY
SWFMA BOUNDARY
EXHIBIT B
PAGE 4 OF 14
NO SAVED OR PROPOSED TREES ARE WITHIN
THE SWFMA BOUNDARY
EXHIBIT B
PAGE 5 OF 14
SWFMA BOUNDARY
NO SAVED OR PROPOSED TREES ARE WITHIN THE
SWFMA BOUNDARY
EXHIBIT B
PAGE 6 OF 14
SWFMA BOUNDARY
NO SAVED OR PROPOSED TREES ARE WITHIN THE
SWFMA BOUNDARY
SWFMA
BOUNDARY
4' X 2' RCB WITH
TYPE 1 SAFETY
END TREATMENT
4' X 3' RCB WITH
TYPE SET B-CD
HEADWALL
NO SAVED OR PROPOSED TREES ARE
WITHIN THE SWFMA BOUNDARY
NOTE: SEE PAGE 8 FOR CROSS SECTIONS A& F
EXHIBIT B
PAGE 7 OF14
VISTA WEST II-PHASE 3
SWFMA-DETENTION POND CROSS SECTIONS
FORT WORTH, TEXAS
201 MAIN ST, STE 901 I FT. WORTH, TX 76102 I 817.870.3668
TEXAS ENGINEERING FIRM #470 I TEXAS SURVEYING FIRM #10028800
SECTION "F-F"
SECTION "A-A"
EXHIBIT B
PAGE 8 OF 14
EXHIBIT B
PAGE 9 OF 14
EXHIBIT B
PAGE 10 OF 14
EXHIBIT B
PAGE 11 OF 14
EXHIBIT B
PAGE 12 OF 14
EXHIBIT B
PAGE 13 OF 14
EXHIBIT B
PAGE 14 OF 14
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11/19/2020 JLE 10
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 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 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.
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Form CFW-6
CFW - SEPTEMBER 2015 Appendix A A-17
Facility Name: ____________________________________________________ Facility Agreement Number: ______________
Basin/Pond Number: _______ Inspected By: __________________________________ Date: _____________________
Type of Inspection: Annual ____, Quarterly ____, Monthly ____, Routine ____, or Storm Event ____, (# days since event ______)
Basin Conditions:
1.Is there standing water or wet spots?Yes___ No ___ Comments _____________________________
2.Does sides or bottom show signs of erosion, settling, cracking, etc? Yes___ No ___ Comments _____________________________
3.Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?Yes___ No ___ Comments _____________________________
4.Is there evidence of animal burrowing in dam?Yes___ No ___ Comments _____________________________
5.Is there evidence of changes in shape or volume of basin?Yes___ No ___ Comments _____________________________
6.Do vegetated areas need mowing?Yes___ No ___ Comments _____________________________
7.Are there trees or woody growth in dam?Yes___ No ___ Comments _____________________________
8.Are there areas that need to be re-vegetated?Yes___ No ___ Comments _____________________________
9.Is there any accumulation of silt, trash, debris or litter in the basin? Yes___ No ___ Comments _____________________________
10.Are there any other basin maintenance activities needed?Yes___ No ___ Comments _____________________________
Structural Components:
1.Are pipes, channels, trash racks, etc. free of obstructions?Yes___ No ___ Comments _____________________________
2.Are pipes, spillway or trash racks in need of repair?Yes___ No ___ Comments _____________________________
3.Is the low flow or trickle channel in need of repair?Yes___ No ___ Comments _____________________________
4.Is the outfall channel in need of repair?Yes___ No ___ Comments _____________________________
5.Are there any other structural maintenance activities needed? Yes___ No ___ Comments _____________________________
Plan for correcting deficiencies: Signature:
Owner’s Representative
Date:
EXHIBIT "D"