HomeMy WebLinkAboutContract 54048 J u n 23,2020
CSC No.54048
8:57 AM
STORMWATER FACILITY
MAINTENANCE AGREEMENT
WATER QUALITY DEVICES
THIS AGREEMENT, made and entered into this 15 day of June
2020, by and between Christopher J. Powers Jr., acting by and through Scott Goat Farm,
LLC, hereinafter referred to as "Landowner", and the City of Font Worth, hereinafter
referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as an
approximately 7.269 acre tract located in the Brittain D. Alford Survey, Abstract No. 37,
City of Fort Worth, Tarrant County, Texas according to the deed recorded under
Instrument Number D217059810, 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 Plarr/Subdivision Plan known as Overture River District, 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 rum 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
sediment, nutrients, 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");
UitV SE11 l��1 ARIf
WATER QUALITY DEVICE-STORM WATER FACILITY MAINTENANCE AGREEMENT C,
Rev.05/04/2017 Ft aA)R V5�
Hy TX 1
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 third-party,
Landowner shall provide a copy of the contract to the City at the time this
Agreement is executed It shall be the Landowner's responsibility to ensure
that the contracting party is properly qualified to maintain the Facility and to
provide any updates to the contract as a part of the annual inspection report
discussed immediately below..
3. The Landowner shall inspect or shall cause to be inspected the Facility at
frequency specified by the manufacturer or annually, if not specified by the
manufacturer, using the inspection form in Exhibit C or equivalent by
manufacturer, and shall be compiled and submitted 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. 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
WATER QUALITY DEVICE-STORM WATER FACILITY MAINTENANCE AGREEMENT 2
Rev.05/04/2017
corrected within 45 days, and corrections once made shall be so noted in the
next inspection form
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
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
WATER QUALITY DEVICE-STORM WATER FACILITY MAINTENANCE AGREEMENT 3
Rev.05/04/2017
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
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 owner's association.
[SIGNATURE PAGE FOLLOWS]
WATER QUALITY DEVICE-STORM WATER FACILITY MAINTENANCE AGREEMENT 4
Rev.05/04/2017
Executed this 15th_day of June 20
Landowner City of Fort Worth
Dahl guy hdoff
SCOTT GOAT FARM, LLC Dana Burghdoff Vun 15,2020 11:45 CDT)
a Texas limited liability company4,uw(�a,¢Sol1,ot=r
Assistant City Manager
By: (4
Christopher J. Powers, Jr.,Manager Contract Manager:
Name:
Title:
Approved as to Form and Legality
C�tNrs�c�R. L�helL-���
Christy R.Lopez-Reynold (Jun 15,2020 0:51 CDT)
Assistant City Attorney
ATTEST •, � , •..�r t_
City Secretaryr
OFF CUAL RECC- k
CITY SECRETARY 9
FT WORTH, TX
WATER QUALITY DEVICE-STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.05/04/2017 —�^
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on June 17,2020 by
Arr4Qw �FF ,Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
LAURIE Digitally signed by LAURIE
PEQUENO LEWIS
PEQUENO LEWIS Date:2020.06.17 13:17:56-05'00' 2�PRVP(BC LAURIE PEQUENO LEWIS
Notary Public
Notary Public State of Texas ` STATE OF TEXAS
Qy Notary I.D.132278952
9'goFj� My Comm.Exp.Dec.10,2023
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undersigned authority on this �i day of
20 L., personally appeared
hn 1v :
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
and that he executed the same as its
YV1 .lV1aC� Cr nd as the act of such %(kyj(4pv, and for the purposes and
consideration expressed in the foregoing instrument.
-Notary Public, State of Texas
P,
aft Shang Rose Crawford
/ My commission Expires
IN
' 08/2112023
•..,,,., 1 ID No 126098660
UFFICUA.L RECORFU)
CITY SECRETARY
WATER QUALITY DEVICE-STORM WATER FACILITY MAINTENANCE AGREEMENT FT. WORWH,c TK
Rev.05/04/2017
Con tract Co'mpliancc Manage).
