HomeMy WebLinkAboutContract 62325Date Received: 11/18/2024
Time Received: 9:3 8 a.m.
Permit No.: SWFMA-24-0089
City Secretary No.: 62325
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 17th day of November
20 24 , by and between Chapel Creek Fellowship Corp., a Texas non-profit
corporation, hereinafter referred to as "Landowner", and the City of Fort Worth,
hereinafter referred to as "City".
WITNES SETH
WHEREAS, the Landowner is the owner of certain real property described as a
tract of land situated over and across Lot B, Block 1, Tejas Trail Addition, Tarrant
County, Texas according to the deed recorded in Document No. D223012074, 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 Fellowship, Inc.
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 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
STORMWATER FACILITY MAINTENANCE AGREEMENT OFFICIAL RECORD
Rev. 03/01/2022 BN CITY SECRETARY
FT. WORTH, TX
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 2
Rev. 03/01/2022 BN
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 3
Rev. 03/01/2022 BN
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 17t h day of November
CITY OF FORT WORTH
,)Ana, BgGu1
Dana Burghdoff (NoJ 17, 202el1 :16 CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Nov 17, 2024
Approved as to Form and Legality:
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date: Nov 15, 2024
nnq�
° ATTEST: �F�Rt�oa
dam° 9d0
�o
..�X.c(.�aR� Gd4� oEXASao
Jannette S. Goodall
City Secretary
Date: Nov 18, 2024
20 2024
LANDOWNER
Chapel Creek Fellowship Corp.
a Teas on ofit corporation
By: Keith Day
Its: President
Date: H /1'-3 /-ZoV
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
Rebecca Diaire Omen
Rebecca Diane Owen (Nov 15, 202415:44 CST)
Rebecca Owen
Planning Manager
Date: Nov 15, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on the 17th of November by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
o�gRYP(WENDY L BEARDSLEE
2 Notary Public
* * STATE OF TEXAS
I.D.Notary
OFF My Comm.Exp. July 28, 2025
LANDOWNER
STATE OF -It'40-s
COUNTY OF
Gvwr �(64e
Notary Public, State of Texas
2
0
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
q-2�CCkS , on this day personally appeared Keith Dav, President, known to me to
be the person whose name is subscribed to the foregoing instrument, and acknowledged to
me that he/she executed the same for the purposes and consideration therein expressed, as
the act and deed of Chapel Creek Fellowship Corp., a Texas non-profit corporation, and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 17J day
of 6C�r , 2074. C
Y
'' JAIME GODI
4PU6':
?x°.•` 4oc Notary Public, State of Texas
P'e= Comm. Expires 11-02-2027
Not ID 134630773
j!btary u lic, State of
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Exhibit A
J4 `9
Drainage Easement Description
0.621 Acres (27,033 Sq. Ft.) Drainage Easement
BEING a 0.621 acre drainage easement, over and across Lot B, Block 1, Tejas Trail Addition, as
recorded in Volume 388-69, Page 9, Plat Records, Tarrant County. Texas: and being further
described by metes and bounds as follows (the following Bearings, Distances, and/or Areas derived
from GNSS observations performed by Texas Surveying & Engineering. Inc. and reflect N.A.D. 1983,
Texas State Plane Coordinate System, North Central Zone 4202: Grid. US Survey Feet):
COMMENCING at a found 1/2" iron rod, in the west line of Zuni Trail North, at the northeast corner of
said Lot B and at the southeast corner of Lot 96, Block I, Tejas Trails Addition, as recorded in
D205205596, Plat Records, Tarrant County, Texas: thence S 40°48'25" W 35.54 feet, to a set 60D
nail, for the northeast corner and POINT OF BEGINNING of this drainage easement.
THENCE S 40°48'25" W 213.36 feet, along the east line of said Lot B, to a set 60D nail, for the
southeast corner of this drainage easement. Whence a found 5/8" capped iron rod at the southeast
corner of said Lot B, being in the intersection of said west line of Zuni Trail North and the north line
of White Settlement Road, bears S 40°48'25" W 25.62 feet.
THENCE over and across said Lot B the following courses and distances
N 61°39'38" W 100.28 feet, to a set 60D nail, for the southwest corner of this drainage easement;
N 07°02'19" E 16.08 feet, to a set 60D nail• for a corner of this drainage easement;
S 61°56'02" E 6.34 feet, to a set 60D nail, for a corner of this drainage easement;
N 22°20'47" E 149.00 feet, to a set 60D nail, for a corner of this drainage easement;
N 67°26'45" W 5.19 feet, to a set 60D nail• for a corner of this drainage easement;
N 19°57'30" E 13.37 feet, to a set 60D nail, for the northwest corner of this drainage easement;
S 81°12'02" E 152.14 feet, to a set 60D nail, for a corner of this drainage easement;
S 25°22'38" E 31.19 feet, to the POINT OF BEGINNING.
