HomeMy WebLinkAboutContract 61750STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 1
Date Received: _________________ Permit No.: SWFMA-24-0043
Time Received: _________________ City Secretary No.: ____________
STORMWATER FACILITY
MAINTENANCE AGREEMENT
WATER QUALITY DEVICES
THIS AGREEMENT, made and entered into this ____________ day of________,
2024, by and between Trinity River Group, LP, a Texas limited partnership, 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 Edmund Little Survey, Abstract No. 954, Tarrant County,
Texas according to the deed recorded in Document No. D202187719, 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 Stonehawk Northside 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 and its runoff quality
within the confines of the Property; and
WHEREAS, this Agreement shall run with the land and apply to the Landowner,
its successors and assigns. The term “Landowner” shall refer to the then-current legal
owner of the Property and/or the Facility as same are herein defined; and WHEREAS, the
Landowner has determined that on-site Stormwater Management Facilities to control
trash, debris and other floatable materials (“Facility”) should be constructed and
maintained on a portion of the Property; and
WHEREAS, the City requires that the Facility, whether one or more, as shown on
the Plan be constructed and adequately maintained by the Landowner the locations of
which are as shown in the attached Exhibit “A” (“Facility Property”); and
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 2
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 shall adequately construct and maintain the 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 Facility includes all
structures required to control the quality of the storm water. Adequate
maintenance is herein defined as good working condition so that these facilities
are performing their designed functions. Maintenance forms provided by the
City, or an equivalent provided by the manufacturer of the Facility, attached to
this Agreement as Exhibit “D”, are to be used to establish what good working
condition is acceptable to the City.
2.If the Landowner contracts the maintenance of the Facility with a qualified
third-party, Landowner shall attach a copy of the contract to this Agreement as
Exhibit “E”.
3.The Landowner shall inspect or shall cause to be inspected the Facility at least
quarterly, using the form in Exhibit D, and shall be submitted to the City
quarterly. The purpose of the inspection is to assure safe and proper
functioning of the Facility. The inspection shall cover the entire Facility.
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. The corrections identified in the inspection
report must be corrected within the 3-month period in which the next
inspection report is required.
4.The Landowner hereby grants permission to the City, its authorized agents and
employees, to enter upon the Property to inspect the Facility whenever the City
deems necessary. The inspection may involve follow-up on reported
deficiencies and/or to respond to citizen complaints. The City shall provide the
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 3
Landowner copies of the inspection findings and a directive to commence with
maintenance and repairs if necessary.
5. In the event the Landowner fails to maintain the Facility 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 to protect public health, safety and welfare and to charge
the costs of such maintenance and repairs to the Landowner. It is expressly
understood and agreed that the City is under no obligation to routinely
maintain or repair the Facility, and in no event shall this Agreement be
construed to impose any such obligation on the City, such obligation is the
Landowner’s.
6. The Landowner 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 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 fails 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 the county in which the Facility lies, an affidavit identifying
the real property to be charged with such lien, stating the amount thereof, and
making reference to this Agreement.
7. 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 COVENANTS AND AGREES
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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 4
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNER TO: PROPERLY INSTALL, MAINTAIN
AND REPAIR THE FACILITY, OR ANY DAMAGES CAUSED TO
PERSON OR PROPERTY DUE TO (1) FLOODING ATTRIBUTED TO
THE FACILITY , OR (2) IMPROPER INSTALLATION,
MAINTENANCE AND REPAIR OF THE FACILITY , .
8. 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 access to the Facility. 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]
Executed this _24 ___ day of_J_u_lY _____ 20 24
CITY OF FORT WORTH
Dana Burghdoff(Ju1,2024CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Jul 23, 2024
Approved as to Form and Legality:
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date: Jul 23, 2024
ATTEST:
Jannette S. Goodall
City Secretary
Date: Jul 24, 2024
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
1···
LANDOWNER
Trinity River Group, LP
a Texas limited partnership
By: Export Connection, Inc.
