HomeMy WebLinkAboutContract 54298 08/17/2020
10:10 AM CSC No.54298
DOE #
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day of August 13
2020 by and between IDEA Public Schools, acting by and through Carlo Hersh berger,
hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to
as "City".
WITNFSSETH
WHEREAS, the Landowner is the owner of certain real property described as an
approximately 21.062 acre tract located in the William Hicks Survey, Abstract No. 694,
Tarrant County, Texas according to the deed recorded in Document No. D220086842,
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 IDEA Seminary 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 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
STORMWATER FACILITY MAINTENANCE AGREEMENT OFFICIAL RECORD
Rev.11/17/2016 CITY SECRETARY
FT.WORTH, TX
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 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.11/17/2016
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; 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.1 1/1 712 0 1 6
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 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 drainage easement outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage easement,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement 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 owners association.
[SIGNATURE PAGE. FOLLOWS]
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.11/1712016
20
Executed this 13th day of Aug. 20_.
IDEA Public Schools City of Fort Worth
Dana Burghdoff(Arrg 13,20 1919 CDT]
Name: Carlo Hershberger bAnp, urzpWF
Assistant City Manager
Title: Senior Vice President of
Finance/Controller Approved as to Form and Legality
Christa R.Lopez-Reynolds(Aug 13,200 09 DT)
Assistant City Attorney
4pU4a�
�pF FORT dd
ATTEST
d!`o °•1d
j dV9 o=d
P��d dEXASo�p
City Secretary
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev.11/17/2016
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on August 14, 2020 by
pHnw Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
LAURIE Digitally signed by LAURIE
O,�p.FY PUe/ LAURIE PEQUENO LEWIS LAURIE LEWIS
2 Notary Public Date:2020.08.1408:09:33
• * STATE OF TEXAS PEQUENO LEWIS_05'00'
N9oFP Notary I.D.132278952
My Comm.Exp.Dec.10,2023 Notary Public, State of Texas
STATE OF TEXAS §
COUNTY OF HIDALGO §
Before me, the undersigned authority on this 23 day of
July 2020, personally appeared
Carlo Hershberger
known
to me to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that the same is the act of
IDEA Public Schools , and that he executed the same as its
Senior Vice President of Finance/Controller and as the act of such and
for the purposes and consideration expressed in the foregoing instrument.
4JAA�� -7 --
Notary PL blic, Stat flrxas
����RY P1jL MELISA ABASCAL-ANZALDUA
=0 Notary Public,State of Texas
Comm.Expires 05-11-2022
Notary ID 131564939
STORMWATER FACILITY MAINTENANCE AGREEMENT OFFICIAL RECORD
Rev.1 111 7/201 6 CITY SECRETARY 6
FT.WORTH, TX
Contract Compliancy;Manager
By signing I acknowledge that I=the person responsible
fox the moiutoring and administration of this contract,hicluding
ensuring all perfor mence a:ad.rqpofting requirements,
'A '.A Jamie S, Morales
Developq-.tent Services Ndauager
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH, TX
EXHIBIT"A"
DRAINAGE EASEMENT
BEING A PORTION OF LOT 1R SEMINARY TWIN DRIVE-IN THEATRE ADDITION TO THE