Easement Description Certified Correct: �� • `O •• �FTF
Q (P
............................
KYLE BUCKER Found
---- ------ -- �'------------- "x"Cut
Kyle R Registered Prof sslonal Land Surveyor No. 6444 6444
Te rveying & Engineerl 9, Inc. '9 �FFS S\O F•.
14 S. Walnut Street, We theford. Texas 76086 —�
weatherford(@txsurveying.com - 817-594.0400 o S U R� `G
Project ID: W2212029-DE
Field Date: August 16, 2024
Preparation Date: August 19, 2024
Surveyor's Notes:
1) Currently this tract appears to be located within one or
more of the following areas:
Other Areas, Zone "X" - Areas determined to be outside the
0.2% annual chance floodplain.
according to the F.I.R.M. Community Panel 48439CO145K,
dated 9/24/2009: for up to date flood hazard information
visit the official F.E.M.A. website at FEMA.gov.
2) All easement corners are sets 60D nails, unless otherwise
noted.
3) Bearings, Distances, and/or Areas derived from GNSS
observations and reflect N.A.D.1983, Texas State Plane
Coordinate System, North Central Zone 4202 (GRID - US
Survey Feet).
1" = 80'
Lot B, Block 1
Tejas Trail Addition
V. 388.69, P. 9
Proposed Lot B-R, Block I, having a
Min. Finished Floor Elevation of 794.40'
(City of Fort Worth Case No. FS-23.234)
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City of Fort Worth Case No. FS-23234
CITY PLAN COMMISSION
CFFY OF FORT WORTH. TEXAS
PLAT APPROVAL DATE:
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Final Plat
Lot B-R, Block 1
Tejas Trail Addition
an addition to the City of Fort Worth,
-0 Tarrant County, Texas
Being a 6.070 acres replat of a portion of Lot A2, Block I
and all of Lot B. Block I, Tejas Trail Addition, according to the
plats recorded In Volume 388.69. Page 9 and Volume 388-137,
Page 22, Plat Records, Tarrant County, Texas
July 2024
WEATHERFORD BRANCH '817-594-0400
TEXAS
SURVEYING
NC.
—11111 FIRM N0. 10100000 - WWW.TXSOAYEYING.COM
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT B-1
V
J
W m
\\ 1 i
1so W
Feel �
y / SHEET FLOW DIRECTION a a ti
SHALLOW CONCENTRATED
FLOW DIRECTION =„
`� 1 p •` `? / CHANNEL FLOW DIRECTION
I ���iii 4 ay, r/I.� • % / — PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED TC PATH (SHEETFLOW) U W
PROPOSED TC PATH (SHALLOW x !- Z
W CONCENTRATED FLOW) U m a
r 7 8p ( `q(� — — -- PROPOSED TC PATH (CHANNEL W W C]
-+' FLOW] V U)
EDA1 DRAINAGE AREA NUMBER LU d
a I BpSo ssQ�. 0IL
.) UJ
6�ito
3 U
J x �G j `rna
(P1�` DAI
DA2 _ 1.41 AC N6 /
804. on
PDrID OUT.
ZOO DAI.DM
0.14 AC ~ or
�p o _
QyM.7bd6
00 1
DA3 / Ft'3E OF TEk'
1.15 AC '
S� J'
y i
HUM BERTO JUAREZ
140371
DATE: 101152024
SHEET: EXHIBITS-1
SCALE: 1"=80'
JOB NO.: 2322 '
EXHIBIT B-2
Modified Rational Method
Existing Drainage
Chapel C-k Church Area t (Infer)
1-yr
i (i./hr) Sr
i (in/hr)
f00.yr
Tarrant County
III Curves
Drainage Area Name
Time of Con-ii.tion(min.) AC eyalae
peak Q(Cfsl
"1,11 ers1
peak Q(cis)I
a
O.BS I7
O.BId2
O.2A98
E1A1
20.75 363 0.30 2.76
3.01
4.15 4.52
693
7.54
b
43.653
71.154
110.202
EDAZ
low 0.10 0.30 406
0.12
5.74 a 17
9.24
0.28
d
8
12
14
Modified Rational Method
Proposed Drainage
Chapel Creek Church
Area
) (in/hr)
1-yr
i (in/hr)
S-yr
I (in/hr)
100-yr
Drainage Area Name
Time of Concentration (min.)
