HomeMy WebLinkAboutContract 63829Date Received: 8/18/2025 Permit No.: SWFMA-25-0029
3:37 p.m. 63829
Time Received: City Secretary No.:
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 18th day of August
2025, by and between LCG21 Trinitv II, LLC, a Texas limited liability company, acting by
and through Sean Wood, its duly authorized Managing Director, 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 a
0.9915-acre tract of land situated in G. W. Couch Survey, Abstract No. 279, in the City of
Fort Worth, Tarrant County, Texas, said tract being a part of Lot 1, Block A, of Tarrant
Main Addition, an addition to the City of Fort Worth, as shown on plat thereof recorded in
Instrument Number D223031118 of the Official Public Records of Tarrant County, Texas
and also being a part of that tract of land described in General Warranty Deed as recorded
in Instrument Number D222025363, Official Public 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 Euless Trinitv 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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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" ("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 ensure the 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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
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, fail 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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
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 (4) 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 18th day of August
CITY OF FORT WORTH
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 08/18/2025
Approved as to Form and Legality:
M. fCE-v i4v Ani rs-) It
M. Kevin Anders, II (Aug 12, 2025 17:32:06 CDT)
M. Kevin Anders, II
City Assistant Attorney
City Attorney's Office
Date: 08/12/2025
4 4ovvvn
bIl
OF FORT�dO
ATTEST:
°-o o-►a
(�� aaa4 nEXA?o4p
Jannette S. Goodall
City Secretary
Date: 08/18/2025
2025.
LANDOWNER
LCG21 Trinity II, LLC
a Texas limited liability company
By: LCG2 INVESTMENT MANAGER,
LLC
a Texas limited liability company
its manager
l2/
By: 'ean Wood
Its: Authorized Signatory
Date: 5 ZS
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
require ts.
Kandice Merrick
Planning Manager
Date: 08/12/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT
2025
This instrument was acknowledged before me on August 18th, by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
pRY Pp6 KATHLEEN BRADFORD
_ Notary Public
+O+ STATE OF TEXAS
Notary I.D. 12197197
"FOFh My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF efXe-S
COUNTY OF De �� 5
Notary Public, State of Texas
L'y
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared <)ecn 0'4'0JQ
(name), _ A A,ri a (title), 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 C-C t 7,-,;,n i I ) I 1 U.0 (entity), a
7t �� 5 �'►� �� L , �� 1; k, CGMa-�� (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of A v� 0S4 , 20 aS
Notary Public, State of`Te,- S
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LANDON MC
DERMOTT
o's Notary Public, State of Texas
yN'+Qc Comm. Expires 05-19-2027
�''%�°;rn`° Notary ID 134370303
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LOT 1, BLOCK 1
TRINITY CORNERS
ADDITION APPROXIMATE LOCATION OF 10O' POWER LINE EASEMENT
INST. NO. D215084217 AS SHOWN ON VOLUME 388-58, PAGE 147, P.R.T.C.T.
O.P,R.T.C.T.
-VIOLET LANE
(50' R.O.W.)
L11 �o
1 /2" IRfC M ' q" �6K 1•:::..... :::::::::::::.::::::.:::......::::::::.::.:::::::.::::.::::.....::......::::............. .......v':...
"RPLS 1928" En
::...::
-589'25'35'W � ,� ��..................... PFC
(CM) 80.00'----- =' See L21
LOT 1-R, Detail 'C'
BLOCK 8 M
TOWNSITE Of
CANDON ADOMON a
INST. NO. 0213125280, —
O.P,R.T.C.T P- G. W COUCH SURVEY
W
CD
ABSTRACT NO, 279
U)
lU `,+•�'; LOT 1, BLOCK A {Owner}
a TARRANT MAIN ADDITION LCG21 TRINITY II, LLC
Q INST. NO, D223031118 INST. NO. D222025363
W See O.P.R.T.C.T. O,P.R,T.C.T.
z¢ >- o Detail 'B'
0 '
Q - -- DRAINAGE EASEMENT
F-
Co43,190 Sq. Ft.
LO
N or 0.9915 Ac.
U� Z (6y this document) P
FC L1 D
PFC
4 U P"Qi
0 50, 100'
L SCALE "=100'
LEGEND
zo
--------- ---- See Detail A'
I. r
'25'35"W 845,10'
Flo- -- - FERRIS STREET
E�
(60' RIGHT OF WAY PER
1/2" IRE I
P. 0. B. VOLUME 106, PAGE 114, P.R.T,C,T.)
(CM)
SUSAN PARKER
INST. NO. D221083240
O-P,
R.T.C.T. I F
CM
Controlling Monument
IRF
Iron Rod Found
IRFC
Iron Rod Found w/Cap
IRS
Iron Rod Set w/Cap
stamped "GLD"
INST, NO.
