HomeMy WebLinkAboutContract 49540 CITY SECRETARY
CONTRACT NO.
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STORMWATER FACILITY
MAINTENANCE AGREEMENT
8
THIS AGREEMENT, made and entered into this day of 9. ,
by annd�� 1between L1. , acting by and through
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 an
approximately 1.25 acre tract located in the Brittain & Crawford Survey, Block 128
Chamberlin Arlington Heights Addition Lot 25R, Tarrant County, Texas according to the
deed recorded in Volume 63, Page 21, 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 SP-16-004 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
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 1
Rev.11/17/2016
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 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.11/17/2016
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, 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
oblisation 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.11117/2016
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 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.11/17/2016
[SIGNATURE PAGE FOLLOWS]
Executed this�/ day of'14 20/;7
Lando er City of Fort Worth
Na e: Jesus J. Chapa
Assistant City Manager
Title: S/
Approved as to Form and Legality
,Gk Assistant City A orney/&,m&N66iao,*''
ATTEST
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Of 15-
F-- Ci S cr ar
V
NO M&C REQUIRED
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 iaf /�F?�/7 by
Jesus J. Chapa,Assistant City Manager of the City of Fort Wo on behalf of the City of
Fort Worth.
C
TRIKINYA L JOHNSON S/
•Oar"Y ' .. f�.
.Notary Public,State of Texas
Comm. Expires 04-17-2018 ]votary ublic tate of Texas
Notary ID 1238832.0
STATE OF TEXAS §
COUNTY OF TARRANT §
Befo a me, the undersigned authority on this _, � day of
n 2017, personally appeared
k CJ
known
to me to be the person whose name is subscribed to the foregoing instrument and
acWowledged to , Mme at the same is the act of
an th t h �executed the same as its
and a the act of such,NjScjLL � ie�€ r the purposes and
consideration expressed in the foregoing instrument.
NdtatYublic, State of Texa
JANNETT RUIZ
Notary Public,State of Texas
Commission Expires
February 03, 2019
OFFICIAL RECORD
CITY SECRETARY
FT,.WORTH,TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev.11/17/2018
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.
Name of ployee ,U i20 f;5�
Title)
OFFICIAL Kv�IRD
CITY SECRETARY
FT.WORTH,TX
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EXHIBIT A
THE PARC
PRIVATE DRAINAGE EASEMENT
A PART OF LOT 25R, BLOCK 128
CHAMBERLIN ARLINGTON HEIGHTS
JACKSON INMAN SURVEY, ABSTRACT NO. 825
CITY OF ARLINGTON, TARRANT COUNTY, TEXAS
Being a 3,921 square foot(0.09 acres)tract or parcel of land situated in the Jackson
Inman Survey,Abstract No. 825, City of Arlington, Tarrant County, Texas, and being a
part of Lot 25R, Block 128, Chamberlin Arlington Heights, an addition to the City of
Arlington according to the plat recorded in Cabinet A, Slide 10297, Plat Records, Tarrant
County, Texas, as conveyed to Rock Life Holdings, L.P. by Special Warranty Deed With
Vendors Lien recorded in Instrument No. D213307666, Official Public Records, Tarrant
County, Texas, and being more particularly described as follows:
COMMENCING at a TXDOT Monument found for corner in the south line of Interstate
Highway No. 30(a.k.a. West Freeway, a variable width right-of-way) and the cut-off line
between the south line of said Interstate Highway No. 30 and the west line of Sanguinet
Street (a 60' right-of-way), said TXDOT Monument being the most northerly northeast
comer of said Lot 25R at the beginning of a curve to the right;
THENCE in a southwesterly direction, along the common line between said Lot 25R and
said Interstate Highway No. 30 and said curve to the right whose chord bears South 870
52'52"West a distance of 27.92 feet, having a radius of 5,749.58 feet, a central angle of
000 16'42", and an arc length of 27.92 feet to a point for corner in the south line of said
Interstate Highway No. 30 and the north line of said 25R, at the end of said curve to the
right;
THENCE South 61°43'43" East, departing the south line of said Interstate Highway No.