a ation Its: G 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. Rebecca Owen (Jul 23, 202412:15 CDT)
Rebecca Owen
Planning Manager
Date: Jul 23, 2024
5
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on the 23rd of July, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth. � -�
lr�/�f��!�-� /�-����—���c�
O,�p,RY/'(�e, WENDY L BEARDSLEE
_ � Notary Public
* � * STATE OF TEXAS
Ny oV�e Notary I.D. 13323719-3
My Comm. Exp. July 28, 2025
LANDOWNER
STATE OF �QC�LS
COUNTY OF �Q�((���
Notary Public, State of Texas
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
�C��.l.� , on this day personally appeared Jer� Bodiford President, known to me
to be the person whose name is subscribed to the foregoing in,strument, and acknowledged
to me that he/she executed the same for the purposes and consideration therein expressed,
as the act and deed of Trinity River Group, LP, a Texas limited partnership, and in the
capacity therein stated.
GIVEN LTNDER MY HAND AND SEAL OF OFFICE this �L9�� day
of ���A.�..R-.� � � 2a oZ�
,�`"��'"8� Sarah E. Baker
,�,��NOtary PubliC, StatE Of texa5
� Comm Expires 03-26-2026
'Fo�� NoWry IO 12481926-0
STORMWATEE2 FACILITY MAINTENANCE AGREEMENT
Rev. 03/17//2022 BN
� � � ���.�-
No blic, State of
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EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
LEGEND
— — — — PROPERN LINE
ABSTRACT LINE
OHE — OVERHEADELECTRIC
� � � DRAINAGE EASEMENT
� �� EXISTING PIPELINE
X FENCE LINE
JJ POWER POLE
• FOUNDMONUMENT
O CALCULATEDCORNER
BEARING CHANGE
EXHIBIT "A"
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EDMUND LITTLE SURL'EY
ABSTRACT NO. 9�-!
TARRANTCOUNTY, TEXAS DRAINAGE EASEMENT
� AREA = 810 SQUARE FEET
/ (0.019 ACRES)
FOUND 1/2" P�B
IRON ROD NAD83 (4202) ,�� /
N:6970119.31 �
N 69°13'56" E: 2329234.95 �� �M
w 332.87' (TIE) I I� l
-�I I
I C�
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TOTAL NET ACRES: 3.400 ACRES oi �
(148 083 SQ. FEET)
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� SAMUEL K SMITH
� SUXVEY
ABSTRACT NO. 1-117
T.9XXANT COUNTY,
TF,XAS
TEXAS ELECTRIC
SERVICE COMPANY
8.879 ACRE TRACT
TRACT NO. 1
VOL. 2752, PG. 122
D.R.T.C.
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TOTAL ACRES: 6.100 ACRES � LINE TABLE
(265,698 SQ. FEET) � LINE# BEARING DISTANCE
I TRINITY RIVER GROUP, LP o
RIVERSIDE RECREATION ADDITION � �� N 33°a9�zr� e sz.ss� W. bV. bVHEAT
pLOT 1, BLOCK 1 0> �z ssa°zo�s�^e ta.00� SURVEY
CABINET B, SLIDE 2613 � �3 S 33�39'21" W sz.as� ABSTIL9CT N0.
P.R.T.C.T. !/-1-
COUNTY CLERK DOC. D203240176 �a N 56°20'S7" W ia.00�
D.R.T.C.T.
FOUND 1/2"
IRON ROD
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/ TARRANTCOUNTY WATER
CONTROLANDIMPROVEMENT
— � DISTRICT N0. 1
TRACT NO. 2
VOL. 2401, PG. 32
~ — — — — D.R.T.C.
TRINITY RIVER
THE POINT OF BEGINNING IS LOCATED APPROXIMATELY
2 MILES NORTHEAST OF FORT WORTH, TEXAS
i= __=—=�
NOTES:
1. BEARINGS, DISTANCES, AREAAND COORDINATES SHOWN HEREON ARE
CORRELATED TO THE TEXAS COORDINATE SYSTEM OF 1983, TEXAS NORTH
CENTR4L ZONE (4202). ALL BEARINGS AND DISTANCES SHOWN ARE GRID.
2. LATITUDE & LONGITUDE ARE NAD 83 DECIMAL GEOGR4PHIC.
3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORI
il y F'cG�� RF ,
.:j,...:...�......�.�.�....0..,.. �..i:�.
;' AARON P:BOHLS � `
..
