HomeMy WebLinkAboutContract 61944-RV1Date Received: 8/18/2025 Permit No.: SWFMA-25-0028
3:37 p.m. 61944-RV1
Time Received: City Secretary No.:
REVOCATION OF
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into by and between LCG21 Trinitv II.
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 a
tract of land situated in the G.W. Couch Survey, Abstract No. 279, Tarrant County, Texas
according to the deed recorded in Instrument No. D222025363 in the Deed Records,
Tarrant County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner applied for certain development permits for the
Property with the City of Fort Worth in approximately September 2024, however the
anticipated development did not subsequently occur; and
WHEREAS, the Landowner and City executed a Stormwater Facility Maintenance
Agreement ("Agreement") for the drainage facilities anticipated to be constructed during
development, and which was filed with the City as City Secretary Contract No. 61944 and
which is recorded in Instrument No. D224160208 in the Deed Records, Tarrant County,
Texas; and
WHEREAS, the Landowner and City wish to revoke said Stormwater Facility
Maintenance Agreement because it is moot by virtue of the anticipated drainage facilities
having never been constructed, and it is in the interest of the parties to revoke the
Agreement; and OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 1 of 4
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 Stormwater Facility Maintenance Agreement (City Secretary Contract No.
64944 recorded in recorded in Instrument No. D224160208 in the Deed
Records, Tarrant County, Texas is hereby revoked, and the obligations of the
parties as stated therein are mutually terminated.
2. The parties to this Revocation represent that the foregoing recitals are true, that
they possess sufficient interests in the Property to make this Agreement, and
that they are legally authorized to execute this agreement.
3. This Agreement shall be recorded among the deed 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 owners association.
[THE REMAINDER OF THIS PAGE TO REMAIN BLANK]
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 2 of 4
Executed this 18th day of August
CITY OF FORT WORTH
1
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 08/18/2025
Approved as to Form and Legality:
M. Kevin Anders, II (Aug 12, 2025 17:33:13 CDT)
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
2025.
LANDOWNER
LCG21 Trinity II, LLC
a Texas limited liability company
By: LCG2 INVESTMENTS MANAGER,
LLC
a Texas limited liability company
its manager
Name: Sean Wood
Its: Authorize Signatory
Date: 7/-2
5
Contract Compliance Manager:
08/12/2025 By signing, I acknowledge that I am the
Date: person responsible for the monitoring and
administration of this contract, including
FORT �l a�
Sao 000 ensuring all performance and reporting
ATTEST: °�� op o
aka Al
requirements.
Jannette S. Goodall
City Secretary Kandice Merrick
08/18/2025 Planning Manager
Date: Date: 08/12/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 3 of 4
STATE OF TEXAS §
COUNTY OF TARRANT
This instrument was acknowledged before me on August 18th, 2025 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
e
KATHLEEN BRADFORD
NotaryPublicSTATE OF TEXAS
Notary I.D. 12197197
My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF (t5
COUNTY OF D, 1 lc
Notary Public, State of Texas
0
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
(G X,S , on this day personally appeared VJ,�
(name), (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 L(,61o), lrnr �--I I ( LL6 (entity), a
(11P) 9r-r f (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this / 4 day
of ,Av,20
Notary Public, State of T6, S
J.pR......I LANDON MCDERMOTT . � 4
ocNotary Public, State of Texas
Ps CommTres 05-1. Ex
' •••• +. P 9-2027
Notary ID 134370303
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 4 of 4
D224160208 09/09/2024 09:56 AM Page: 1 of 23 Fee: $108.00 Submitter: COFW TPW STORM WATER DEV
Electronically Recorded by Tarrant County Clerk in Official Public Records
MARY LOUISE NICHOLSON
COUNTY CLERK
Date Received: 9/4/2024 Permit No.: SWFMA-24-0062
Time Received: 4:12 p.m. City Secretary No.: 61944
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 4th day of September
20 24 , by and between LCG2I Trinity II, LLC, a Texas limited liability company,
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
tract of land situated in the G.W. Couch Survey, Abstract No. 279, Tarrant County, Texas
according to the deed recorded in Document No. D222025363, 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 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
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
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 1 of 11
D224160208
Page 2 of 23
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
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN
Page 2 of 11
D224160208
Page 3 of 23
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
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN
Page 3 of 11
D224160208
Page 4 of 23
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.