30, over and across said Lot 25R, a distance of 14.30 feet to a 1/2 inch iron rod with
yellow plastic cap stamped"RLG INC"set for comer and the POINT OF BEGINNING;
THENCE continuing over and across said Lot 25R the following courses and distances:
South 61°43'43" East a distance of 24.64 feet to a 1/2 inch iron rod with yellow
plastic cap stamped"RLG INC"set for comer;
South 28° 16' 17"West a distance of 2.17 feet to a 1/2 inch iron rod with yellow
plastic cap stamped"RLG INC"set for corner;
West a distance of 18.68 feet to a 1/2 inch iron rod with yellow plastic cap
stamped"RLG INC"set for corner;
South a distance of 20.00 feet to a 1/2 inch iron rod with yellow plastic cap
stamped "RLG INC"set for corner:
West a distance of 120.00 feet to a 1/2 inch iron rod with yellow plastic cap
stamped"RLG INC"set for corner;
North a distance of 31.50 feet to a 1/2 inch iron rod with yellow plastic cap
stamped"RLG INC"set for corner;
SHEET 1 OF 3
26,596X
EXHIBIT A
THE PARC
PRIVATE DRAINAGE EASEMENT
A PART OF LOT 25R, BLOCK 128
CHAMBERLIN ARLINGTON HEIGHTS
JACKSON INMAN SURVEY, ABSTRACT NO. 825
CITY OF ARLINGTON, TARRANT COUNTY, TEXAS
East a distance of 118.00 feet to a 1/2 inch iron rod with yellow plastic cap
stamped"RLG INC" set for corner;
North a distance of 2.08 feet to the POINT OF BEGINNING and containing 3,921
square feet or 0.09 acres, more or less.
BASIS OF BEARINGS:The west line of Sanguinet Street(S00034'23"W)according to
the plat recorded in Cabinet A, Slide 10297, Plat Records, Tarrant County,Texas.
h (�
GWESoRY JCAVATAIO rego J av io R.P.L.S. o. 6389
8389 ��
06/0 7
�9,ys��y0e
SURd
SHEET 2 OF 3
26,596X
EXHIBIT A
0 15 30 60
INTERSTA TE HIGHWA Y N0. 30 PROPOSED PUINJC
(FEET) (A.K.A. WEST FREEWAY, MOT POC ORMAW E45ad9ff
A VARIABLE IMDTH RIGHT—OF—WAY) MONUMENT BY SEPARATE INSTRUMENT
1 inch = 30 ft.
(-WADED AREA)
5148-W, L=295.21' ,\` Cl 54525 00 E
L8 L9 �
�? 't aRAxFaRO-(CM)PRI VA X DRAINAGE
EASEMENT POB L 4 4i
3,921 SO.FT. 4) L3 3
0.09 ACRES
V)
1
LG
L6 .• H"� W
LOT 25R, BLOCK 128
CHAMBERUN ARLINGTON HEIGHTS h p
CABINET A, SLIDE 10297, P.R.T.C.T. m y
,- Z
ROCK LIFE HOLDINGS, L.P. +�
INST. NO. D213307666. O.P.R.T.C.T.
100, //..M •(aw)
39a 78' S
LEGEND L 0CKE A VENUE L D�''I"
EASEMENT OPERTYLUNE (70'RIGHT—OF—WAY)
YCIRF ........ 1/2•IRON ROD WIN YELLOW PLAS77C L �F ,F
CAP STAMPED =•FOUND
IRF ........ IRON ROD FOUND
(CM) ........ CON7ROLUNG MONUMENT
P.R.rC r ........ PLAT RECORDS, TARRANT COUNTY, EY GREGORY i GAVAT_AIO
O.P.R.T.C.T. ........ OFRCYAL PUBLIC RE-CORDS, TARRANT COUNTY, 7X •»•» •••---.-•
INST. NO. ........ INSTRUMENT NUMBER6.9
�. 89 Pvd'
VOL. ........ HXUME 9 ESS10?"(��
PG. ........ PAGE
POC ........ POVNT OF COMMENCING
P06 ........ POINT OF BEGINNING
01
LIME TABLE
uNE eEARYNc LETVGTT� ego va taio R.P. .S No. 6389
L 1 561�J 4J� 14.JO'
L2 S614,3'43T 24.464' BASIS OF BEARINGS- 77IE KEST UNE O SANGUINET STREET (S 00' 34' 23" W)
ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 10297, PLAT RECORDS,
LJ S2876"17'W 217' TARRANT COUNTY, TEXAS, AS MONUMEN7ED ON 7HE GROUND.
L4 MUST law,
L5 SOUTH 2aoo, CONTROLLING MONUMENTS. AS SHOWN.