`����.'O,p06517o�Q,? „g/I
��� SURV�-�.•'�,.-i;
� � 06/12/2024
RAA ON P. BOHLS TEXAS R.P.L.S. N0. 6517 DATE
STONEHAWK CAPITAL PARTNERS, LLC
1500 E. NORTHSIDE DRIVE
TRINITY RIVER GROUP, LP
DRAINAGE EASEMENT
1 O6/O5/24 NH ADJUSTED DRAINAGE EASEMENT APB
# DATE BV: DESCRIPTION CHK
PROJECT NO. 10701
TBPELS FIRM# 10194245
�TRANSGLOBAL 201 West Wall Street, Suite 325
5 F R V i c¢ s << c Midland, TX 79701
(817)5231180 — Fax(817)5231181
SITUATED IN
EDMUND LITTIE SURVEY
ABSTRACT NO. 954
TARRANT COUNTY, TEXAS
DRAWN BY: NH DATE: 03/29/24 DWG. NO.
CHECKED BY: APB DATE: 03/29/24 10701_DRAINAGE
EASEMENT REV1
SCALE: 1"=100' 1 OF 2
REV.
�
EXHIBIT "A"
METES AND BOUNDS DESCRIPTION
BEING A DRAINAGE EASEMENT SITUATED IN THE EDMUND LITTLE SURVEY, ABSTRACT NO. 954, TARRANT COUNTY, TEXAS AND BEING A
PART OF THAT TRACT OF LAND CONVEYED TO TRINITY RIVER GROUP, LP, RECORDED IN COUNTY CLERK DOCUMENT D203240176, DEED
RECORDS, TARRANT, COUNTY, TEXAS. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT (N: 6970119.31, E: 2329234.95) FROM WHICH A FOUND 1/2" IRON ROD BEARS N 69°13'56" W, A DISTANCE OF 332.87
FEET (TIE);
THENCE N 33°39'21" E, A DISTANCE OF 62.35 FEET TO A POINT;
THENCE S 56°20'57" E, A DISTANCE OF 13.00 FEET TO A POINT;
THENCE S 33°39'21" W, A DISTANCE OF 62.35 FEET TO A POINT, FROM WHICH A FOUND 1/2" IRON ROD BEARS S 29°31'40" W, A DISTANCE OF
231.91 FEET (TIE);
THENCE N 56°20'57" W, A DISTANCE OF 13.00 FEET TO THE POINT OF BEGINNING.
SAID EASEMENT CONTAINING A TOTAL AREA OF 810 SQUARE FEET FEET OR 0.019 ACRES IN THE EDMUND LITTLE SURVEY.
NOTES:
1. BEARINGS, DISTANCES, AREAAND COORDINATES SHOWN HEREON ARE
CORRELATED TO THE TEXAS COORDINATE SYSTEM OF 1983, TEXAS NORTH
CENTR4L ZONE (4202). ALL BEARINGS AND DISTANCES SHOWN ARE GRID.
2. LATITUDE & LONGITUDE ARE NAD 83 DECIMAL GEOGR4PHIC.
3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORI
STONEHAWK CAPITAL PARTNERS, LLC
1500 E. NORTHSIDE DRIVE
TRINITY RIVER GROUP, LP
DRAINAGE EASEMENT
1 O6/O5/24 NH ADJUSTED DRAINAGE EASEMENT APB
# DATE BV: DESCRIPTION CHK
PROJECT NO. 10701
TBPELS FIRM# 10194245
�TRANSGLOBAL 201 West Wall Street, Suite 325
5 F R V i c¢ s << c Midland, TX 79701
(817)5231180 — Fax(817)5231181
SITUATED IN
EDMUND LITTIE SURVEY
ABSTRACT NO. 954
TARRANT COUNTY, TEXAS
DRAWN BY: NH DATE: 03/29/24 DWG. NO.
CHECKED BY: APB DATE: 03/29/24 10701_DRAINAGE
EASEMENT REV1
SCALE: 1"=100' 2 OF 2
REV.