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN
Page 4 of 11
D224160208
Page 5 of 23
Executed this 4th day of September
CITY OF FORT WORTH
DanaQana B i hdohl
Dana Burghdoff (Sep 4, 02415:51 CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Sep 4, 2024
Approved as to Form and Legality:
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date: Sep 4, 2024
ATTEST:
Jannette S. Goodall
City Secretary
Date: Sep 4, 2024
2024
LANDOWNER
LCG2I Trinity II, LLC,
a Texas limited liability company
By: Sean Wood
Its: Authorized Signatory
r !
Date:
J
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.
�a
Rehecca nen (Sep 4, 2024 14:36 CDT)
Rebecca Owen
Planning Manager
Date: Sep 4, 2024
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN
Page 5 of 11
D224160208
Page 6 of 23
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on September 4th, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
O�PtiYP(BROOKE BONNELL
_ Notary Public ,
* * STATE OF TEXAS
N9�P Notary I.D, 134009525 OF
My Comm. Exp. Oct. 11, 2026 '
LANDOWNER
STATE OF X� ,
COUNTY OF
Brooke Bonnet[ (Sep 4, 2024 15:55 CDT)
Notary Public, State of Texas
0
M
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
�a6CG , on this day personally appeared Sean Wood, Authorized Sianatorv,
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 LCG2I Trinitv 11, LLC, a Texas limited liabilitv
com>aanv, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this �day
of �eocm�" , 20 a`-
/
Notary Public, State of
LANDON MCDERMOTT
Notary Public, State of Texas
:" zc Comm. Expires 05-19-2027
•�y�,OF,�i.`�
Notary ID 134370303
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
0
D224160208
Page 7 of 23
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
D224160208
Page 8 of 23
FIELD NOTES DESCRIBING 75,822 SQ. FT. (1.7406 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 1.7406 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 II, 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 21 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 feet 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 feet to a point for corner;
North 00 degrees 00 minutes 40 seconds West, a distance of 144.10 feet to a point for corner from
which an angle point on the west line of said Lot 1 bears South 59 degrees 41 minutes 13 seconds West,
a distance of 39.29 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 56 degrees 28 minutes 55 seconds East, a distance of 89.98 feet to a point for corner;
North 00 degrees 00 minutes 00 seconds East, a distance of 92.84 feet to a point for corner;
North 90 degrees 00 minutes 00 seconds West, a distance of 1.00 feet to a point for corner;
North 00 degrees 00 minutes 00 seconds East, a distance of 14.00 feet to a point for corner;
S859-Id-del rev3.docx
Garcia Land Data, Inc. TBPELS Firm No. 10136500
Page 1 of 6
D224160208 Page 9 of 23
North 90 degrees 00 minutes 00 seconds East, a distance of 10.75 feet to a point for corner;
North 70 degrees 52 minutes 35 seconds East, a distance of 14.54 feet to a point for corner;
North 05 degrees 17 minutes 41 seconds West, a distance of 52.71 feet to a point for corner, said point
being the beginning of tangent curve to the right, having a radius of 45.00 feet and chord which bears
North 41 degrees 12 minutes 15 seconds East, 65.28 feet;
Northeasterly, with said curve, through a central angle of 92 degrees 59 minutes 53 seconds, for an arc
length of 73.04 feet to a point for corner and the end of said curve, said point being the beginning of a
tangent curve to the right, having a radius of 3,699.22 feet and a chord which bears South 89 degrees 16
minutes 24 seconds East, 390.22 feet;