CITY OF FORT WORTH, AS IT APPEARS UPON THE PLAT RECORDED IN DOCUMENT
NUMBER D212168303 OF THE OFFICIAL PUBLIC RECORDS OF-TARRANT COUNTY, -- -
TEXAS; SITUATED IN THE WILLIAM HICKS SURVEY, ABSTRACT NO. 694, TARRANT
COUNTY, TEXAS AND MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
COMMENCING AT A 5/8" IRON ROD RECOVERED WITH PLASTIC CAP STAMPED "MMA"
FOR THE SOUTHWEST CORNER OF SAID LOT 1 R AND THE SOUTHEAST CORNER OF LOT
1 BLOCK 1 OF CAMPUS-GOODWILL INDUSTRIES ADDITION, AS IT APPEARS UPON THE
PLAT RECORDED IN CABINET A, SLIDE 2637 OF THE PLAT RECORDS OF TARRANT
COUNTY, TEXAS, IN THE NORTH RIGHT-OF-WAY LINE OF THE SOUTHERN PACIFIC
RAILROAD, FROM WHICH A 1/2" IRON ROD FOUND FOR THE SOUTHEAST CORNER OF
SAID LOT 113 BEARS S 71"04'34" E, A DISTANCE OF 1160,63 FEET;
THENCE N 00040'34" W, ALONG THE COMMON LINE OF SAID LOT 1R AND SAID LOT 1, A
DISTANCE OF 53.08 FEET;
THENCE S 71°04'34" E, A DISTANCE OF 73.11 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT" FOR THE POINT OF BEGINNING;
THENCE N 18055'26" E, A DISTANCE OF 29.50 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT";
THENCE N 71°04'34"W,A DISTANCE OF 4.24 FEET TO A 5/8"IRON ROD SET WITH PLASTIC
CAP STAMPED"MMA ESMT" FOR THE BEGINNING OF A CURVE TO THE RIGHT HAVING A
CENTRAL ANGLE OF 70024'00", A RADIUS OF 27.50 FEET AND A CHORD BEARING AND
DISTANCE OF N 35052'34"W, 31.70 FEET;
THENCE ALONG SAID CURVE, AN ARC LENGTH OF 33.79 FEET TO A 5/8" IRON ROD SET
WITH PLASTIC CAP STAMPED "MMA ESMT"AT IT'S END;
THENCE N 00040'33" W, A DISTANCE OF 85.72 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT" FOR THE BEGINNING OF A CURVE TO THE RIGHT
HAVING A CENTRAL ANGLE OF 142022'12", A RADIUS OF 7.50 FEET AND A CHORD
BEARING AND DISTANCE OF N 70050'25" E, 14.20 FEET;
THENCE ALONG SAID CURVE, AN ARC LENGTH OF 18.64 FEET TO A 5/8" IRON ROD SET
WITH PLASTIC CAP STAMPED "MMA ESMT" AT IT'S END AND THE BEGINNING OF A
CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 30°15'29", A RADIUS OF 56.50 FEET
AND A CHORD BEARING AND DISTANCE OF S 53°06'13" E, 29.49 FEET;
THENCE ALONG SAID CURVE, AN ARC LENGTH OF 29.84 FEET TO A 5/8" IRON ROD SET
WITH PLASTIC CAP STAMPED "MMA ESMT"AT IT'S END;
1
THENCE S 68013'57" E, A DISTANCE OF 136.94 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT";
THENCE S 21°46'03" W, A DISTANCE OF 18.00 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT';
THENCE S 68013'57" E, A DISTANCE OF 442.28 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT" FOR THE BEGINNING OF A CURVE TO THE RIGHT
HAVING A CENTRAL ANGLE OF 17021'58", A RADIUS OF 27.50 FEET AND A CHORD
BEARING AND DISTANCE OF S 10014'27" W, 8.30 FEET;
THENCE ALONG SAID CURVE, AN ARC LENGTH OF 8.34 FEET TO A 5/8" IRON ROD SET
WITH PLASTIC CAP STAMPED "MMA ESMT"AT IT'S END;
THENCE S 18055'26" W, A DISTANCE OF 16.27 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT" FOR THE BEGINNING OF A CURVE TO THE RIGHT
HAVING A CENTRAL ANGLE OF 90000'00", A RADIUS OF 27.50 FEET AND A CHORD
BEARING AND DISTANCE OF S 63055'26" W, 38.89 FEET;
THENCE ALONG SAID CURVE, AN ARC LENGTH OF 43.20 FEET TO A 5/8" IRON ROD SET
WITH PLASTIC CAP STAMPED"MMA ESMT"AT IT'S END;
THENCE N 71"04'34" W, A DISTANCE OF 513.70 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT";
THENCE S 18055'26" W, A DISTANCE OF 29.50 FEET TO A 5/8" IRON ROD SET WITH
PLASTIC CAP STAMPED "MMA ESMT';
THENCE N 71004'34" W, A DISTANCE OF 18.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING 0.997 ACRES (43,447 SQUARE FEET) MORE OR LESS.
