HomeMy WebLinkAboutContract 55614Date Received: 04/22/2021
Time Recei�ed: 5:03 PM
City Secretary
Number: 55614
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 20th day of April S
2021 � by and between Vanta�e at Burleson, LLC, acting by and through John T. Condit,
hereinafter referred to as "Landawner", and the City of Fort Worth, hereinafter referred to
as "City".
W[TNESSETH
WHEREAS, the Landowner is the owner of certain real property described as an
approximately 20.161 acre tract located in the John Steele Survey, Abstract 1381, Tarrant
County, Texas according to the deed recorded in D220346509, Deed Records, Tarrant
County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develap the Property
according to the Site P1anfSubdivision Plan known as Vanta�e at Burleson hereinafter
called the "Plan", which is expressly made a part hereof, as approved or to be approved by
the City and the Landowner provides for management of Stormwater within the confines
of the Property; and
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare oFthe 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 MAIN'iENRNCE AGREEMENT
Rev. 11117I207fi
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 consideratian of the foregoing premises, the mutual
covenants contained herein, and the following tenns 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 af Fort Worth in accordance with the design specificatipns
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
P�an 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 gaod working condition sa 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 candition is acceptable ta the City.
2. The Landawner, its successors anci assigns, shall inspect the Facility and
submit an inspection report to the City annualiy. The purpose of the inspection
is to assure safe and praper 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
perfortn their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rav, 1 1 11 7120 7 6
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 purpase
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 ditective to commence with the
repairs if necessary.
4. �n the event t�e Landowner, its successors and assigns, faits to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Praperty and take whatever
st�s necessarX to correct deficiencies identified in the inspectian 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
obli ation 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 reim6urse the
City upon demand, within thirty (30) days of recei}�t 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 unc�er this section, the City
shall impress a lien for the costs of such work upon other �ots 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.
fi. This Agreement impases no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
STORMWATER FACfLITY MA NTENANCE AGREEMENT 3
Rgv 17I1712D16
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 FACILITITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDiNG, BUT NOT LIMITED TO THE BED AND BANKS 4F
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TQ (l) 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 �abitable building shall be erected
within the drainage easement outlined on Exhibit "A" but this paragraph shall
not preclude canstruction of other improvements within the drainage easement,
which cio not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the abave property abutting such
easement which shall have a finished floor at an elevation �ess 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 recarded 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, executars, assigns, heirs and any other
successors in interests, including any property owners association.
STORMWATER FACILITY MA NTENANCE AGREEMENT 4
Rev- 11I1712016
[SIGNATURE PAGE FOLLOWS]
Executed this 2oth
day of April
20 21
CITY:
Dan� Burqhdoff
Dana Burghdoff pr2Q 202116:19 CDT)
Dana Burghdof#', Ass�. City Manager
City of Fort Worth
Date: 4/20/21
Approved as to Form and Legality:
cGc�r"� R. [.rme�-Rer�`crr-C�7�
Christa R Lopez-Reynolds (Apr 19, 2021 4:10 CDT)
Christa Reynolds, Sr. Asst. City Attorney
City Attorney's Office
Date: � FORT ��
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Mary Kayser, City Secretary
City Secretary's Office
Date: 4/21/2021
ST�RMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11!17'2016
LANDOWNER:
, )�r'� �,,xt��►y, l.c.t
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Date: �%�l 6 �7� Z�
Contract Compliance Manager:
By signing I acknowledge that I am the
person responsible
for the manitoring and administration af
this contract, including
ensuring all performance and reporting
requirements.
�7q�ri� ��a�Gett�Io`qGes
Janie Scarlett Morales (Apr 15, 202116:58 CDT)
Janie S. Morales, Planning Manager
Development Services
Date: 4/15/2021
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STATE OF TEXAS
COUNTY OF TARRANT
§
§
This instrument was acknowledged before me on April 20, 2021 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth.
JENNIFER L. EZERNACK
Notary Public
ST ATE OF TEXAS
Notary I.D. 130561630
My Comm. Exp. Mar. 1, 2024
ST A TE OF TEXAS §
COUNTY O�T &tAe §
Jennifer L
Ezernack
Digitally signed by Jennifer L
Ezernack
Date: 2021.04.21 11 :52:18-05'00'
Notary Public, State of Texas
-__,_�__,,.B..,_e"""foc.s.r_,e.__�m-e
_
, -t�h-e�u-n
1
dersigned 20a�rority on this fh day of
� � personally appeared :66 c&id 1+_-�; __ ()¼ ____ n,_A.._..__0...-'CC�--------� , known ---------�--------------------to me to be the person whose name 1s acknowledged to me that subscribed to the foregoing instrument and the same 1s the act of , and that he executed the same as its ----''--,...���an..,_d_a_s_t_h_e_a_c_t _o_f_s_u_c_h __ � and for the purposes and consideration expressed in the foregoing instrumerit.