Instrument Number
O.P.R.T.C,T.
Official Public Records of
Tarrant County, Texas
PFC
Point for Corner
P.R.T.C,T.
Plat Records of
Tarrant County, Texas
Pg.
Page
P.O.B.
Point of Beginning
Vol.
Volume
General Notes:
J :=i
-oo.
PFC
J�� ' 'E`•Ez i aii /2.
L7 �L23
=: a
Lot
1 DRAINAGE
EASEMENT
(by thisIRS
1:; ::: document)'
(FLC"L32
:: IRS L29IRS . ;::;;:::
L31
RS
P.0FERRIS
STREET
DETAIL 'A'
not to scale
1. BASIS OF BEARINGS is the south line of Lot 1, Black A, Tarrant Main
Addition, as recorded in Inst, No. D223031118, O.P.R.T,C.T.
2. Deed and plat references are Tarrant County records.
3. This map to accompany legal description.
DETAIL 'C'
not to scale
b-L::
E'i i
PFC
k-
:3 a
o
'TJ ::
(0
`Z
I
n '-
::::::-:::::: PFC
DETAIL 'B'
not to scale
*** SEE PAGE 4 OF 4 FOR LINE TABLE ***
VARIABLE WIDTH DRAINAGE EASEMENT
BEING A 43,190 SQ. FT. (0.9915 AC.)
PART OF LOT 1, BLOCK A, TARRANT MAIN ADDITION
SITUATED IN THE G. W. COUCH SURVEY, ABSTRACT NO.279,
AND IN THE CITY OF FORT WORTH, TARRANT COUNTY TEXAS
G Oa E.iU Land Data, Inc. I DATE: 4/02/2025
�PROJ: 5859
L o T 214-987-4026 6210 , T7115 Rd., Sic. 110
r LSf17�az6 Holm:,rX75246-1388 PAGE 3 OF 4
FISPLS firm No. 10136300
2025-04-02 re,
2024-08-26 -11..
2024-08-08 rev.
2024-67-24 rcv.
2023-06-12 a19. RS
L
�n 5' UTILITY EASEMENT
VOL. 388-58, PG. 147
P.R.T.C.T.
LOT 1, BLOCK A
TARRANT MAIN ADDITION
INST. NO
. D223031118
O.P.R.T.C.T.
COUCH SUR VEY
'TRACT NO. 279
- - P.R.T.C.T.
0 50, 100'
SCALE 1"=100'
L15 PFC
PFC
.....................................................................
DRAINAGE EASEMENT
0.9915 Ac.
:::::;;;;;:;;::::::;::::::::;;:::::;::::::::::::::::::::::::c :
Y
or
(6y this document)
....:
::. ;.:�-.
:...:.....:::::::...:::::::.::::::::.::::•::.......--
m .
Y
PFC L13
............................................................ J
H
a
....PFC::.
....:•:•;....• ::......................
ooI
co
_ a,
LINE TABLE
LINE BEARING DlST. I L19 PFC L] % PFC
L1 N53' 00' 20"E 14.10' I
APPROXIMATE LOCATION OF 100' POWER LINE EASEMENTL2 N00' 00 40„ W 253.04' — AS SHOWN ON VOLUME 368-58, PAGE 147, P.R.T.C.T.
I L3 S89' 59' 20"W 1.00'
I L4 N00' 00' 40"W 14.00' Z.
I L5 N89' 59' 201 1,00' `%p ----------------
L6 N00' 00' 40"W 143,04' — — —
I 1-7 S89' 25' 20"W 1,00'
I L8 N00' 34' 40"W 14.00' (Owner)
I L9 N89' 25 20 E 14.00' LCG21 TRINITY ll, LLC
I L10 S00' 34' 40"E 1.00' INST. O.PNO..R.T.C.T.
DT.C.T. 363
0. P.R.T. C.T.
L1 1 N89' 25' 20"E 410.22'
I L12 N45' 00' 00"E 199.70'
I L13 N89' 31' 40"E 36.49'
I L14 N00' 01' 05"W 88.66' I
L15 S89' 55' 50"E 219.29' I
L16 S00' 03' 40"E 142.80' I F
LEGEND
L17 N87' 07' 50"W 219.68' I f
I 1-18 N00' 01' 05"W 31.40' I CM Controlling Monument OF
IRF Iron Rod Found P�E"".,•TF,�
I L19 S89' 31' 40"W 31.48' I �,•�'a�sTER''s�iP
I L20 S45' 00' 00"W 199.69' IRFC Iron Rod Found w/Cop 4w Rig
I 1 ' 20"W 415.12' IRS Iron Rod Set w/Cap
L2S89' 25
I 0' 25' 40"E 15stamped .GLD"
L2S0
Ma1M•wY.•Ma••••••••.•.••. ....0
INST, NO. Instrument Number RENT_ M. SALINAS
I L23 S89' 25' 20"W 1.00' O.P.R.T.C.T. Official Public Records of a"a '" 6093 ........