SEE ACOMPANING SKETCH.
tom;'�- ••
I� .........................iN.
;fa STEPHEN H. ROBERSON M�
t ..,.-,o 4090���. ' •
S U Rv�
STEPHEN H. ROBERSON JULY 8, 2020
RPLS NO. 4090
2
EXHIBIT "A"
DRAINAGE EASEMENT
PORTION OF LOT IR SEMINARY TWIN DRIVE-IN THEATRE ADDITION,
SITUATED 1N THE MLLIAM HICKS SURVEY, ABSTRACT NO. 694,
FORT WORTH, TARRANT COUNTY, TEXAS
LEGEND/ABBREVIATIONS
1RF IRON ROD FOUND
C/RF CAPPED IRON ROD FOUND CURVE TABLE
PRTCT PLAT RECORDS, CURVE LENGTH RADIUS DELTA CHARD DIREC7701V CHORD LENGTH
TARRANT COUNTY, TEXAS
- OPRTCT OFFICIAL PUBLIC RECORDS,— - Ct &J4' _2Z50'_1721'58' S 107427'w
TARRANT COUNTY, TEXAS C2 4a2O' 27.50' 90'00'00' S 635526'W 3&89'
CAB. CABINET C3 U79' 27.50' 70'24'00' N 35192'34'W 3f.70'
POB POINT OF BEGINNING
POC POINT OF COMMENCING C4 1&64' z50' 142'22' 13' N 703025'E 14.20'
CC1( COUNTY CLERK'S 05 2984' SB.50' Jo'I5'29' S 5JU6'13'E 29.49'
• t INSTRUMENT NUMBER
10'SANITARY I I 0 j- CIRS IMMA ESMT-
SEtS£R£SMT
CCJ D21216BJ03
OPRTCT
LOT 1R
10'unu £P SEMINARY TWN DRIVE-IN TWEA7RE
VOL. 3� 5RTCT PG. I I CA �, OWNER: ADD1710N
LOT 1, 3 I I 3 S IDEA PUBLIC SCHOOLS CC# D212168303
a BLOCK 1 I S68 OPRTCT
CAMPUS-
GOODWILL °� ' •� F DRAINAGE
INDUS7RIES
I 710 4'3W
l
EASEMENTADDInON c3 4,24
CAB. A, N185526"E S21'46'03"w 18.00 0.997 ACRES
SLIDE 2637 I cl 29.50 (43,447 SQ. FT.
PRTCT `� S185526"W12
ssgy
N00-40'34"W I I � 29.50 N71'04'34"W
53.08 18.00 g4?28
ocr MM '►" �1�
Z S71'04'34
S 73.11e ry
`SOjlT r �� 4 n ear ` S,3>0 Sib 5526W16.27 Cl
('700,Ri CI�jC, VNF F`0 Sri p\ Cc�o?Nq�e GZ GyT OF
GYq}.`
LOT 1, BLOCK 1 co C7jpN qZ
CAMP Wt7RTH ADD177ON `
CC# D219025866
4 OPRTCT 112'IRE
—,(C.M.)
NOTES.
I. BEARINGS & COORDINATE VALUES SHOWN HEREON ARE /N REFERENCE TO THE NA083 — TEXAS
n.
COORDINATE SYSTEM — NORTH CENTRAL ZONE, 4202, BASED ON GPS OBSERVA77ONS U77LIZING THE LE/CA
CPS REFERENCE NETWORK. ALL DISTANCES SHOWN HEREON WERE ADJUSTED TO SURFACE USING A COMBINED
a SCALE FACTOR OF 1.000133730993, BASE POINT OF 0 0,0.
a 2. SEE PAGES 1 AND 2 FOR METES& BOUNDS
N
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... . ...... civil engineering surveying landscape architecture planning
................ . . .