L6 W'ST 12aO0' ALL SUBJECT PROPERTY CORNERS ARE MONUMEN7ED WITH A 1/2 INCH IRON ROD
L7 NOR7H 31.50' WITH YELLOW PLAS77C CAP STAMPED REG INC" UNLESS OTHERiWSE N07ED.
LB EAST MOO, THE PARC
L9 NORTN 20r
PRIVATE
CURW M&E DRAINAGE EASEMENT
CWW Da TA RADIUS I rANWNr I LENGTH I at BRA aia A PART O/Fr�J / q
Cl 107642-15749.58-1 1.196' 27.92' 5875252-W127.92' LOT 25R, BLOCK 128
CHAMBERLIN ARLINGTON HEIGHTS
RAYMOND L. COODSON JR., INC. JACKSON INMAN SURVEY, ABSTRACT NO. 825
12001 N. CENTRAL EXPY, STE 300
DALLAS, TX. 75243 CITY OF ARLINGTON, TARRANT COUNTY, TEXAS
214-739-8100
r1gOrlginc.cam. SCALE 1" = 30' DATE 06/01/2017 SHEET 3 OF 3
TEXAS PE REG #F-493
TBPLS REG 1100341-00 JOB NO. 16907.10 E—FILE 1 16907.10PDE DWG NO. 26,596X
EXHIBIT B
Detention Pond Layout
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N (60'RICHT 311- lV
( IN
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EXHIBIT B
Detention Calculations
Maximum Detention Volume Calculations Based on the QReleased Per The Orifice Design
Storage Volume Required Storage Volume Required Storage Volume Required
iSWM 100yr Qallowable iSWM 5yr Qallowable iSWM Tyr Qallowable
Qa= 5.07 cls Qa= 3.08 cfs Qa= 2.22 cls
C= 0.83 C= 0.83 C= 0.83
A= 1.25 ac A= 1.25 ac A= 1.25 ac
a= 322.07 for 100 yr a= 170.81 for 100 yr a= 95.835 for 100yr
b= 24.39 for 100 yr b= 19.44 for 100 yr b= 13.43 for 100 yr
Td= 32.33 min Td= 27.85 min Td= 21.22 min
tc= 10 min tc= 10 min tc= 10 min
P180= 5.43 in P180= 2.94 in P180= 1.77 in
Ptd= 2.98 in Ptd= 1.64 in Ptd= 0.96 in
lVprelim=l 4993.54 cu.ft Vprelim= 2764.53 ICU.ft Vprelim= 1570.48 1 cu.ft
Vmax= 9088.42 cu.ft Vmax= 4945.87 cu.ft Vmax= 2885.45 Icu.ft
Underground Dention System Capacity TxDOT Hydraulic Design Manual
System Incremental Cumulative
Standard orifice equation(9-8)
Elevation Q=CA(2gH)A0.5
Depth Volume Volume
(ft) (ft) (cu.ft) (cu.ft) 100yr Storm Event
First Orifice(Bottom)
659.70 0.00 0.00 0.00 C= 0.67
659.90 0.20 370.32 370.32 Qa= 5.08 cfs
660.10 0.40 370.32 740.64 Orifice Dia= 8.30 in
660.30 0.60 370.32 1110.96 100-yr WSE= 4.91 ft
660.50 0.80 370.32 1481.28 H= 4.57 ft
660.70 1.00 370.32 1851.60 Q1= 4.32 cfs
660.90 1.20 370.32 2221.92 Second Orifice(Top)
661.10 1.40 370.32 2592.24 C= 0.67
661.30 1.60 370.32 2962.56 Qa= 0.76 cfs
661.50 1.80 370.32 3332.88 Orifice Width= 5.50 in
661.70 2.00 370.32 3703.20 Orifice Height= 2.50 in
661.90 2.20 370.32 4073.52 Orifice Area= 13.75 inA2
662.10 2.40 370.32 4443.84 H= 2.14 ft
662.30 2.60 370.32 4814.16 Q2= 0.75 cfs
662.50 2.80 370.32 5184.48 Q=Q1+Q2= 5.07 cfs
662.70 3.00 370.32 5554.80 Syr Storm Event
662.90 3.20 370.32 5925.12 First Orifice(Bottom)
663.10 3.40 370.32 6295.44 C= 0.67
663.30 3.60 370.32 6665.76 Qa= 3.17 cfs
663.50 3.80 370.32 7036.08 Orifice Dia= 8.30 in
663.70 4.00 370.32 7406.40 5-yr WSE= 2.67 ft
663.90 4.20 370.32 7776.72 H= 2.33 ft
664.10 4.40 370.32 8147.04 Q= 3.08 cfs
664.30 4.60 370.32 8517.36 1 rStormEvent
664.50 4.80 370.32 8887.68 First Orifice(Bottom)
664.70 5.00 370.32 9258.00 C= 0.67
100YR MSE=664.61' Qa= 2.23 cfs
100YR SYSTEM DEPTH-4.91' Orifice Dia= 8.30 in
5YR M3E662J7' 1-yr WSE= 1.56 ft
5YR SYSTEM DEPTH-2.67'
H= 1.21 ft
YR*3r-661.26'
I \
YR SYSTEM DEPTH-1.56' Q= 2.22 cfs
EXHIBIT B
Detention Outfall Details
5"
100YR WSE
60" DIAMETER
OUTLET UNDERGROUND
ORIFICE DETEN77ON BARREL
W=5.5""
H=2.5""