AC
C Value
Peak Q (cfs)
Peak Q(cfs)
Peak Q (cis)
DAl
16.63
1.41
0.36 3A4
1.60
4.64
2.35
7.64
3.88
DA2
13.72
2.32
0.79 348
6.38
5.06
9.27
8.26
15.15
DA3
19.33
1.15
0.30 2.88
0.99
4.31
1.49
7.16
2.47
DA4 (driveway)
10.00
0.14
0.95 4.06
0.54
5.74
0.76
9.24
1.23
Pond Outlet+DA1+DA3
19.33
4.88
0.48 2.88
2.92
4.31
4.24
7.16
6.83
Emergency Spillway (DA2 Un-detained)
13.72
2.32
0.79 3.48
6.38
5.06
9.27
8.26
15.15
Stage -Storage -Discharge
Elevation
Depth
Area (ft2)
Volume (ft)
Outflow (fta/s) 5+0At/2 (ft)
788
0
322.29
0.00
0.00
0
788.5
0.5
2,228.76
637.76
0.12
673
789
1
4,538.12
2,329.48
0.20
2,391
789.5
1.5
5,288.70
4,786A9
0.26
4,865
790
2
6,005.60
7,609.76
0.31
7,703
790.24
2.24
6,356.11
9,094.51
0.33
9,194 1-yrStorm Event
790.5
2.5
6,755.00
10823.36
0.35
10,930
791
3
7,536.90
14,372.89
0.39
14,490
791.1
3.1
7,695.88
15,096.48
0.40
15,200 5-yrStorm Event
791.5
3.5
8,351.47
18,344-98
0.43
18,473
792
4
9,202.68
22,733.52
0.46
22,871
792.44
4.44
9,995.47
26,619.94
0.48
26,985 100-yr Storm Event
792.5
4.5
10,092.35
27,557.27
0.49
27,703
793
5
11,020.46
32,835.47
0.51
32,990
Proposed Weir -Emergency Spillway
Trapezoidal Weir
Highlighted
Crest
= Sharp
Depth (h)
Bollom Length (It)
5,00
0 (cis)
Total Depth (11)
= 1.30
Area (s9rt)
Side Slope (z:1)
= 4.00
Velocity (Ns)
Top Width (n)
Calculations
Wei, C.H. C.
= 3.10
Compute by:
Known D
Known 0 (cis)
= 15.15
Depth (h) Proposed Weir-Emo,gency Spillway
2 00
lsa
TOP OF BER A ELEV 794.14'
100 _ -_
NSEL: �3.60' M
O50 I -
000 FL ELM.: 792.R14
= 15.15
= 6.11
= 2.48
= 11.08
Depth (0)
Z00
U
J
J
Z
2
W N
Z v Ory i
W mmM m
toO
a
x
U
U rn
x ~ J
U 5-3m
le T
F
LU of W of
U Q
LU 2
55�� E"r
z '0 z '4 tg 1e
-W., -wjs' Length(h)
............... ..r.
HUMBERTO JUAREZ
z
% 140371 .ei,
��f•/�
N C�: ��A�"�
S • EN
DATE:
10/15/2024
j
/Oft
SHEET:
EXHIBIT B-2
SCALE:
NTS
ouzo r IIQ
JOB NO.:
2322
7
4
/,/
EXHIBIT
A \DRAINAGE
EASEMENT 10' MAINTENANCE RAMP
BOUNDARY
/ EXHIBIT B-3 U `
EXHIBIT A DRAINAGE^EASEMENT BOUNDARY
DR ^ / J
E E
MEN T z LL
YZ \
10' CROWN WIDTH
IJ
3" PIPE
OUTFLOW
W/ MITERED
CONCRETE
HEADWALL
FL=788.0'
�x
W
z
$fig
J, 0
20 40
Feel
W 2
m 0
�
j
a3a
PIPE
OUTFLOW
8 W1 MITERED
P^
CONCRETE
coa
HEADWALL
FL=787.39'
/
w
w o
a.
EMERGENCY SPILLWAY:
O
W
a
/5FT FLAT BOTTOM
U
WCONCRETE CHANNEL
/ 4:1 SIDE SLOPES
/ FL ELEV.=792.84'
TOP ELEV=794.14'
TOTAL DEPTH=1.30'
o
% iiaro
PROPOSED CONTOUR
6
EXISTING CONTOUR
PROPOSED ROCK RIP -RAP
HUMBERTO JUAREZ
1411311
Q� f+/ N ��••�����
9
DATE: 10/15f2024 '
SHEET: EXHIBIT B-3
��N11i
SCALE: 1 "=20'
1�a
JOB INC.: 2322
J
4
4" BEDDING.