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11/17/2016 6
EXHIBIT "A"
"PRIVATE POND EASEMENT"
BEING 2.083 acres of land situated in Lot l, Block 1, Mitchell Place, an addition to the City
of Fort Worth, Tarrant County, Texas, as filed in County Clerk's (C.C.) #D221029630, Plat
Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of a tract of land
described in deed to Vantage at Burleson, LLC, a Delaware limited liability company,
according to the deed filed in C.C. #D220346509, Deed Records of Tarrant County, Texas
(D.R.T.C.T.); and being more particularly described by metes and bounds as follows:
Part 1
COMMENCING at a 5/8 inch iron rod with cap stamped "T'NP", recovered in the most
southerly north line of said Lot 1, also being the most northerly northeast corner of a
remainder of a tract of land described in deeds to Elizabeth Ann Potter et al, Volume 5475,
Page 175, Virginia Mitchell Purcell, Trustee of the trusts, Volume 12758, Page 536, and
stipulation of interest to Virginia Mitchell Purcell et al, C.C. #D214049025, D.R.T.C.T., from
which a 5/8 inch iron rod with cap stamped "TNP", recovered at the northwest corner of said
remainder of Potter/Purcell tract, also being the most northerly southwest corner of said Lot
1, and also being in the east Right-of-Way (R-O-W) line of Municipal Way (60' in width, as
filed in C.C. #D217244590, P.R.T.C.T., bears N 90°00'00" W, a distance of 298.96 feet;
THENCE over and across said Lot 1, the following courses and distances;
N 22°53'47" E, a distance of 81.74 feet to a 1/2 inch iron rod set with cap stamped
"TNP INC ESMT" (hereinafter all 1/2 inch iron rods set are marked the same), for
the POINT OF BEGINNING of the hereinafter described tract of land;
N 79°42'30" W, a distance of 83.38 feet to the beginning of a curve to the right
whose radius is 25.00 feet, and whose long chord beaxs N 29°47' S0" W, a distance
of 23.29 feet;
Along said curve in a northwesterly direction through a central angle of
55°31'06", an arc length of 24.22 feet to the end of said curve;
N 79°38' 18" W, a distance of 43.68 feet to a 1/2 inch iron rod set at the beginning
of a curve to the right whose radius is 25.00 feet, and whose long chord bears
N 20°35'08" W, a distance of 42.88 feet;
Along said curve in a northwesterly direction through a central angle of
118°06'20", an arc length of 51.53 feet to the end of said curve;
N 38°28'02" E, a distance of 85.86 feet to the beginning of a curve to the right
whose radius is 25.33 feet, and whose long chord bears N 75°38'37" E, a distance
of 30.65 feet;
Along said curve in a northeasterly direction through a central angle of 74°26'43",
an arc length of 32.91 feet to a 1/2 inch iron rod set at the beginning of a reverse
curve to the left whose radius is 394.00 feet, and whose long chord bears
Part 2
BEGINNING at a 5/8 inch iron rod with cap stamped "'TNP", recovered in the most
southerly north line of said Lot 1, also being the most northerly northeast corner of a
remainder of a tract of land described in deeds to Elizabeth Ann Potter et al, Volume 5475,
Page 175, Virginia Mitchell Purcell, Trustee of the trusts, Volume 12758, Page 536, and
stipulation of interest to Virginia Mitchell Purcell et al, C.C. #D214049025, D.R.T.C.T., from
which a 5/8 inch iron rod with cap stamped "TNP", recovered at the northwest corner of said
remainder of Potter/Purcell tract, also being the most northerly southwest corner of said Lot
1, and also being in the east Right-of-Way (R-O-W) line of Municipal Way (60' in width, as
filed in C.C. #D217244590, P.R.T.C.T., bears N 90°00'00" W, a distance of 298.96 feet;
THENCE N 90°00'00" W, along the most northerly south line of said Lot 1, and along a
north line of said remainder of Potter/Purcell tract, a distance of 291.81 feet to a 1/2 inch iron
rod set with cap stamped "TNP INC ESMT" (hereinafter all 1/2 inch iron rods set are marked
the same);
THENCE over and across said Lot 1, the following courses and distances;
N 00° 15' 10" E, a distance of 52.65 feet to a 1/2 inch iron rod set;
N 89°55'26" E, a distance of 59.19 feet;
N 42°24'09" E, a distance of 49.02 feet to the beginning of a curve to the right
whose radius is 25.78 feet, and whose long chord bears N 86°28'S5" E, a distance
of 35.03 feet;
Along said curve in a northeasterly direction through a central angle of 85°33'43",
an arc length of 38.50 feet to the end of said curve;
S 47°23'30" E, a distance of 36.07 feet;
S 10°17'30" W, a distance of 12.85 feet;
S 79°42'30" E, a distance of 70.33 feet;
N 10°17'30" E, a distance of 5.01 feet;
S 79°56'42" E, a distance of 79.03 feet;
S 10°17'30" W, a distance of 6.33 feet;
S 79°42'30" E, a distance of 7033 feet;
N 10°17'30" E, a distance of 6.33 feet;
S 79°42'29" E, a distance of 41.49 feet to a 1/2 inch iron rod set;
S 00°OS'28" E, a distance of 23.01 feet;
N 89°47'24" W, a distance of 6.16 feet;
S 00°12'36" W, a distance of 79.00 feet;
S 89°47'24" E, a distance of 6.58 feet;
S 00°05'28" E, a distance of 121.09 feet to a 1/2 inch iron rod set;
with cap stamped "TNP", recovered in a westerly line of said Lot 1, also being the most
easterly northeast corner of a remainder of said Potter/Purcell tract;
THENCE N 58°42' 10" W, along a southwest line of said Lot 1, and along a northeast line
of a remainder of said Potter/Purcell tract, a distance of 91.70 feet to the POINT OF
BEGINNING and containing 39,769 square feet or 0.913 of an acre of land.