Southeasterly, with said curve, through a central angle of 06 degrees 02 minutes 48 seconds, for an arc
length of 390.40 feet to a point for corner and the end of said curve, said point being the beginning of a
tangent curve to the right, having a radius of 45.00 feet and a chord which bears South 56 degrees 27
minutes 21 seconds East, 44.72 feet;
Southeasterly, with said curve, through a central angle of 59 degrees 35 minutes 18 seconds, for an arc
length of 46.80 feet to a point for corner and the end of said curve;
South 26 degrees 39 minutes 42 seconds East, a distance of 51.24 feet to a point for corner, said point
being the beginning of tangent curve to the right, having a radius of 45.00 feet and chord which bears
South 13 degrees 53 minutes 01 second West, 58.50 feet;
Southwesterly, with said curve, through a central angle of 81 degrees 05 minutes 27 seconds, for an arc
length of 63.69 feet to a point for corner and the end of said curve;
South 45 degrees 29 minutes 04 seconds West, a distance of 33.20 feet to a point for corner;
North 89 degrees 46 minutes 37 seconds West, a distance of 115.72 feet to a point for corner;
North 32 degrees 10 minutes 26 seconds West, a distance of 20.55 feet to a point for corner;
South 89 degrees 58 minutes 49 seconds West, a distance of 284.53 feet to a point for corner, said point
being the beginning of tangent curve to the right, having a radius of41.49 feet and chord which bears
North 55 degrees 34 minutes 21 seconds West, 43.46 feet;
Northwesterly, with said curve, through a central angle of 63 degrees 10 minutes 25 seconds, for an arc
length of 45.74 feet to a point for corner and the end of said curve;
South 70 degrees 42 minutes 35 seconds West, a distance of 15.15 feet to a point for corner;
South 00 degrees 00 minutes 00 seconds East, a distance of 2.20 feet to a point for corner;
North 90 degrees 00 minutes 00 seconds West, a distance of 1.00 feet to a point for corner;
5859-Id-del rev3,docx
Garcia Land Data, Inc. TBPELS Firm No. 10136500
Page 2 of 6
D224160208
Page 10 of 23
South 00 degrees 00 minutes 00 seconds East, a distance of 121.10 feet to a point for corner;
South 89 degrees 20 minutes 15 seconds West, a distance of 33.52 feet to a point for corner;
South 56 degrees 28 minutes 55 seconds West, a distance of 49.78 feet to a point for corner;
South 00 degrees 00 minutes 40 seconds East, a distance of 137.66 feet to a point for corner;
North 89 degrees 59 minutes 20 seconds East, a distance of 1.00 feet 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 feet 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 "GLD" for corner;
South 53 degrees 00 minutes 21 seconds West, a distance of 3.82 feet to a 1/2-inch iron rod set with cap
stamped "GILD" 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, 75,822 square feet or
1.7406 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 Number D223031118, O.P.R.T.C.T.
i
Rene M. Salinas, R.P.L.S. No. 6093
5859-id-del rev3.docx
Garcia Land Data, Inc. TBPELS Firm No. 10136500
Page 3 of 6
D224160208
Matchline
Page 11 of 23
LOT 1 -R,
BLOCK 8
— TOWNWE OF
r,ANDON AMMON
— INST. NO. 0213125260, —
O.P.R.T.C.T
C\l
G. W
W WW
LOT 1, BLOCK A
CO
TARRANT MAIN ADDITION
z
...
INST. NO. D223031118
<
O.P.R.T.C.T.
See
IL
Z >-
C)
Detail Y
o
Cr>
�
DRAINAGE EASEMENT
0')
75,822 soq. Ft.
C,
or 1.7406 Ac.
o
(by this document)
0
Z�
.7.
C;
-,izc)
--- -
- ----
See Detail
-c'
Y.:
S89'25'35"W 845A 0'
COUCH SUR BEY
CT NO. 279
(owner)
LCG21 TRINITY 11, LLC
INST. NO. D222025363
O.P.R.T.C.T.
o FERRIS STREET
(60' RIGHT OF WAY PER VOLUME 106, PAGE 114, P.R.T.C.T.)
114 Inr (CM) P.O. B.
SUMN PARKER
INST. NO. D221083240
Io
0,PR.T.C.T. I
Lot 1
/--DRAINAGE
..........