L24 SOO' 00' 40"E 143,16' Tarrant County, Texas p
PFC Point for Corner
L25 N89' 59' 20"E 1.00'
P.R.T.C.T. Plat Records of
Tarrant County, Texas
L26 S00' 00' 40"E i 4.00' gu{t1lE�
I L27 S89' 59' 20"W 1.00' Pg. Page 'l I L28 SOO' 00' 40"E 259.03' P.O.B. Point of Beginning ag
I L39 S53' 00' 20"W 3.82' Vol. Volume 42
I L30 S89' 25' 35 "W 20.21 '
I L31 S89' 25' 35"W 18.74'
I L32 S89' 25' 35"W 8.74' I
L33 S60' 19' 42"W 37.89' I
General Notes:
1. BASIS OF BEARINGS is the south line of Lot 1, Block A, Tarrant Rhin
Addition, as recorded in Inst. No. 0223031118, O.P.R.T.C.T.
2. Deed and plat references are Tarrant County records.
3. This map to accompany legal description.
VARIABLE WIDTH DRAINAGE EASEMENT
BEING A 43,190 SQ. FT. (0.9915 AC.)
PART OF LOT 1, BLOCK A, TARRANT MAIN ADDITION
SITUATED IN THE G. W. COUCH SURVEY, ABSTRACT NO.279,
AND IN THE CITY OF FORT WORTH, TARRANT COUNTY TEXAS
Garcia Cann Data, Inc. I DATE: 4/02/2025
'r M-987-0149 6210Campbd1Rd.,Ste.110 IPROJ: 5859
F 214-987-4026 D11W,Tx75248-1389 I PAGE 4 OF 4
TBPLS Firm No. 10136500
2025-04-02 rer.
2024-09-26 correction
sou-08-oa
2824-07-24 rev,
2023-05-12 orig. RS
FIELD NOTES DESCRIBING 43,190 SQ. FT. (0.9915 AC.)
VARIABLE WIDTH DRAINAGE EASEMENT
PART OF LOT 1, BLOCK A, TARRANT MAIN ADDITION
IN THE CITY OF FORT WORTH, TARRANT COUNTY TEXAS
BEING a 0.9915 acre tract of land situated in the G. W. Couch Survey, Abstract Number 279, and in the City of Fort
Worth, Tarrant County, Texas, said tract being a part of Lot 1, Block A, of Tarrant Main Addition, an addition to the
City of Fort Worth as shown on plat thereof recorded in Instrument Number D223031118 of the Official Public
Records Of Tarrant County Texas (O.P.R.T.C.T), and also being a part of that tract of land described In General
Warranty Deed to LCG21 Trinity 11, LLC, as recorded in Instrument Number D222025363, O.P.R.T.C.T, and being
more particularly described as follows:
BEGINNING at a 1/2-inch iron rod set with cap stamped "GLD" for the southwest corner of the herein described
tract of land, said corner being on the south line of said Lot 1 and the north right of way line of Ferris Street (a 60
foot wide right of way), and from which the southwest corner of said Tarrant Main Addition bears South 89
degrees 25 minutes 35 seconds West, a distance of 18.74 feet and from said southwest corner of Tarrant Main
Addition, a 1/2-inch iron rod found for the northwest corner of that tract of land described in Warranty Deed with
Vendor's Lien to Susan Parker as recorded in Instrument Number D221083240, O.P.R.T.C.T, bears South 00
degrees 34 minutes 25 seconds East, a distance of 60.00 feet;
THENCE North 53 degrees 00 minutes 20 seconds East, departing said south line and said north right-of-way line, a
distance of 14.10 feet to a 1/2-inch iron rod set with cap stamped "GLD" for corner;
THENCE, over and across said Lot 1. the following bearings and distances:
North 00 degrees 00 minutes 40 seconds West, a distance of 253.04 feet to a point for corner;
South 89 degrees 59 minutes 20 seconds West, a distance of 1.00 foot to a point for corner;
North 00 degrees 00 minutes 40 seconds West, a distance of 14.00 feet to a point for corner;
North 89 degrees 59 minutes 20 seconds East, a distance of 1.00 foot to a point for corner;
North 00 degrees 00 minutes 40 seconds West, a distance of 143.04 feet to a point for corner;
South 89 degrees 25 minutes 20 seconds West, a distance of 1.00 foot to a point for corner from which an angle
point on the west line of said Lot 1 bears South 60 degrees 19 minutes 42 seconds West, a distance of 37.89 feet,
and from said angle point, a 1/2-inch iron rod with cap stamped "RPLS 1928" for the northeast corner of Block 8,
Townsite of Candon Addition, an addition to the City of Fort Worth as recorded in instrument Number
D213125260, O.P.R.T.C.T., bears South 89 degrees 25 minutes 35 seconds West, a distance of 80.00 feet;