�
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/17//2022 BN 7
EXHIBIT B
This exhibit specifies design and maintenance standards for a structural water quality
device (WQ device) located below ground as part of the storm drain network when
installed as a part of a development requiring a Stormwater Facilities Maintenance
Agreement. The requirements below are in addition to all applicable City’s iSWM
requirements and should be made part of the Stormwater Facilities Maintenance
Agreement obligating the property owner to maintain the until as described in the City’s
iSWM Criteria Manual, Section 5.5. Additional guidance for WQ devices can be obtained
from the NCTCOG iSWM Technical Manual, Site Development Controls chapter.
1). The WQ device will need to be certified as meeting applicable City or Tarrant
Regional Water District (TRWD) water quality performance specifications. Certifications
will be accepted from the Technology Acceptance Reciprocity Partnership (TARP),
Technology Assessment Protocol Ecology (TAPE), or other third party testing services to
the satisfaction of the SWM/TPW City of Fort Worth.
2). The engineer shall provide the City spreadsheets and/or output from specialized vendor
software used to calculate water quality treatment discharges.
3). The engineer shall provide the City electronic CAD (or equivalent) shop drawings of
the WQ device.
4). The lowest depth of BMP invert from ground surface shall be no more than 25 feet.
Deeper units will require prior approval from the City to ensure that the unit is realistically
maintainable by the property owner.
5). Clean out ports and manholes should be designed to allow manual confined entry of a
person within the unit, and should have a minimum inner diameter manhole opening of 30
inches.
6). The WQ device itself plus an additional 10 feet perimeter buffer around the WQ device
shall be shown as permanent private drainage easement. Additional access for
maintenance equipment shall be provided from public Right-of-Way point of entry. WQ
devices requiring vactor trucks must have a 20 feet wide access pathway. The City’s
SWM Department should be consulted for easement requirements if other type of
equipment will be used by the property owner to maintain the device.
7). The engineer shall provide structural requirement of BMP unit, and report from a
structural engineer with Texas PE license if vault of WQ device or any other part of WQ
device is to buried over _25 feet below ground.
8). Engineer shall provide the Operations & Maintenance manual which includes how the
unit operates, frequency of inspection and removal of captured debris. Forms for required
maintenance from the manufacturer shall be attached to this agreement as Exhibit D.
9). Recommend that the property owner acquire a 2 year warranty on the device.
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STONEHAWK NORTHSIDE
1500 NORTHSIDE
FORT WORTM, TEXAS
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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.
Preventive Maintenance/Insnection
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 system's primary components.
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.
C=::: NTECH°
ENGINEERED SOLUTIONS
Modular Wetlands° Linear
Operation & Maintenance Manual
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M O D U L A R
WETLANDS
MODULAR WETLANDSO LINEAR
OPERATION & MAINTENANCE MANUAL
TABLE OF CONTENTS
Overview .......................................
Inspection Summary ......................
Inspection Process .........................
Maintenance Indicators .................
Inspection Process .........................
Maintenance Summary .................
Pretreatment Chamber
Prefilter Cartridge .......
Biofiltration Chamber .
Discharge Chamber ....
Inspection Report ..........................
Cleaning and Maintenance Report.
.3
.4
.5
.6
.7
.8
.9
10
11
12
13
14
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OVERVIEW
The Modular Wetlands� Linear Biofilter is designed to remove high levels of trash, debris, sediments, nutrients, metals, and
hydrocarbons. Its simple design allows for quick and easy installation. The system is housed in a standard precast structure
and can be installed at various depths to meet site-specific conditions.
INTRODUCTIOIV
This is the Modular Wetlands Linear Biofilter operation and maintenance manual. Before starting, read the instructions
and equipment lists closely. It is important to follow all necessary safety procedures associated with state and local
regulations. Some steps required confined space entry. Please contact Contech for more information on pre-authorized
third party contractors who can provide installation services in your area. For a list of service providers in your area please
visit: www.conteches.com/maintenance.
Vertical
Underdrain
Biofiltration
Chamber �
Pretreatment
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IIVSTRUCTIOIVS
INSPECTION SUMMARY
Stormwater regulations require BMPs be inspected and maintained to ensure they are operating as designed to allow
for effective pollutant removal and provide protection to receiving water bodies. It is recommended that inspections be
performed multiple times during the first year to assess the site specific loading conditions. The first year of inspections
can be used to set inspection and maintenance intervals for subsequent years to ensure appropriate maintenance is
provided.