EASEMENT
0
(by this
1-33 IRS document)
IRS L30
Rio'0, �IRS
of L32 L31 'IRS
1
CS �
ci
(01 FERRIS STREET
I P.O.B.
DETAIL 'A'
not to scale
LEGEND
CM
Controlling Monument
IRF
Iron Rod Found
IRFC
Iron Rod Found w/Cap
IRS
Iron Rod Set w/Cop
stomped "GLD"
INST, NO.
Instrument Number
0. P. R.T. C.T.
Official Public Records of
Tarrant County, Texas
PFC:
Point for Corner
P.R.T.C.T.
Plot Records of
Tarrant County, Texas
Pg.
Page
P.O.B.
Point of Beginning
Vol.
Volume
General Notes:
...........
L 5
PFC PFC
a-
-j
PFC4JH J:; PFC
L3
1. BASIS OF BEARINGS is the south line of Lot 1, Block A, Tarrant Main
Addition, as recorded in Inst. No. D223031118, O.P.R.T.C.T.
2. Deed and plot references are Tarrant County records.
3, This map to accompany legal description.
DETAIL '13'
not to scale
50, 100'
SCALE 1"=100'
*** SEE PAGE 6 OF 6 FOR LINE AND CURVE TABLES ***
VARIABLE WIDTH DRAINAGE EASEMENT
BEING A 75,822 SQ. FT. (1.7406 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 I DATE: 8/263/2024
Garcia Land Data, Inc. JPROJ: 5859
L T 114.987-0149 6210C.111Pb61Rd.,S1,.]10
F 214-987-4026 DAa�.TX75248A388 TOPLS Fim No, 10136500 1 PAGE 4 OF 6
D224160208
Page 12 of 23
See
G. W. COUCH SURVEY
ABSTRACT NO. 279
LOT 1, BLOCK 1,
5/8" IRF DWYER ADDITION
CABINET A, SLIDE 5883,
P.R.T.C.T.
�0�� �G� > > 5' UTILITY EASEMENT
z QO�iG�. Deto;l D VOL. 386-58, PG. 147
P.R.T.C.T.
e' - —J� —!.: ::::::.........................
N i.:.:...... :::::.....:::.....` ...: C
112� QA : 1:::::;;:::......:::.::::::.:::::::::::::.:::::.:::::..:::::.:
`4':sort{:i........................................................
:...::.................................:::::.::.:::.:::::::::.::::.:::::::..:::::::::::.::.erc:::ibfi9':::::::::::::. PFC
!1F . ...::::�::� ..... :::::iii:r:::ii: r:::i;ii:: is ii...:i:::::::::i:i ii :(C SZiU7il:ii:::::::{:i.::.::.i
PFC-... ... :': :; :: . ::::::::.:::::::.::::::::::
..................................... b
PFC
L11 PFC
D ETAI L ' C'
not to scale
LEGEND
CM
Controlling Monument
IRI=
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:
TRINITY
BOULEVARD
0.58'
LOT LINE
Lot 1
.. ......... .................
:;;? DRAINAGE EASEMENT=;;:;;
;: (by this document);;
DETAIL 'D'