Part 3
BEGINNING at a 5/8 inch iron rod with cap stamped "TNP", recovered at a re-entrant
corner of said Lot 1, also being the most southeast corner of a remainder of a tract of land
described in deeds to Elizabeth Ann Potter et al, Volume 5475, Page 175, Virginia Mitchell
Purcell, Trustee of the trusts, Volume 12758, Page 536, and stipulation of interest to Virginia
Mitchell Purcell et al, C.C. #D214049025, D.R.T.C.T., from which a 5/8 inch iron rod with
cap stamped "TNP", recovered at the southwest corner of said remainder of Potter/Purcell
tract, also being the most southerly northwest corner of said Lot l, and also being in the east
Right-of-Way (R-O-V�) line of Municipal Way (60' in width, as filed in C.C. #D217244590,
P.R.T.C.T., bears N 90°00'00" W, a distance of 376.43 feet;
THENCE over and across said Lot l, the following courses and distances;
N 90°00'00" E, a distance of ll.77 feet to a 1/2 inch iron rod set with cap stamped
"TNP INC ESMT" (hereinafter all 1/2 inch iron rods set are marked the same);
S 31°52'02" E, a distance of 43.81 feet to a 1/2 inch iron rod set;
S 58°07'S8" W, a distance of 71.23 feet;
N 89°47'24" W, a distance of 44.76 feet;
N 00°12'36" E, a distance of 9.50 feet;
N 89°47'24" W, a distance of 70.33 feet;
S 00° 12' 19" W, a distance of 27.50 feet;
N 89°47'24" W, a distance of 169.11 feet;
S 66°06'44" W, a distance of 28.62 feet to a 1/2 inch iron rod set at the beginning
of a curve to the right whose radius is 21.65 feet, and whose long chord bears
N 55°45'S6" W, a distance of 36.75 feet;
Along said curve in a northwesterly direction through a central angle of
116°06'45", an arc length of 43.88 feet to the end of said curve;
N 00°12'36" E, a distance of 61.89 feet to the beginning of a curve to the right
whose radius is 23.29 feet, and whose long chord bears N 24°16'46" E, a distance
of 22.82 feet;
Along said curve in a northeasterly direction through a central angle of 58°39'43",
an arc length of 23.84 feet to a 1/2 inch iron rod set at the end of said curve, also
hPinu in the mnct cnntherlv n�rth line �f said T,�t 1_ and also bein� in the south
THENCE N 90°00'00" E, along the most southerly north line of said Lot l, and along the
south line of said remainder of Potter/Purcell tract, a distance of 356.81 feet to the POINT
OF BEGINNING and containing 32,035 square feet or 0.735 of an acre of land.
� • � te: April 14, 2021
Theron W. Sims, R.P.L.S.
Texas Registration No. 58
Surveyed on the ground April 13, 2021
1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983
(North Central Zone; NAD83(2011) 2010.00) as derived locally from Western Data Systems
Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods.
An average Combination Factor of 1.00012454694 was used to scale grid coordinates and
distances to surtace.
2. Integral parts of this survey:
a. Legal Description
b. Sketch
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fl! LOT 1, BLK. 3
O MITCHELL PL4CE ADD'N.
� ; C.C. #D2 1 72 6 7628
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VANTAGE AT BURLESON, LLC,
a Delaware limited liability co.
V G C. #D220346509 G3�
D. R. T. C. T. ��.,��
NOTES: �
1) Bearings of lines shown hereon refer to Grid North of the Texas
Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as
derived locally from Westem Data Systems Continuousiy Operating
Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An
average Combination Factor of 1.00012454694 was used to scale grid
coordinates and distances to surtace.