ENSURE STABLE CD
UNDERLYING
FOUNDATION i f 3n
TO MINIMIZE
DIFFERENTIAL
SETTLEMENT
EXHIBIT B-4
5.20'
�4
5.00'
1"SAND CUSHION
__.._.-_._.._.... _..___--...._.._ W.W.M
POND SPILLWAY SECTION
NTS
galim
MITERED SLOPE
I
I �
i
I I
I
�L�a�J
Lo
3
TOP VIEW
PIPE HEADWALL DETAIL
NTS
I — 211 RODENT SCREEN
SS WIRE MESH
� I I
FRONT VIEW
3 INCH ADS HEAVY DUTY SINGLE WALL PIPE OR SIMILAR �10'CCROWN WIDTH
@ 1.02% SPILLWAY FL
_ ---TOP ELEV. 79 14'
PIPE _____________ SPILLWAY FL•]93.81' Z
`l 0 0 4 ___________�OO.yly wsEL ]az.44 a z
W. CONCRETE MITERED HEADL O t �P 1 M„
- l_ ---------------s MEL]s1-V0' o
N U
N _ _ ______________AN6EL]80?4'
A 1 W Z Q
_ PIPE FL=788.0' m o
EXISTING ZUNI TRL. DITCH FL:± 786.59' ELF p t�� I 4 > w
W
MAX 1
y LL
POND BOTTOM T
EXISTING_GRAD
= PIPE LENGTH=59.SP' —
ROCK RIP -RAP @ PIPE OUTLET AR181 = CONCRETE MITERED HEADWALL
POND BERM CROSS SECTION
NTS
14
V
J
J
Z 2
W
Z
{ZY
o
2
U
a
a
E OF
• r
HUMBERTO JUAREZ
£
NA
DATE:
- SHEET:
11/1/2024
EXHIBITS-4
SCALE:
NTS
JOB NO.:
2322
f
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GENERAL NO
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EXHIBIT B-5
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ettle \ '
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SEMMExR CONTROL FENCE USAGE GUIDEL W ES
ex..mae.Iv.u.cex E1 TEMPORARY SE.I.EST CONTROL PENCE
O-7
CHAPEL
CREEK
D.TAX.WxmMWx+mE
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CHURCH
�xti
FT. WORTH, TX
SITE DEVELOPMENT
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C-7
EXHIBIT B-6
y
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CHANLNKFENCEFOR
SIGNIFICANT TREE
IJ
O O i
CHAPEL
CREEK
CHURCH
,o
FT. WORTH, TX
URBAN FORESTRY
PLAN
REvIsPoIXs
PROPOSED TREE LEGEND
No a.E
1
TREE#
P1
P2
SPECIES CALIPER(IN.)
LHINESE %STACHE
MONTERREY OAK
2.5
2.5
P3
PO
LHINESEPISTACHE
BUR OAK
2.5
2.5
P5
LHINESE %STACHE
2.5
MONTERREY OAK
2.5
/ ry
P]
MONTERREY OAK
2.5
V
J
PB
LHINESE %STALXE
2.5
J
P9
BUR OAK
2.5
Z LL
/
Z
PW
MONTERREY OAK
2.5
W
W m C
\
Ptt
LHINESE PISTACHE
2.5
Z y
\
Pi2
MONTERREYOAK
2.5
Z N O Om
A's
W X :J
°
P13
LHINESE PISTACHE
2.5
M5 W Q
W O tt
ii
IP
NOTE:
TREES Pt, PW, ANDTOWARDS
d a H
C U TE T
PS ARE ARE BEING COUNTED TOWARDS
PARKING REQUIREMENTS.
a \
Pt9
® Pt2
a
0
i.�JC
5'
EXISTING TREE TO REMAIN
PHASE 2
PROPOSED SITE
PLAN
PROTECTIVE FENCE
o
PROPOSEDTREE
I
11
WMSION NO.: 3
SHEET NO.
L4
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev. 03/01/2022 BN
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT DATE
INSPECTION
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
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
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
REPAIRS
REQUIRED
REPAIRS NOTES
MADE
STORMWATER FACILITY MAINTENANCE AGREEMENT 1 O
Rev. 03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN
FORT WORTH Exhibit D-1
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
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?
2. Does sides or bottom show signs of erosion, settling, cracking, etc?
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?
4. Is there evidence of animal burrowing in dam?
5. Is there evidence of changes in shape or volume of basin?
6. Do vegetated areas need mowing?
7. Are there trees or woody growth in dam?
8. Are there areas that need to be re -vegetated?
9. Is there any accumulation of silt, trash, debris or litter in the basin?
10. Are there any other basin maintenance activities needed?
Structural Components:
1. Are pipes, channels, trash racks, etc. free of obstructions?
2. Are pipes, spillway or trash racks in need of repair?
3. Is the low flow or trickle channel in need of repair?
4. Is the outfall channel in need of repair?
5. Are there any other structural maintenance activities needed?
Plan for correcting deficiencies:
Yes_
No
Comments
Yes_
No
Comments
_
Yes_
No _
Comments
Yes_
No
Comments
Yes_
No _
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes
No
Comments
Signature:
Date:
oA-
xt 1'rt �on """����
Stormwater
Managenr nt
Owner's Representative
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17