not to scale
1. BASIS OF BEARINGS is the south line of Lot 1, Block 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.
0 50, 100'
SCALE 1"=100'
*** SEE PAGE 6 OF 6 FOR LINE AND CURVE TABLES ***
VARIABLE WIDTH DRAINAGE EASEMENT
BEING A 75,822 SQ. FT. (1.7406 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 Inc.(DATE: 8/26/2024
Garcia Land Data, InI PROJ: 5859
L 214-9S746 6210 Cam bell Rd.. W. I10
F zla-9s7-lD2oze oaN:.r7sz<is-Isas PAGE 5 OF 6
TESFLS Firm No. 10176500
D224160208 Page 13 of 23
LINE TABLE CURVE DATA TABLE
LINE BEARING DISTANCE
L1 N53' 00' 21 "E 14.10' I Curve A Central Angle Radius Arc Chord Bearing
L2 N00' 00' 40"W 253.04' I Name and Direction Length and Distance
1-3 S89' 59' 20"W 1.00' I C1 92'59'53" (Rt.) 45.00' 73.04' N41'12'15"E, 65.28'
L4 NOO' 00' 40"W 14.00' I C2 06'02'48" (Rt.) 3,699.22' 390.40' S89' 16'24"E, 390.22'
L5 N89' 59' 20"E 1.00'
I C3 59'35'18" (Rt.) 45.00' 46.80' S56'27'21 "E, 44.72'
L6 N00' 00' 40"W 144.10'
L7 N56' 28' 55"E 89.98' I C4 81'05'27" (Rt.) 45.00' 63.69' S13'53'01"W, 58.50'
L8 NOO' 00' 00"E 92.84' C5 63' 10'25" (Rt.) 41.49' 45.74' N55'34'21 "W, 43.46'
L9 N90' 00' 00"W 1.00'
L10 N00' 00' 00"E 14.00'
L11 N90' 00' 00"E 10.75'
L12 N70' 52' 35"E 14,54'
L13 N05' 17' 41 "W 52.71'
L14 S26' 39' 42"E 51.24'
L15 S45' 29' 04"W 33.20'
L16 N89' 46' 37"W 115.72'
L17 N32' 10' 26"W 20.55'
L18 S89' 58' 49"W 284.53'
L19 S70' 42' 35"W 15.15'
L20 S00' 00' 00"E 2.20'
L21 N90' 00' 00"W 1.00'
L22 S00' 00' 00"E 121.10'
L23 S89' 20' 15"W 33.52'
L24 S56' 28' 55"W 49.78'
L25 S00' 00' 40"E 137.66'
L26 N89' 59' 20"E 1.00'
L27 S00' 00' 40"E 14.00'
L28 S89' 59' 20"W 1.00'
L29 S00' 00' 40"E 259.03'
L30 S53' 00' 21 "W 3.82'
L31 S89' 25' 35"W 20.21' I ��
L32 S89' 25' 35"W 18.74'
L33 S89' 25' 35"W 8.74'
L34 S59' 41' 13"W 39.29'
�26202
General Notes:
1. BASIS OF BEARINGS is the south line of Lot 1, Block 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.
VARIABLE WIDTH DRAINAGE EASEMENT
BEING A 75,822 SQ. FT. (1.7406 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
hand
nir9 jn I DATE: 8/26/2024
GdPl,l�l band lJlllll� Ill' I PROJ: 5859
L�U T 214-987-U149 Wlli,, X75 8-138 c. I10
F 2SFim-1026 Uallas,TX752dy-Il%9 PAGE 6 OF 6
T131'LS Firm No. 10136500
D224160208
Page 14 of 23
EXHIBIT `B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
D224160208
Page 15 of 23
PROP. DRAINAGE EASEMENT
i _
/ x x rv�
15431 154"_
.E
1540 A�
:559: 1 MAX
I r I S PLEX Vie' I:nl i�OPE
SR'
11571
�44:1 MA)<
16OPE .��.
_ � 5
`I 54L _ .,
541
�— —7 542
PROP.
(BY OTHERS) CONCRETE
365 OF 6MASONRY GRAVITY -' WIDE
CONCRETE PILOT CHANNEL
SWFM1 UMITS: AT 0.208 PROP. MAINTENANCE
a SWFMA-23-0038 -PROP. 4' X 4' SD MH WITH 15' ORIFICE RAMP ® 12.8%
_ i I PLATE WITH TRASH RACK TO BE PLACED -- -- — ---_ «\
ON FACE OF STORM DRAIN STRUCTURE PROP. EMERGENCY - 'A6
TOP OF SO MH TO BE OPEN WITH TRASH SPILLWAY WITH RIP -RAP
RACK. SEE CONSTRUCTION DETAILS.
p�
EMERGENCY OVERFLOW PATH �-
11 �i. 11 PROP. 12' WIDE FLUSH CURB FOR
ACCESS TO DETENTION BASIN FOR
O r _ LLL MAINTENANCE PURPOSES.
m m
I'
I
PROP. VARIABLE WIDTH PRIVATE
DRAINAGE EASEMENT �V I
(BY SEPARATE INSTRUMENT
I
� W-- E
�V A
--
w _
53_' -
�I T, PROP. CONCRETE HEADWALL
SCALE
PER TXDOT CH-PW-S DETAIL 50 110 2;,0
PROP. CONCRETE UNED DITCH IN FEET )
1 INCH = 100 FT
DYNARRIC
ENGINEERING
(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714 S.