2) All easement comers shown hereon as (e) are marked with 1/2 inch iron
rods set with cap stamped "TNP INC ESMT' (Unless otherwise noted).
3) See sheet 6 of 6 for bearings and distances.
4) Integral parts of this survey:
a. Legal Description
� ` b. Sketch
�_ _
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4 ARCHBURY RD.
i0x10' P.O.S.E. � �,��
C.C. #0221029630 v - �
P. R. T. C. T. f. PART 1
% ; .; PRl1/ATE DE7ENTlON
i —' � \ � ' POND DRA/N. ESM'T
/ _ C. C. #D221029630,
� �\ \ �� P.R. T. G T.
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N90'00'00"W, 298.96'
5/8 "" lR
�COVERED WITH . O . B .
CAP STAMP£D
'7NP"
(PART 2)
39, 769 S. F.
(PART 1) O . C
18, 941 S. F. �
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�ERED � ., o> : ;':_;::;I � ( �
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W/7H CAP ;:» % N N � ::: `'-'�
STAMPED Z O o� ::i:::: �22 I
;s>s; �
"7NP' ;;::i � � ��:::::
ELlZABETH ANN POTfER et al
VOL. 5475, PG. 175,
VIRGlNIA MlTCHELL PURCELL, TRUSTEE OF THE TRUSTS
VOL. 12758, PG. 536, AND
STIPULATION OF INTEREST TO V/RGINIA MITCHELL PURCEL
ef O/
C. C. #0214049025, D. R. 7. C. T.
(REMAlNDER TRACT)
5/8'" lR RECOVERED ��
WJTH CAP STAMPED
'7NP" LINE FOR PART 3
(CONTROL MON.) DIRECTIONAL CONTROL 32.035 S.F
N90'00'00"W, 376.43'
PART 3
PR/VATE DETENT/ON POND DRA/N.
ESM T C C #D221029630
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a Delaware limited liability co.
L29 � C.C. #D220346509
��' D. R. T. C. T.
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�. RECOVERED WlTH
-;' VANTA GE PARKWA Y�' �P STAMPED
-------------� '7NP,.
/ � � (CONTROL MON.)
I �
! 10x10' P.O.S.E. LOT 1, BLK. 1
C.C. #D221029630 MITCHELL PLACE
\ P.R.T.C.T. C.C. #D221029630
' � � P. R. T. C. T.
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SCALE: 1 '�=100'
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♦
Curve Table
Curve # Length Radius Delta Chord Bearing Chord
C1 24.22' 25.00' S5'31'06" N29'47'50"W 23.29'
C2 51.53' 25.00' 118'06'20" N20'35'08"W 42.88'
C3 32.91' 25.33' 74'26'43" N75'38'37"E 30.65'
C4 97.86' 394.00' 14'13'S0" S68'16'17"E 97.61'
C5 38.50' 25.78' 85'33'43" N86'28'55"E 35.03'
C6 43.88' 21.65' 116'06'45" N55'45'56"W 36.75'
C7 23.84' 23.29' S8'39'43" N24'16'46"E 22.82'
EXHIBIT "B"
PRIVATE POND
EASEMENT
Line Table
Line # Direction Length
L1 N22'53'47"E 81.74'
L2 N79'42'30"W 83.38'
L3 N79'38'18"W 43.68'
L4 N38'28'02"E 85.86'
L5 S10'17'28"W 123.78'
L6 N90'00'00"W 291.81'
L7 N00' 15' 10"E 52.65'
L8 N89'55'26"E 59.19'
L9 N42'24'09"E 49.02'
L10 S47'23'30"E 36.07'
L11 S10'17'30"W 12.85'
L12 S79'42'30"E 70.33'
L13 N1�'17'30"E 5.01'
L14 S79'56'42"E 79.03'
L15 S10'17'30"W 6.33'
L16 S79'42'30"E 70.33'
L17 N 10' 17'30"E 6.33'
L18 S79'42'29"E 41.49'
L19 S00'05'28"E 23.01'
L20 N89'47'24"W 6.16'
L21 S00' 12'36"W 79.00'
L22 S89'47'24"E 6.58'
L23 S00'05'28"E 121.09'
L24 N89'27'59"W 36.06'
L25 N00'42'10"E 26.20'
L26 N89'S4'56"W 56.78'
L27 N00'00'00"E 145.82'
L28 N58'42'10"W 91.70'
L29 N90'00'00"E 11.77'
L30 S31'52'02"E 43.81'
L31 S58'07'58"W 71.23'
L32 N89'47'24"W 44.76'
L33 N00'12'36"E 9.50'
L34 N89'47'24"W 70.33'
L35 S00' 12' 19 "W 27.50'
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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 8
Rev. 11 /17/2016
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