5 Y WSE.
,36" RCP �
TO MANHOLE `}
1 YR WSE ,
OUTLET �O
ORIFICE io N
D=8..3"" `O
OUTFALL STRUCTURE DETAIL
NOT 70 SCAL£
10OYR WSE
PROPOSED
ORIFICE
PLA 7F
5 Y WSE OUTLET
ORIFICE
H=2.5 ,36" RCP
1 YR WSE TO MANHOLE
'o
�i
h OUTLET
ORIFICE
D=8.J"
OUTFALL 57RUC7URE DETAIL
NOT 70 SCALE
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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 quarterly or as
necessary to maintain proper operation of the basin. Disposal shall be in
accordance with federal, state and local regulations.
Access to the UDS will be available through several access manholes. These
manholes have ladders built into them to ease accessibility.
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.11/17/2016
STORM WATER FACILITY MAINTENANCE AGREEMENT EXHIBIT C-1
C=.: NTECH®
ENGINEERED SOLUTIONS
Contech° CMP Detention & Infiltration
Maintenance Guide
1 ,
t
CMP DETENTION SYSTEMS
STORM WATER FACILITY MAINTENANCE AGREEMENT EXHIBIT C-1
Contech®CMP Detention
Underground stormwater detention/infiltration and retention systems must be properly inspected and maintained at regular
intervals for purposes of performance and longevity.
Inspection
Inspection is the key to effective maintenance and is easily performed.Contech recommends ongoing quarterly inspections.
The rate at which the system collects pollutants will depend more heavily on site specific activities rather than the size or
configuration of the system. Inspections should be performed more often in equipment washdown areas, in climates where
sanding and/or salting operations take place,and in various other instances in which higher accumulations of sediment or
abrasive/corrosive conditions may exist. Inspection and maintenance records should be maintained for the life of the system.
Maintenance
Systems should be cleaned when inspection reveals that accumulated sediment or trash is clogging the discharge orifice.
Accumulated sediment and trash can typically be evacuated through the manhole over the outlet orifice. If maintenance is
not performed as recommended,sediment and trash may accumulate in front of the outlet orifice. Manhole covers should be
securely seated following cleaning activities. Contech suggests that all systems be designed with an access/inspection manhole
situated at or near the inlet and the outlet orifice. Should it be necessary to get inside the system to perform maintenance
activities,all appropriate precautions regarding confined space entry and OSHA regulations should be followed.
If inspectors observe any salt or other corrosive substance concentrations or accumulations in the system,or if salt or other
corrosive substance is used or prevalent near the system, it is recommended to rinse the system above the spring line annually
between late spring and early summer as part of the maintenance program.This maintenance is required for infiltration systems.
Excessive salting should be avoided and pavement should be sealed to reduce salt infiltration from the surface.
Maintaining an underground detention or retention system is easiest when there is no flow entering the system. For this reason,
it is a good idea to schedule the cleanout during dry weather.
The foregoing inspection and maintenance efforts help ensure underground pipe systems used for stormwater storage continue
to function as intended by identifying recommended regular inspection and maintenance practices. Inspection and maintenance
related to the structural integrity of the pipe or the soundness of pipe joint connections is beyond the scope of this guide.
2
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION ATE REQUIRED MADE NOTES
Remove Trash and
debris
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
and
Amount of silt in
flume
Amount of ponded
water
MAJOR
INSPECTIONS
Evidence of Aquatic
life
STORMWATER FACILITY MAINTENANCE AGREEMENT (J
Rev.11/1712016