Greenville Avenue - Suite 100 - Allen, TX 75002
T:972.534.2100
www.dynamicec,c
Tex Registered Engine gFum No F-13660
BY:
CHEJITED EY:
DATE:
�DRANH
JK
JTE
9/9/2024
TITLE: EXHIBIT B -1
PROJECT: PROPOSED INDUSTRIAL DEVELOPMENT sCALE:;H> I "-I' i,
LEON CAPITAL GROUP �l)
TYRRANT C0l1NTY, TEXAS
7350 TARRANT MAIN STREET 1CP N,
EULES TX -&-4 D 22 i121 i
Plotted: 05/09/24 — 10:01 AM, By. jkaplan
File: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\EzhiVts\EXHIBB B\REV—EXHIBIT B.DWG, ---> EXHIBR 8-1
D224160208
Page 16 of 23
545.00 - _ - - - 545.00
EXIST. GRADE _
G: 542.0
PROP. GRADE
540.00 - - 540.00
PROP.
_ DETENTION
BASIN
- 535.00
535.00 -
PROP.
530.00 - Ilm- •' RETAINING - 530.00
_ROP. 6' WIDE _
_ CONCRETE PILOT _
525.00 MNEIL 525.00
0+00 1+00 1+50
PROFILE VIEW OF SECTION A -A
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
NIM
90100
0 30
5 9
S31.00
0.67
84
S12.w
1.05
10.2
583100
1.43
11.8
E24100
2.83
13.2
9500
2.25
14.5
536100
2.74
15.6
537.00
3.32
16.7
E28.00
2.98
17.7
S39100
4.73
18.7
S70.00
5.E
19.6
5A1,00
6M
20.5
545.00
EXIST. GRADE
540.00 -
535.00
`1
530.00
L PROP. 6' WIDE
CONCRETE PILOT
CHANNEL
525.00 1
0+00 1+00 2+00 3+00
PROFILE VIEW OF SECTION B-B
HORIZONTAL SCALE: 1'=100'
VERTICAL SCALE: 1"=10'
PROP. GRADE
'ROP.
NETAINING
WALL
1 1
4+00 5+00
550.00
- 545.00
- 540.00
- 535.00
- 530.00
525.00
5+50
■
DYNAMIC
NG N ERING T�TJE: EXHIBIT B - 2
(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714 S. Greenville Avenue - Suite 100 - Allen, TX 75002 PRCJECT: PROPOSED INDUSTRIAL DEVELOPMENT 'CALF:;") 1� 1oc�'
T:972.534.2100
www.dynamlcec,- LEON CAPITAL GROUP
T-x Registered Engineenng F,. No F-13660 ,
T�RRANT Jl1NTY, TEXAS
�DRANN BY: CHEJhED EY: DATE: 7 3SK TARRANT MAIN STREET 1CP N,
JK JTE (--)/9/2(-124 Ei 1LES TX -&-4 �J 22 i121 i
Plotted: 05/09/24 - 9:59 AM, By: jkaplan ■
He: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\EzhiVts\EXHIBIT B\REV-EXHIBIT B.DWG, ---> EXHI81'r 8-2
D224160208
Page 17 of 23
tt1
545.00
1
,
540.00
—
PROP. GRADE
w
w
S
rn
535.00
1
- 24' RCP
�—
w
- 0 013% SL
530.00
—
24' RCP
w
?_17 SI
PROP. GRADE TO
- EXISTING CULVERT
LL 24' HOPE
0 0.23% SL
=
U
t
525.00
—
c�S2
520.00
—
d& i t 1& r
o_jrd d,--
E2d
518.00
0+00 1+00 2+00
3+00
PROFILE NEW OF SD-3
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1'=10'
550.00
100' ONCOR
TRANSMISSION
EASEMENT
— 545.00
— 540.00
� 1
w
PIPE CROSSING:
— 535.00
6' PVC: BOP: 531.33
24' RCP: TOP: 530.03
=
SEPARATION: 1.30'
W , 24' HOPE
w HO
24' HOPE
24" HDPE
0 0.23% SL
24' HOPE
00.22R SL
LL `
— 530.00
c� ®4"
SL
6 0.23R SL.