Inspect pre-treatment, biofiltration, and discharge chambers an average of once every six to twelve months. Varies
based on site specific and local conditions.
Average inspection time is approximately 15 minutes. Always ensure appropriate safety protocol and procedures
are followed.
The following is a list of equipment required to allow for simple and effective inspection of the Modular Wetlands Linear:
• Modular Wetlands Linear Inspection Form
• Flashlight
• Manhole hook or appropriate tools to remove access hatches and covers
• Appropriate traffic control signage and procedures
• Measuring pole and/or tape measure
• Protective clothing and eye protection
• 7/16" open or closed ended wrench
• Large permanent black marker (initial inspections only - first year)
Note: entering a confined space requires appropriate safety and certification. It is generally not required for routine
inspections of the system
IIVSPECTION AND MAINTEIVANCE NOTES
1. Following maintenance and/or inspection, it is recommended that the maintenance operator prepare a
maintenance/inspection record. The record should include any maintenance activities performed, amount and
description of debris collected, and condition of the system and its various filter mechanisms.
2. The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of
maintenance. These records should be made available to the governing municipality for inspection upon request
at any time.
3. Transport all debris, trash, organics, and sediments to approved facility for disposal in accordance with local and
state requirements.
4. Entry into chambers may require confined space training based on state and local regulations.
5. No fertilizer shall be used in the biofiltration chamber.
6. Irrigation should be provided as recommended by manufacturer and/or landscape architect. Amount of irrigation
required is dependent on plant species. Some plants may not require irrigation after initial establishment.
�
IIVSPECTION PROCESS
1. Prepare the inspection form by writing in the necessary information including project name, location, date & time,
unit number and other information (see inspection form).
2. Observe the inside of the system through the access covers. If minimal light is available and vision into the unit is
impaired, utilize a flashlight to see inside the system and all of its chambers.
3. Look for any out of the ordinary obstructions in the inflow pipe, pre-treatment chamber, biofiltration chamber,
discharge chamber or outflow pipe. Write down any observations on the inspection form.
4. Through observation and/or digital photographs, estimate the amount of trash, debris accumulated in the
pre-treatment chamber. Utilizing a tape measure or measuring stick, estimate the amount of sediment in this
chamber. Record this depth on the inspection form.
5. Through visual observation, inspect the condition of the pre-filter cartridges. Look for excessive build-up of
sediment on the cartridges, any build-up on the tops of the cartridges, or clogging of the holes. Record this
information on the inspection form. The prefilter cartridges can be further inspected by removing the cartridge
tops and assessing the color of the BioMediaGREEN filter cubes (requires entry into pre-treatment chamber - see
notes previous notes regarding confined space entry). Record the color of the material. New material is a light
green color. As the media becomes clogged, it will turn darker in color, eventually becoming dark brown or black.
The closer to black the media is the higher percentage that the media is exhausted and is in need of replacement.
New Exhausted
BioMediaGREEN BioMediaGREEN
0% 85%T 100%
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The biofiltration chamber is generally maintenance-free due to the system's advanced pre-treatment chamber. For
units which have open planters with vegetation, it is recommended that the vegetation be inspected. Look for
any plants that are dead or showing signs of disease or other negative stressors. Record the general health of the
plants on the inspection form and indicate through visual observation or digital photographs if trimming of the
vegetation is required.
The discharge chamber houses the orifice control structure, drain down filter (only in California - older models),
and is connected to the outflow pipe. It is important to check to ensure the orifice is in proper operating
conditions and free of any obstructions. It is also important to assess the condition of the drain down filter
media which utilizes a block form of the BioMediaGREEN. Assess in the same manner as the cubes in the pre-
filter cartridge as mentioned above. Generally, the discharge chamber will be clean and free of debris. Inspect
the water marks on the side walls. If possible, inspect the discharge chamber during a rain event to assess the
amount of flow leaving the system while it is at 100% capacity (pre-treatment chamber water level at peak HGL -
top of bypass weir). The water level of the flowing water should be compared to the watermark level on the side
walls, which is an indicator of the highest discharge rate the system achieved when initially installed. Record on
the form if there is any difference in level from the watermark in inches.