North 00 degrees 34 minutes 40 seconds West, a distance of 14.00 feet to a point for corner;
North 89 degrees 25 minutes 20 seconds East, a distance of 14.00 feet to a point for corner;
South 00 degrees 34 minutes 40 seconds East, a distance of 1.00 foot to a point for corner;
North 89 degrees 25 minutes 20 seconds East, a distance of 410.22 feet to a point for corner;
North 45 degrees 00 minutes 00 seconds East, a distance of 199.70 feet to a point for corner;
North 89 degrees 31 minutes 40 seconds East, a distance of 36.49 feet to a point for corner;
5859-Id-del rev4.docx page I of 4
Garcia Land Data, Inc. TBPEL-5 Firm No. 10136500
North 00 degrees 01 minute 05 seconds West, a distance of 88.66 feet to a point for corner;
South 89 degrees 55 minutes 50 seconds East, a distance of 219.29 feet to a point for corner;
South 00 degrees 03 minutes 40 seconds East, a distance of 142.80 feet to a point for corner;
North 87 degrees 07 minutes 50 seconds West, a distance of 219.68 feet to a point for corner;
North 00 degrees 01 minute 05 seconds West, a distance of 31.40 feet to a point for corner;
South 89 degrees 31 minutes 40 seconds West, a distance of 31.48 feet to a point for corner;
South 45 degrees 00 minutes 00 seconds West, a distance of 199.69 feet to a point for corner;
South 89 degrees 25 minutes 20 seconds West, a distance of 415.12 feet to a point for corner;
South 00 degrees 34 minutes 40 seconds East, a distance of 1.00 foot to a point for corner;
South 89 degrees 25 minutes 20 seconds West, a distance of 1.00 foot to a point for corner;
South 00 degrees 00 minutes 40 seconds East, a distance of 143.16 feet to a point for corner;
North 89 degrees 59 minutes 20 seconds East, a distance of 1.00 foot to a point for corner;
South 00 degrees 00 minutes 40 seconds East, a distance of 14.00 feet to a point for corner;
South 89 degrees 59 minutes 20 seconds West, a distance of 1.00 foot to a point for corner;
South 00 degrees 00 minutes 40 seconds East, a distance of 259.03 feet to a 1/2-inch iron rod set with cap
stamped "GILD" for corner;
South 53 degrees 00 minutes 20 seconds West, a distance of 3.82 feet to a 1/2-inch iron rod set with cap stamped
"GLD" for corner, said iron rod being on the aforementioned south line of said Lot 1 and the north right-of-way line
of said Ferris Street;
THENCE South 89 degrees 25 minutes 35 seconds West, with said south line and said north right-of-way line, a
distance of 20.21 feet to the POINT OF BEGINNING and CONTAINING, in all, 43,190 square feet or 0.9915 acres of
land, more or less.
BASIS OF BEARINGS is the south line of Lot 1, Block A, Tarrant Main Addition, an addition to the City of Fort Worth
as shown on plat thereof recorded in Instrument }fiber D223031118, O.P.R.T.C.T.
..4T
x&% Afi s
iP O e
Rene K Salinas, R.P.L.S. No. 6093 ••�•-•
...RENt M. SALINAS
9 ...6093
eSS=fin _i
5859-Id-del rev4.docx Page 2 of 4
Garcia Land Data, Inc. TBPELS Firm No. 10136500
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
1.
Z
0
0
''-------------
/ v ,�" —� v — — PROP. DRAINAGE EASEMENT
PROP. MAINTENANCE
—12' WIDE RAMP ®12.8X
_ 4:1 MAXOUTFLOW
SLOPE , SD MH WDC 1 LATE
ORIFICE PLATE I
24' HOPE FL, 529.35 I
_ II I,' 171
\\/ PROP. SWFMA BOUNDARY j
5
\
pq II
\
I
PROP. 70' CONCRETE SPILLWAY 3 lu
WITH RIP RAP III
OEMERGENCY OVERFLOW PATH ,
1W:'7.75
\ \I
\ GL• 529.99 '� ` PROP. 6' WIDE \
CONCRETE PILOT CHANNEL
I: 537.75 � � v
`I 'r x
PROP. INFLOW 4- 9.55
FL 529.55
I I
I
I I i
v� TW: 537.75 /
I
GL: 530.10
I
I
PROP. CAST IN PLACE i
i MASONRY GRAVITY WALL /
I
/ l I
I �
�
1
II 1
I
I
,
II
II
� I
I
1
1
I �
mx I
1
N�
W ®
EI
I
II
0' /
I
I
/ /
1
GRAPHIC SCALE
\1 rV
— — — _
_ 0 50 100 200
----——— — — — — ——
IN FEET )
1 INCH = 100 FT.
4 DYNAMIC
ENGINEERING
D(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714 S. Greenville Avenue - Suite 100 - Allen, TX 75002
T:972.534.2100
www dynem—..