€
m 3 Q
W
igg O
c�m
— 525.00
1,8
��s�
N
Giles&d�$s�
—520.00
518.00
4+00
5+00
6+00
7+00
7+50
PROFILE VIEW OF SD-3
HORIZONTAL SCALE: 1'=100'
VERTICAL SCALE: 1"=10'
ENG N ERING TITLE: EXHIBIT B - 3
(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714S.Greenville Avenue - Suite 100-Allen, TX 75002 PRCJECT: PROPOSED INDUSTRIAL DEVELOPMENT
T972.534.2100 com dynamicecLEON CAPITAL GROUP
.,
T—x Registered Engirt —g Fum No F-13660
TARRANT INTY, TEXAS
�DRANH BY: CHECI,ED EY: DATE: TARRANT MAIN STF'EET
JK JTE F iX/2K ,A D-1LESX, TX -&,,4 ,,
Plotted: 05/09/24 — 10:02 AM, By. jkaplan
File: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\Ezhl6lts\EXHI8IT B\REV—EXHIBIT B.DWG, ---> EXHI81'r 8-3
SCALE:;H) 1"-1'xi,
1(' Nc
2 CJ-22 P21iT,
D224160208
Page 18 of 23
Z
10'
0
oTOPSOIL�
� I
✓L SEE GRADING PLAN FOR SPILLi0.1Y LOCATION
i.,
PROPCUT- 3 C RIP -RAP
CUT- —
OFF MALL
DETENTION B45111 SIDE SLOPE
PEP GRADING PUN
BASIN 10 1 TOP OF BERM SPIILWAY I DIMENSION (IT PIF-RAP
;ELE/l IELE F THICKINEES ON) SI7E-D5( (IN)I
AT -GRADE BASI 54"_.N 54C.H6 _. 6° I
GRADE
_ III 1�0 YR ASEL 1SPILLVY OPILO 541 54 m-1I1-
1I
O50 RAP -RAP STONE
SECTION B-B
blim J
TED RIP -RAP STONE
SEE GRADING PUN
FILTER FABRIC (TYP )
PROP 3'O RIP, -RAP -
CUT-OFF MALL IIYP)
SECTION A -A
EMERGENCY SPILLWAY WITH RIP -RAP DETAIL
NOT TO SCALE
BUILT IN TRASH RACK
WELDED STEEL BARS, 5"
11 BOLTED TO STRUCTURE
DETENTION P5.2 TOP OF SB MIT PC BE OPEN WITH TRASH RAN
S ]PUP
u,A, ELF' = 5',5.2 pICA = 535 5 (SEE DETAIL THIS SHEEi1
7
PROP 4' PRE -CAST OUTLET
26' LAIN
STRUCTURE
_ 24' PIPE DIA _
j" THICK GALIAHIZED STEEL
PLATE PITH (MACHINED CUT-OUT
`
61ATCH FL PIPE WITH FL
�i\
OFFICE PLATE
/
CONCFFE BOLT J
`ORIFICE DIP 15` DN FACE OF STRUCTURE
.ANCHORS PLACED AT
FL = 52,,37
EACH CORNER
4'
OUTLET DETAIL
NOT TO SCALE
DDYNARRIC
ENGINEERING
(dba) MIDI DYNAMIC ENGINEERING CONSULTANTS, PC
714 S. Greenville Avenue - Suite 100 - Allen, TX 75002
T:972.534.2100
www.dynamicec,c
T,x Reyds dEnglne gFOU No F-13660
TOPSA L STABNZED W/ SOD OR
—SEED PER SITE PLANS
_-1---
NALL OPENING
E3 /
NONCORRO DIB LE
REIAOJABLE
EXPANSION
ANCHOR BOLTS
E" IAIII THICK GALCANIEEG ,TEEL
C'/ERLAP \ PL>TE ,'KITH NIPCHINED CUT-OL)T
MATCH FL PIPE WITH FL
1 ORIFICE PLATE
ORIFICE INCERT
TOP OF SLSB OR TO;,
B FLO,b CHENNEL INCERT
FRONT /IE'A
NOTE=- 1 PL TE_ GEHEP_,LL, HOT RECUIPED FOR ORIFICE DI-,IAETEPS CP WEIR
LENGTH GREATER THAN 11
2 ALTERIIATICE MATERIELS IA-Y BE UTILI=ED AS PPROVED BY ENGINEER
ORIFICE PLATE DETAILS
NOT TO AGILE
SEE PLANS
FINISH
O.J% M �X
G oUNE
3000 PSI CONC ® 28 DAYS J
L NO } BAFS
NO S &ARS
DRAINAGE FLUME DETAIL
NOT TO SCALE
TITLE: EXHIBIT B - 4
PRCJECT: PROPOSED INDUSTRIAL DEVELOPMENT sCALE:',H> N.T.s.