�
NOTE.� Durinq the first few storms, the water level in the
outflow chamber should be observed and a 6" lonq horizontal
watermark line drawn (usinq a larqe permanent marker) at
the waterlevelin the discharqe cham.ber while the system is
operatinq at 100% capacity. The diaqram be%w illustrates
where the line should be drawn. This line is a reference point
for future inspections of the system.
Water level in the discharqe chamber is a function of flow rate
and pipe size. Observation of the water level durinq the first
few months of operation can be used as a benchmark level for
future inspections. The initial mark and all future obseruations
shall be made when the system is at �00% capacity (water
level at maximum level in the pre-treatment chamber). lf future
water levels are be%w this mark when the system is at 100%
capacity, this is an indicator that maintenance to the pre-filter
cartridqes may ,be needed.
8. Finalize the inspection report for analysis by the maintenance
manager to determine if maintenance is required.
MAINTEIVANCE INDICATORS
Based upon the observations made during inspection,
maintenance of the system may be required based on the
following indicators:
• Missing or damaged internal components or
cartridges
• Obstructions in the system or its inlet and/or outlet
pipes
• Excessive accumulation of floatables in the
pretreatment chamber in which the length and
width of the chamber is fully impacted more than
18". See photo below.
• Excessive accumulation of sediment in the
pretreatment chamber of more than 6" in depth.
• Excessive accumulation of sediment on the
BioMediaGREEN media housed within the
pretreatment cartridges. The following chart shows
photos of the condition of the BioMediaGREEN
contained within the pre-filter cartridges. When
media is more than 85% clogged, replacement is
required.
• Excessive accumulation of sediment on the
BioMediaGREEN media housed within the
pretreatment cartridges. When media is more than
85% clogged, replacement is required. The darker
the BioMediaGREEN, the more clogged it is and in
need of replacement.
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IIVSPECTION PROCESS
Excessive accumulation of sediment on the BioMediaGREEN media housed within the drain down filter (California
only - older models). The following photos show the condition of the BioMediaGREEN contained within the drain
down filter. When media is more than 85% clogged, replacement is required.
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Water level in the discharge chamber during 100% operating capacity (pretreatment chamber water level at max
height) is lower than the water mark by 20%.
MAINTEIVANCE SUMMARY
The time has come to maintain your Modular Wetlands� Linear. All necessary pre-maintenance steps must be carried out
before maintenance occurs. Once traffic control has been set up per local and state regulations and access covers have
been safely opened, the maintenance process can begin. It should be noted that some maintenance activities require
confined space entry. All confined space requirements must be strictly followed before entry into the system. In addition,
the following is recommended:
• Prepare the maintenance form by writing in the necessary information including project name, location, date &
time, unit number and other info (see maintenance form).
• Set up all appropriate safety and cleaning equipment.
• Ensure traffic control is set up and properly positioned.
• Prepared pre-checks (OSHA, safety, confined space entry) are performed.
The following is a list of equipment to required for maintenance of the Modular Wetlands" Linear:
• Modular Wetlands Linear Maintenance Form
• Manhole hook or appropriate tools to access hatches and covers
• Protective clothing, flashlight, and eye protection
• 7/16" open or closed ended wrench
• Vacuum assisted truck with pressure washer
• Replacement BioMediaGREEN for pre-filter cartridges if required (order from one of Contech's Maintenance Team
members at https://www.conteches.com/maintenance).
:
MAINTEIVANCE � PRETREATMENT CHAMBER
1. Remove access cover over pre-treatment chamber and position vacuum truck accordingly.
2. With a pressure washer, spray down pollutants accumulated on walls and pre-filter cartridges.
3. Vacuum out pre-treatment chamber and remove all accumulated pollutants including trash, debris, and
sediments. Be sure to vacuum the floor until the pervious pavers are visible and clean.
4. If pre-filter cartridges require media replacement, continue to step 5. If not, replace access cover and move to
step 1 1.
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MAINTEIVANCE � PREFILTER CARTRIDGES
5. After successfully cleaning out the pre-treatment chamber (previous page) enter the pre-treatment chamber.
6. Unscrew the two bolts (circles shown below) holding the lid on each cartridge filter and remove lid.
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Once filter media has been sucked out, use a pressure washer to spray down the inside of the cartridge and
it's media cages. Remove cleaned media cages and place to the side. Once removed, the vacuum hose can be
inserted into the cartridge to vacuum out any remaining material near the bottom of the cartridge.