Texas Registered Engmeenng Fin No.F-13660
DRAWN BY: CHECKED BY: DATE:
JK JTE 7/2/2025
TITLE: EXHIBIT B -1
PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT SCALE: (H) 1 "=100'
LEON CAPITAL GROUP M
TAR RANT COUNTY, TEXAS
3850 TARRANT MAIN STREET
EULESS, TX 76040
JOB No:
2793-22-02133
Plotted: 07/03/25 — 3:33 PM, By: arojas
Re: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV—EXHIBIT B.DWG, ---> EXHIBR B-1
1 U t� ------
-----------------
3qa-.-------—
_
o Q .
11
\
� 4546: Ir.p �' J�
- —
PROP. CONCRETE LINED DITCH
4 DYNAMIC
ENGINEERING
D(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714 S. Greenville Avenue -Suite 100 -Allen, TX 75002
T:972.534.2100
wwwdynem, com
Texas Registered Engine g Fin No. F-13660
DRAWN BY: CHECKED BY: DATE:
JK JTE 7/2/2025
/I
ME,
/
TREET,g —x*I rh1
GRAPHIC SCALE
0 50 100 200
IN FEET )
1 INCH = 100 Fr.
TITLE: EXHIBIT B - 2
PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT SCALE: (H) 1 "=100'
LEON CAPITAL GROUP (v)
TARRANT COUNTY, TEXAS
3850 TARRANT MAIN STREET JOB EULESS, TX 76040 2793—
22-02133
Plotted: 07/03/25 — 5:14 PM, By: arojas
Re: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV—EXHIBIT B.DWG, ---> E)(HIBTr B-2
z
0
O
550.00
545.00
540.00
535.00
530.00
52500
54500 54500
- rPROP. 10' WIDE ACCESS ROAD -
/-PROP. RNCE
/ 537.75
PROP. 10' WIDE ACCESS
XIST GRADE 54000 Two 54000
537.75 — -
fRO1DED �� PROP. GRADE - 53500 5�2 53500
_ PROP. DETENTION _
�( BASH . RETAINING WLL (BY OTHERS)
- 1(SC1- 533.0 _
1 YEAR
1i WSEL- 531.8 1: -
530 00 \ N-L.I- \ 530.00
`PROP. 6 WIDE
CONCRETE PILOT
CHANNEL ®0.205 SL 52500 MINIMUM 525.00
52000 520.00
51500 51500
0+00 1+00 2+00 2+50
PROFILE VIEW OF SECTION A —A
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
I
. 10' N1
CACOESS ROAD
PROP
PROP
OLC65
FENCE (IYP.)
R
-')
_
-
-
.
TOP OF POND.
_PROP. � 100 YE
OEI�TION -IN -
ISf
PROP. WAINWNINCE v1FI�R
RAMP tz WSEl- Spi.O
INI. I YEI
/s
TER �'
TAINEG WAIL (ut OR ERS)
-
-
—
0+00 1+00 2+00 3+00
PROFILE VIEW OF SECTION B—B
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
550.00
545.00
540.00
535.00
530.00
52500
3+60
' ENGINEERING TITLE: EXHIBIT B - 3
I1
tlba MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714S.Greenville Avenue - Suite 100-Allen, TX 75002 PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT SCALE:(H) 1 "=100'
T:972.534.2100
www dynaM .. LEON CAPITAL GROUP M 1 10'
DRAWN DRAWN BY:
Texas Regrsfered Engmeenng FinNo. F73660
TARRANT COUNTY, TEXAS JOB No: ll
CHECKED BY: DATE: 3850 TARRANT MAIN STREET �2793-22-02133J
JK JTE 7/2/2025 EULESS, TX 76040
Plotted: 07/03/25 - 4:57 PM, By: arojas
He: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV-EXHIBIT B.DWG, ---> EXHIBIT B-3
z
� sso 00
O
ti
ti
54500
NMI
1 11
525.00 ---
�o
52000
51800
0+00
24" HOPE
w ® 0.23% S
z
U
Q
6+SS
- PIPE CROSSING
6' PVC: BOP: 530.25
24" RCP. TOP. 529.75
SEP/R ON: 0.50'
24" HOPE 24" HOPE
0 0.23% SL 0 0.23% SL
I
N < �
I I I
1+00 2+00 3+00 4+00
PROFILE VIEW OF SD-3
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
5+00
100' ONCOR
EXIST GRADE
® CL OF PIPE
PROP (RADF
® CL OF PIPE
24" HOPE
® 0.23% SL.
ar R zii
as o�:wSi
� I
$ HOPE
0.23% SII.