LEON CAPITAL GROUP )l)
TARRANT C'-l1NTY, TEXAS
�DRANH BY: CHECI,ED EY: DATE: 7350 TARRANT MAIN STREET 1CB N,
JK JTE �/9/2024 EIILES TX -&-4 CJ 22 i121iC
Plotted: 08/09/24 - 11:72 AM, By. jkaplan
File: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Owg\EzhiVts\EXHIBrr B\REV-EXHIBIT BAWG, ---> EXHl8Ir 13-4
D224160208
Page 19 of 23
.......... .,,.. , ....... �„ ......,,�~' 1..J..,.,....,..,...,,,........... ...... ..,,.,.....,,..,.............................
,,........,...,,_....,GCIIN" n IrVr R 7 1 GPf M TX ,SAIL WITI IN 15x FXFOSF7 T[ IT '�F NALL N;'
� 1"I�c
.:I r
I
— T
m
- �.M�.a..
x
i
NrAf� �r-YPIL:"L VS`PY G14-IY;VI IIC'N.z,
—STRUCTURAL DESIGN BY OTHERS. INCLUDED FOR REFERENCE ONLY*
ENG N ERING T�TJE: EXHIBIT B - 5
(dba) MIDWEST DYNAMIC ENGINEERING CONSULTANTS, PC
714S.Greenville Avenue - Suite 100-Allen, TX 75002 PR\ECT: PROPOSED INDUSTRIAL DEVELOPMENT 'CALF:';") N.T.s.
r 972.534.2100
dynamicec-I,LEON CAPITAL GROUP l)
.,com �
Tex Registered Engineenng F,. No F-13660 ,
�
T�RRANT CJl1NTY, TEXTEXASDRANN BY: CHEJhED EY: DATE: A 0 TARRANT MAIN 5\EET 1CP N,
JK JTE �/9/2(-I24 EI]LE TX �6- � \\ 22 i121\
Plotted: 08/09/24 — 11:72 AM, By. jkaplan
File: P:\DECPC PROJECTS\2793 LEON Capital Group\22-02133 Fort Worth TX\Dwg\EzhiVts\EXHIBB B\REV—EXHIBIT B.DWG, ---> EXRIBR 9-5
D224160208
Page 20 of 23
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
Rev. 03/01/2022 BIN
E
D224160208
Page 21 of 23
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
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 REPAIRS
DATE NOTES
REQUIRED MADE
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BIN
10
D224160208
Page 22 of 23
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
11
FORT WORTH
Facility Name:
Basin/Pond Number:
Type of Inspection: Annual
Basin Conditions:
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Facility Agreement Number:
Inspected By: Date:
, Quarterly , Monthly , 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:
CFW- SEPTEMBER 2015
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
Form CFW-6
Appendix A
Signature:
Date:
0A
Stormwater
,1
Owner's Representative
A-17
N
N
0
N
0
co