By signing I ncknowledge that I cult the person responsible
for the monitoring and administration of this contact,including
ensurin4 all ptclformance and repo ilkv requirements,
jyf�lfhLV,-f.Janie S. Nlorales
Development Savices Manager
11A
Exhibit "A"
WATER QUALITY DEVICE-STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.06/04/2017
WATER QUALITY AREA 1
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No.
D2017059810, Official Public Records of Tarrant County, Texas, and being more particularly
described as follows:
COMMENCING at a 5/8" iron rod with plastic cap stamped "KHA" found in Scott Road (a variable
width right-of-way) at the northeast corner of said 7.2694 acre tract, from which a mag nail found at
the northwest corner of said 7.2694 acre tract bears South 89°52'48" West, a distance of 564.00 feet;
THENCE departing said Scott Road, over and across said 7.2694 acre tract, South 4°41'25" West, a
distance of 135.98 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
South 0007'12" East, a distance of 20.00 feet to a point for corner;
South 89°52'48" West, a distance of 47.00 feet to a point for corner;
North 0007'12" West, a distance of 20.00 feet to a point for corner;
North 89052'48" East, a distance of 47.00 feet to the POINT OF BEGINNING and
containing 940 square feet or 0.0216 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
OF BRITTAIN D. ALFORD SURVEY,
C�PGISTE/ Q ABSTRACT NO. 37
CITY OF FORT WORTH,
......• p••• TARRANT COUNTY, TEXAS
AVOJ. EIRDT
UK• 066 KiMjpy))) Horn
DAVID J. DE WEIRDT !'• �p0F ��P:'�REGISTERED PROFESSIONAL 9� E S S�. y� 13455 Noel Road,Two Galled Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 D .S U R v ` Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Sale I Drawn by I Checked by Date Proiect No. I Sheet No.
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WATER QUALITY AREA 2
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No. D2017059810,
Official Public Records of Tarrant County, Texas, and being more particularly described as follows:
COMMENCING at a 5/8" iron rod with plastic cap stamped "KHA" found in Scott Road (a variable width
right-of-way) at the northeast corner of said 7.2694 acre tract, from which a mag nail found at the
northwest corner of said 7.2694 acre tract bears South 89052'48" West, a distance of 564.00 feet;
THENCE departing said Scott Road, over and across said 7.2694 acre tract, South 45°53'53" West, a
distance of 195.12 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
South 0007'12" East, a distance of 20.00 feet to a point for corner;
South 89°52'48" West, a distance of 172.50 feet to a point for corner;
North 0°07'12" West, a distance of 20.00 feet to a point for corner;
North 89°52'48" East, a distance of 172.50 feet to the POINT OF BEGINNING and
containing 3,450 square feet or 0.0792 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
�E OFT BRITTAIN D. ALFORD SURVEY,
C-�PGISTO ABSTRACT NO. 37
CITY OF FORT WORTH,
*'.. f
• ••••••• ••••• •• ••••• TARRANT COUNTY, TEXAS
AVyJ. Q EIRDT
066 • ••. KiMjpy))) Horn
DAVID J. DE WEIRDT �•:i�PF �Q '�REGISTERED PROFESSIONAL 9�Ji ESS�. 'y0 13455 Noel Road,Two Galled Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 Q S•U•R v ` Tower,Suite 700,Dallas,Texas 75240 FIRM 410115500 Fax No.(972)239-3820
Scale Drawn by Checked by D_te Proiect No. Sheet No.