®
o �
��
7+00 8+00 9+00 10+00 11+00
PROFILE VIEW OF SD-3
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
550.00
545.00
540.00
535.00
530.00
525.00
�= 520.00
518.00
11+75
' ENGINEERING TITLE: EXHIBIT B - 4
I1
tlba MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714S.Greenville Avenue - Suite 100-Allen, TX 75002 PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT � SCALE:(H) 1 "=100'1
T: 972.534.2100 J
www dyneM .. LEON CAPITAL GROUP M 1 =10,
Texas Registered Engin-9 Fin No. F73660 TAR RANT COUNTY, TEXAS
DRAWN BY: CHECKED BY: DATE: 3850 TARRANT MAIN STREET JOB JK JTE 7/2/2025 EULESS, TX 76040 �2793-22-02133
Plotted: 07/03/25 — 4:57 PM, By: arojas
File: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV—EXHIBIT B.DWG, ---> EXHIBIT B-4
— --------------
I
�
II
ENGINEER'S NOTE:
1 REFER TO DRAINAGE REPORT DS-22-0271 PREPARED BY DYNAMIC ENGINEERING DATED
06/21/2023 FOR EXISTING CONDITIONS AND DETENTION ANALYSIS.
2. DA-1 — DA-4 ARE DESIGNED FOR ULTIMATE FLOW OF FUTURE TRAILER STALL IMPROVEMENTS
WITHIN THE NORTHERN PORTION OF THE DRAINAGE AREA.
DRAINAGE AMA DESIGN CRITERIA
DS erffp
DESIGNSIcxA11Dx
A-
-A
usn (MRES) goo m "'ff (CFI)
'IW = CH
C = RUNOFF COERICIENT = VMIES, SEE HYgtOW GLCU A110x5 IRIS SHEEP
I1W = DI"FP IMENSxY = MISS, SEE MRXCU A MS IRIS SHED
A = MFA IN ACRE
PROPOSED DRAINAGE AREA MAP
4 DYNAMIC TITLE:
DENGINEERING
(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
-----------
GRAPHIC SCALE
0 75 150
( IN FEET)
1 INCH = 150 FT
EXHIBIT B-5
300
714S.Greenville Avenue - Suite 100-Allen, TX75002 PROJECT: NKUN' LU INUUJIKIAL ULVLLUFMLNI SCALE:(H) 1 =150'
T:972.534.2100
wHav dynemiceccom LEON CAPITAL GROUP M
Texas Registered Engin—g Fin No. F73660 TAR RANT COUNTY, TEXAS
DRAWN BY: CHECKED BY: DATE: 3850 TARRANT MAIN STREET JOB JK JTE 7/2/2025 EULESS, TX 76040 2793-22-02133
Plotted: 07/03/25 — 4:57 PM, By: arojas
File: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBfT B\REV—EXHIBIT B.DWG, ---> E)(HIBrr B-5
..
�J ��
N.)$� 0-
,----
— — LIFT OR =711ROANCE I — — —
545
7N57R0(dfF AD-027096082, MSTR/MfM NO 0221067486,
OPRTCT 0PRTC.T
LIMIT OF DISTURBANCE : 620,3268F. ( 14.24Ac.)
EROSION CONTROL LEGEND
—
PROP LIMIT OF DISTUR6ICE HNE
—s�—u—
PROP SILT FENCE LINE
PROP TREE PROram FENCE IIHE
PROP ROCK CHECK DAM
❑
PROP CONSTRUCTION ENTRANCE
PROP IN- PROHRMN.
EROSION CONTROL PLAN
'DYNAMIC TITLE:
ENGINEERING
(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
I
I
GRAPHIC SCALE I $
0 75 150
( IN FEET)
1 INCH = 150 Ff
EXHIBIT B-6
300
714S.Greenville Avenue - Suite 100-Allen, TX75002 PROJECT: NKUN' LU INUUJIKIAL ULVLLUFMLNI SCALE:(H) 1 =150'
T:972.534.2100
www dyH.., .. LEON CAPITAL GROUP (v)
Texas Regrsfemd Engun—g Fin No. F-13660 TAR RANT COUNTY, TEXAS
DRAWN BY: CHECKED BY: DATE: 3850 TARRANT MAIN STREET JOB JK JTE 7/2/2025 EULESS, TX 76040 2793-22-02133
Plotted: 07/03/25 — 3:26 PM, By: arojas
Flle: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV—EXHIBIT B.DWG, ---> EXHIBIT B-6