v' STEPHEN .. RO...... th els registration number: f— 2759
0 �q 4090 v. tbpels regietrationAllcense number. 10088000
,p ��P�Q 519 east border
Y S AHEN OBERSON Ju/y8, 2020 9 ESSV,.yO arlingtan, texas 76010
REGIST5 £D PROFESSIONAL NO vE
m SUR 817-469—tfi71
0LAND SURVEYOR NO. 4090
r STATE OF TEXAS fax: 817-274-8757
w° 2020-07-08 KC www.mmatexa9.cam
DATE: SCALE: 1"- Too' DRAWN BY: CHECKED BY: SR JOB. NO.:3220-00-01 PAGE 3 OF 3
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EXHIBIT "A",:;
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EXHIBIT "B"
DESIGN PLAN & SPECIFICATIONS
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EXHIBIT "B"
DESIGN PLAN & SPECIFICATIONS
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EXHIBIT "B"
DESIGN PLAN & SPECIFICATIONS
Table 4- Pond Stage-El evati on-Storage-Di sch a rgiDetention Pond Results
Storage
Total Pond Water
Stage (ft) Elev(ft) (ac-ft) Outflow Flow Surface Freeboard
(cfs) [design Release Elevation Available Peak Storage
0 669.00 0.0000000 0.000
0.1 669.10 0.0004000 0.124 Year (cfs) (ft.} (ft. (ac. ft.)
0.2 669.20 0.0004201 0.435
1 9.73 670.78 2.72 0.3.5
0.3 669.30 0.0018385 0.886 5 19.11 671.58 1.92 0.7
0.4 669.40 0.0048880 1.472 100 41.121 672.471 1.03 1.39
0.5 669..50 0.0102257 2.141 Top of pond=673.5
0.6 669.60 0.0184929 2.913 Preliminary pond outfall structure is a 6'X4' concrete riser
0.7 669.70 0.0302911 3.7.51 structure with a 30"x10" opening at 669.00 and 20 LF weir
0.8 669.80 0.0456045 4.643 at elevation 671.35 with70 LF of 3-18" RCP pipes at 1%
0.9 669.90 0.0639819 5.406 slope.Freeboard available is based on top of pond
1.0 670.00 0.08.52938 .5.982 elevation of 673.5.
1.1 670.20 0.1357036 7.531
072 See SWM-2020-0118 for pre and post-development flows
1.2 670.20 0.13.57036 7.072
1.3 670.30 0.1644736 7.564 from the site based on the HEC-HMS version 4.3 hydrologic
1.4 670.40 0.19.56729 8.025 lanalysis.
1.5 670.50 0.2293237 8.480
1.6 670.60 0.2654107 8.924
1.7 670.70 0.3039141 9.362
1.9 670.80 0.34,48313 9.792
1.9 670.90 0.388188.5 10.190
2.0 671.00 0.4340232 10.570
2.1 671.10 0.4823795 10.960
2.2 671.20 0.5333200 11.330
2.3 671.30 0.5869203 11.690
2.4 671.40 0.6432110 12.640
2.5 671.50 0.7021490 15.600
2.6 671.60 0.7636947 19.610
2.7 671.70 0.9277941 23.940
2.8 671.80 0.8941003 28.720
2.9 671.90 0.9619839 32.920
3.0 672.00 1.0310790 35.070
3.1 672.10 1.1014059 36.680
3.2 672.20 1.1730223 38.010
3.3 672.30 1.2459337 39.180
3.4 672.40 1.3201474 40.230
3.5 672.50 1.3960574 41.200
Discharge based on 6'x4'concrete riserstructure
with a 30"x10"opening at 669.00 and 2O LF weir
at elevation 571.35 with.3-19"RCP pipe at 1%
EXHIBIT "B"
DESIGN PLAN & SPECIFICATIONS
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DESIGN PLAN & SPECIFICATIONS
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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. Re-vegetation of the
detention facilities is required when 30% or more of the area is unprotected.
Erosion of embankments and slopes shall be repaired and stabilized with new
vegetation.
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
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
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
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.11/17/2016
Condition of
filtrations stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev.11/17/2016
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