Reinstall media cages and fill with new media from the manufacturer or outside supplier. Manufacturer will
provide specification of inedia and sources to purchase. Utilize the manufacture-provided refilling tray and
place on top of the cartridge. Fill the tray with new bulk media and shake down into place. Using your hands,
lightly compact the media into each filter cage. Once the cages are full, remove the refilling tray and replace the
cartridge top, ensuring bolts are properly tightened.
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10. Exit the pre-treatment chamber. Replace access hatch or manhole cover.
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MAINTEIVANCE � BIOFILTRATION CHAMBER
11. In general, the biofiltration chamber is maintenance-free with the exception of maintaining the vegetation. The
Modular Wetlands Linear utilizes vegetation similar to surrounding landscape areas, therefore trim vegetation to
match surrounding vegetation. If any plants have died, replace them with new ones.
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12. Each vertical under drain on the biofiltration chamber has a removable (threaded cap) that can be taken off to
check any blockages or root growth. Once removed, a jetting attachment can be used to clean out the under
drain and orifice riser.
13. As with all biofilter systems, at some point the biofiltration media (WetlandMedia) will need to be replaced. Either
because of physical clogging of sorptive exhaustion of the media ion exchange capacity (to remove dissolved
metals and phosphorous). The general life of this media is 10 to 20 years based on site specific conditions and
pollutant loading. Utilize the vacuum truck to vacuum out the media by placing the hose into the chamber. Once
all the media is removed use the power washer to spray down all the netting on the outer metal cage. Inspect the
netting for any damage or holes. If the netting is damaged it can be repaired or replaced with guidance by the
manufacturer.
14. Contact one of Contech's Maintenance Team members at https://www.conteches.com/maintenance to order
new WetlandMedia. The quantity of inedia needed can be determined by providing the model number and unit
depth. Media will be provided in super sacks for easy installation. Each sack will weigh between 1000 and 2000
Ibs. A lifting apparatus (backhoe, boom truck, or other) is recommended to position the super sack over the
biofiltration chamber. Fill the media cages up to the same level as the old media. Replant with vegetation.
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MAINTEIVANCE � DISCHARGE CHAMBER
15. Remove access hatch or manhole cover over discharge chamber.
16. Enter chamber to gain access to the drain down filter. Unlock the locking mechanism and lift up drain down filter
housing to remove used BioMediaGREEN filter block as shown below. NOTE: Drain down filter is only found on
units installed in California prior to 2023. If no drain down filter is present, skip steps 16 and 17.
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17. Insert a new BioMediaGREEN filter block and lock drain down filter housing back in place.
18. Replace access hatch or manhole cover over discharge chamber.
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12
IVOTES
13
C=::: NTEC H°
ENGINEERED SOLUTIONS
Project Name
Project Address
Owner / Management Company
Contact Phone ( ) —
Inspector Name Date / / Time AM / PM
Type of Inspection ❑ Routine ❑ Follow Up ❑ Complaint ❑ Storm Storm Event in Last 72-hours? ❑ No ❑ Yes
Weather Condition Additional Notes
Inspection Checklist
Modular Wetland System Type (Curb, Grate or UG Vault): Size (22', 14' or etc.):
Structurallntegrity: Yes No Comments
Damage to pre-treatment access cover (manhole cover/grate) or cannot be opened using normal lifting
pressure?
Damage to discharge chamber access cover (manhole cover/grate) or cannot be opened using normal lifting
pressure?
Does the MWS unit show signs of structural deterioration (cracks in the wall, damage to frame)?
Is the inleVoutlet pipe or drain down pipe damaged or othenvise not functioning properly?
Working Condition:
Is there evidence of illicit discharge or excessive oil, grease, or other automobile fluids entering and clogging th
unit?
Is there standing water in inappropriate areas after a dry period?
Is the filter insert (if applicable) at capacity and/or is there an accumulation of debris/trash on the shelf system?
Does the depth of sediment/trash/debris suggest a blockage of the inflow pipe, bypass or cartridge filter? If yes Depth:
specify which one in the comments section. Note depth of accumulation in in pre-treatment chamber.