x A JL
tffE s,z' N�x�ae'0m`v
VIEW LOOKING UPSTREAM
1s o
SECTION A - A
t. - ;fir �Awc sxe suwlwP°°sx n 'a' W+o
____ �coiNr •�• I vps b.
1Vo�1Y,�"dNiydnpdfp
SPACING BETWEEN CHECK DAMS
�'. �'' � S!� fit, %� •!a►�' �'�
PROFILE MEW
su
`sTIHWunonµo s°��ias:011wam Aa:
6waw°ra s� xn u n PLAN NEW
NTS
ROCK CHECK DAMzolt�.9+�'" STABILIZED CONSTRUCTION I I rzo%1o�
I IOCL'0411060A"""'"°"`
' ENTRANCE I I0CT.'04 107oA-
EROSION CONTROL DETAILS
4 DYNAMIC
ENGINEERING
D(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714 S. Greenville Avenue - Suite 100 - Allen, TX 75002
T:972.534.2100
www dynem—..
Texas Registered Engin—g Fin No. F-13660
DRAWN BY: CHECKED BY: DATE:
JK JTE 7/2/2025
STONE OVERFLOW STRUCTURE
SILT FENCE 20%5�
I 1 OCT. '041 1020A
TITLE: EXHIBIT B - 7
PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT SCALE:(H) N.T.S.
LEON CAPITAL GROUP M
TAR RANT COUNTY, TEXAS
3850 TARRANT MAIN STREET
EULESS, TX 76040
JOB No:
2793-22-02133
Plotted: 07/03/25 - 3:26 PM, By: arojas
Flle: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV-EXHIBIT B.DWG, ---> EXHIBIT B-7
ha SEE GRADING PLAN FOR SPILLWAY LOCATION
BASIN ID ITOP OF WALL SPILLWAY DIMENSION (FT)
INJ (ELEV (ELEV) A
TAT -GRADE BAS I 53775 536.75 ED,
° I ..A.,
PROP CONCRETE FLUME - SEE GRADING PLAN
SEE GRADING PLAN TOPSOIL STABILIZED W/ SOD OR
SEED PER SIZE PLANS
WATER TIGHT WALL
i0 BE DESIGNED BY OTHERS
SECTION A -A
WATER TIGHT WALL TO BE DESIGNED BY OTHERS
EMERGENCY SPILLWAY WITH RIP -RAP DETAIL
NOT TO SCALE
I IL
I I
r y f BUILT D TRASH RACK
WEEDr IS
0CC BOLTmETO STRUCTURE
I I
PILM AN
I I
I I
DETER DON
POND 10011t TOP OF SD MH TO BE OPEN WITH TRASH RACK
WE ELEV = 5352 r RIM = 5355 (SEE DETAIL THIS SHEET)
. 3 .
PROP. 4' PRE -CAST OUTLET 26' MIN ,
STRUCTURE _ 24° PIPE DIA. _
THICK GALVANIZED STEEL .. ,
PLATE WITH MACHINED CUT-OUT M
MATCH FL PIPE WTTH FL
BRIDGE PLATE
Ag"A' CONCRETE BOLT— ORIFICE DIA = 15' ON FACE OF STRUCTURE
ANCHORS PLACED AT FL = 52837
EACH CORNER 4'
I -
OUTLET DETAIL
NOT TO SCALE
4 DYNAMIC
ENGINEERING
D(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
3" MIN.
OVERLAP
WALL OPENING
NONCORRODIBLE
REMOVABLE
EXPANSION
ANCHOR BOLTS
J" THICK GALVANIZED STEEL
PLATE WITH MACHINED CUT-OUT.
MATCH FL PIPE WITH FL
ORIFICE PLATE
ORIFICE INVERT
TOP OF SLAB OR LOW
B FLOW CHANNEL INVERT
FRONT VIEW
NOTES. 1. PLATES GENERALLY NOT REQUIRED FOR ORIFICE DIAMETERS OR WEIR
LENGTH GREATER THAN 15".
2. ALTERNATIVE MATERIALS MAY BE UTILIZED AS APPROVED BY ENGINEER.
ORIFICE PLATE DETAILS
NOT TO SCALE
SEE PLANS
KNISH GROUND 0.5% MAX
XO
3000 PSI CONIC Q 28 DAYS NO 3 BARS N0. 3 BARS
a 18' 01 0 12* OC.
DRAINAGE FLUME DETAIL
Nol TO SCALE
TILE: EXHIBIT B-8
714S.Greenville Avenue - Suite 100-Allen, TX75002 PROJECT: iKUN' LU INUUJIKIAL ULVLLUFMLNI SCALE:(H) N.T.S.