Chamber:
Does the cartridge filter media need replacement in pre-treatment chamber and/or discharge chamber?
Any signs of improper functioning in the discharge chamber? Note issues in comments section.
Other Inspection Items:
Is there an accumulation of sedimenUtrash/debris in the wetland media (if applicable)?
Is it evident that the plants are alive and healthy (if applicable)? Please note Plant Information below.
Is there a septic or foul odor coming from inside the system?
Inspection Report
Modular Wetlands Linear
(clty) (Zlp Code)
For Office Use Only
(Reviewed By)
(Date)
Office personnel to complete section to
the left.
Waste: Yes No
Sediment / Silt / Clay
Trash / Bags / Bottles
Green Waste / Leaves / Foliage
Recommended Maintenance
No Cleaning Needed
Schedule Maintenance as Planned
Needs Immediate Maintenance
Plant Information
Dama e to Plants
Plant Re lacement
Plant Trimmin
Additional Notes:
�
C=:::NTECH°
ENGINEERED SOLUTIONS
Project Name
Project Address
Owner / Management Company
Contact
Inspector Name
Type of Inspection ❑ Routine ❑ Follow Up
Weather Condition
❑ Complaint
Phone ( )
Date /
❑ Storm
Additional Notes
Cleaning and Maintenance Report
Modular Wetlands Linear
(ci�y) (Zip Code)
For Office Use Only
(Reviewed By)
ae
Office personnel to complete section to
— the left.
/ Time AM / PM
Storm Event in Last 72-hours? ❑ No ❑ Yes
Condition of Media Operational Per
Site GPS Coordinates Manufacturer / Trash Foliage Sediment Total Debris 25/50/75/100 Manufactures'
Map # of Insert Description / Sizing Accumulation Accumulation Accumulation Accumulation (will be changed Specifications
@ 75%) (If not, why?)
Lat: MW S
Catch Basins
Lon :
MWS
Sedimentation
Basin
Media Filter
Condition
Plant Condition
Drain Down Media
Condition
Discharge Chamber
Condition
Drain Down Pipe
Condition
Inlet and Outlet
Pipe Condition
Comments:
15
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ENGINEERED SOLUTIONS
OO 2023 CONTECH ENGINEERED SOLUTIONS LLC, A QUIKRETE COMPANY
800-338-1122
W WW. CONTECH ES. COM
ALL RIGHTS RESERVED. PRINTED IN THE USA.
CONTECH ENGINEERED SOLUTIONS LLC PROVIDES SITE SOLUTIONS FOR THE CIVIL ENGINEERING
INDUSTRY. CONTECH'S PORTFOLIO WCLUDES BRIDGES, DRAINAGE, SANITARY SEWER, STORMWATER
AND EARTH STABILIZATION PRODUCTS. FOR INFORMATION ON OTHER CONTECH DIVISION
OFFERINGS, VISIT CONTECHES.COM OR CALL 800-338-1122.
■
I
�• }
NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY. APPLICATIONS
SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS
AND DEQSIONS, AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY
APPLICATION. CONTECH MAKES NO WARRANTY WHATSOEVER, EXPRESS OR IMPLIED, RELATED
TO THE APPLICATIONS, MATERIALS, COATINGS, OR PRODUCTS DISCUSSED HEREIN. ALL IMPLIED
WARRANTIES OF MERCHANTABILITY AND ALL IMPLIED WARRANTIES OF FITNESS FOR ANY
PARTICULAR PURPOSE ARE DISCLAIMED BY CONTECH. SEE CONTECH'S CONDITIONS OF SALE
(AVAILABLE AT WWW.CONTECHES.COM/COS) FOR MORE INFORMATION.
SUPPORT
DRAWWGS AND SPEQFlCATIONS ARE AVAILABLE AT WWW.CONTECHES.COM
Modular Wetlands Maintenance Guide 1/2023
EXHIBIT "D"
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowin
Remove Trash and
debris
Inspect irrigation
s stem o eration
Remove grass
cli in s
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
ond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
ve etation
Location of Erosion
Percent of
ve etation
Condition of trash
uard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Qualit Structure
Structure type and
Condition
Condition of Rip-
Ra
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
Condition of
filtration s stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT � O
Rev. 11 /17/2016