T:972.534.2100
www dyA.., c.. LEON CAPITAL GROUP M
Texas Regrslemd Engune gFinNo. F-13660 TAR RANT COUNTY, TEXAS
DRAWN BY: CHECKED BY: DATE: 3850 TARRANT MAIN STREET JOB JK JTE 7/2/2025 EULESS, TX 76040 2793-22-02133
Plotted: 07/03/25 - 3:17 PM, By: arojas
File: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV-EXHIBIT B.DWG, ---> EXHIBIT B-8
o,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
WALL TYPE 3-A - MAX. 4(H):1(V) SLOPE BEHIND WALL NO LIVE
I�OOR� DEAD )�LOADS BEHIND WALL WITHIN 1.5X EXPOSED THE HT. OF WALL W/
O7 raI x.qx x xx rArti0 0•-To. a -l1«7 r� 4� QylF�pi ` et ,.i wa.e mwe T sMmrA • sMo
17- 0' 3'-0' 0'J' N r laMlAO t'-0'
O b YroY a-., R'ro 0•-w r
-e' a-0' Y 01-0' ro'-ee Y-o'
- V a-t
a-t0' 3'-0' 0'-0' a-0' 10• t•-0'
i I e_0 _ _ 0•-Io• _ _ _ I
s -. -, a-1 0-, -0 J-J ,-. ,wa
1
2 1: WALL SECTION W/ RCP THROUGH WALL
PTb' L JNAI I FI NATION W/ RCP THROUGH WALL
I'D U'+I :omux =once.x�nmwmnicurm�.wanruvyala,—'Ae�m�L — Lwu
®TYPICAL MASONRY GRAVITY WALL SECTION
SCNE: NONE
***STRUCTURAL DESIGN BY OTHERS. INCLUDED FOR REFERENCE ONLY***
4 DYNAMIC
ENGINEERING
D(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714 S. Greenville Avenue - Suite 100 - Allen, TX 75002
T:972.534.2100
Texas Registered Engin—g Fin No. F-13660
DRAWN BY: CHECKED BY: DATE:
JK JTE 7/2/2025
TITLE: EXHIBIT B - 9
PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT SCALE:(H) N.T.S.
LEON CAPITAL GROUP M
TAR RANT COUNTY, TEXAS
3850 TARRANT MAIN STREET
EULESS, TX 76040
JOB No:
2793-22-02133
Plotted: 07/02/25 - 6:16 PM, By: arojas
File: \\decpc.local\decloldere\Data\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBIT B\REV-EXHIBIT B.DWG, ---> EXHIBIT B-9
W/LATEST
DRAWINGS
PTW 1: WALL SECTION W/ RCP THROUGH WALL
SCALE: NONE
I '—III—III—III—III—III—III— I I —III —III —III —III —III —III —I I
=III=III=III=III=III=I I=III: =III=III=I I �=III=III=III=III=
I I ONE 5 TO BE --
MORTARED TOGETHER TOP,
BOTTOM, FRONT AND BOCK
O r O.C. x LONG
�N -0 EXPEND FRONDOF
S
�1.5x PIPE Dbl-------- J�1.5x PIPE DIA�
I I VERIFY WRH CIVIL ENG. DRAWING
I I—III—III—III—i —III—III— I I —III —I i i—I I i—i i i—i i i—i I I—i i t
C
PTW 2: WALL ELEVATION W/ RCP THROUGH WALL
SCALE: NONE
4 DYNAMIC
ENGINEERING
D(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714 S. Greenville Avenue - Suite 100 - Allen, TX 75002
T:972.534.2100
—dynem—..
Texas Regrslemd Engun—g Fin No.F-13660
DRAWN BY: CHECKED BY: DATE:
JK JTE 7/2/2025
TITLE: EXHIBIT B -10
PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT SCALE:(H) N.T.S.
LEON CAPITAL GROUP M
I COUNTY, TEXAS
3850 TARRANT MAIN STREET
EULESS, TX 76040
JOB No:
2793-22-02133
Plotted: 07/02/25 — 6:16 PM, By: arojas
He: \\decpc.local\decloldere\Data\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Exhibits\EXHIBrr B\REV—E)(HIBIr B.DWG, ---> EXHIBIT B-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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 11/19/2020 JLE
FORT WORTH
Facility Name:
Exhibit "D"
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Basin/Pond Number: Inspected By:
Type of Inspection: Annual , Quarterly , Monthly
Basin Conditions:
Facility Agreement Number:
Date:
, Routine , or Storm Event , (# days since event
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:
0
Fort We th
Stormwater
Management
Owner's Representative
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17