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WATER QUALITY AREA 3
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No. D2017059810,
Official Public Records of Tarrant County, Texas, and being more particularly described as follows:
COMMENCING at a mag nail found in Scott Road (a variable width right-of-way) at the northwest
corner of said 7.2694 acre tract, from which a 5/8" iron rod with plastic cap stamped "KHA" found at the
northeast corner of said 7.2694 acre tract bears North 89°52'48" East, a distance of 564.00 feet;
THENCE departing said Scott Road, over and across said 7.2694 acre tract, South 21°46'48" East, a
distance of 163.90 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
North 89°52'48" East, a distance of 22.03 feet to a point for corner;
South 0'07'12" East, a distance of 10.00 feet to a point for corner;
South 89°52'48" West, a distance of 2.03 feet to a point for corner;
South 000712" East, a distance of 101.17 feet to a point for corner;
South 89052'48" West, a distance of 20.00 feet to a point for corner;
North 0°07'12" West, a distance of 111.17 feet to the POINT OF BEGINNING and
containing 2,244 square feet or 0.0515 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
�E OFT BRITTAIN D. ALFORD SURVEY,
��P �isroc�"q ABSTRACT NO. 37
CITY OF FORT WORTH,
......• �••• TARRANT COUNTY, TEXAS
AV4i)J. EIRDT
DAVIDJ. DEWEIRDT < APB 066 ��, Kimley))) Horn
REGISTERED PROFESSIONAL 9,1;' •FES S��.G•y0 13455 Noel Road,Two Galleria Office Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 O •S.U.R v ` Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Scale Drawn by I Checked by I Date Proiect No. Sheet No.
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WATER QUALITY AREA 4
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No. D2017059810,
Official Public Records of Tarrant County, Texas, and being more particularly described as follows:
COMMENCING at a mag nail found in Scott Road (a variable width right-of-way) at the northwest
corner of said 7.2694 acre tract, from which a 5/8" iron rod with plastic cap stamped "KHA" found at
the northeast corner of said 7.2694 acre tract bears North 89052'48" East, a distance of 564.00 feet;
THENCE departing said Scott Road, over and across said 7.2694 acre tract, South 10007'22" East, a
distance of 348.29 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
North 89052'48" East, a distance of 20.00 feet to a point for corner;
South 0007'12" East, a distance of 125.51 feet to a point for corner;
South 89°52'48" West, a distance of 20.00 feet to a point for corner;
North 0007'12" West, a distance of 125.51 feet to the POINT OF BEGINNING and
containing 2,510 square feet or 0.0576 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
OFT BRITTAIN D. ALFORD SURVEY,
�'�P eyGISTEay ABSTRACT NO. 37
CITY OF FORT WORTH,
' r
TARRANT COUNTY, TEXAS
..*..
AVgJ. P EIRDT
A¢'
KiMjpy))) HornDAVID J. DE WEIRDT �'•.;A�F ��Q;.•'�
REGISTERED PROFESSIONAL 9,1, ESS�•. y0 13455NoelRoad,TwoGalleri Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 Q •S•� R V ` Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Sale Drawn by I Checked by Date Proiect No. I Sheet No.
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WATER QUALITY AREA 5
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No.
D2017059810, Official Public Records of Tarrant County, Texas, and being more particularly
described as follows:
COMMENCING at a 5/8" iron rod (control monument) found at the southwest corner of
said 7.2694 acre tract from which a mag nail found in Scott Road (a variable width right-of-way) at the
northwest corner of said 7.2694 acre tract bears North 0°07'12" West, a distance of 696.73 feet;
THENCE departing said southwest corner, over and across said 7.2694 acre tract, North 25002'48"
East, a distance of 172.93 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
North 0007'12" West, a distance of 20.00 feet to a point for corner;
North 89052'48" East, a distance of 173.00 feet to a point for corner;
South 0'07'12" East, a distance of 20.00 feet to a point for corner;
South 89052'48" West, a distance of 173.00 feet to the POINT OF BEGINNING and
containing 3,460 square feet or 0.0576 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
�E OF r`y BRITTAIN D. ALFORD SURVEY,
�'�PGISTOC19 ABSTRACT NO. 37
CITY OF FORT WORTH,
.............. ... ..
TARRANT COUNTY, TEXAS
AVO �
J. EIRDT
DAVID J. DE WEIRDT l APB 066 ��, Kimlqy))) Horn
P:REGISTERED PROFESSIONAL 9,v' •FESS��.•y0 13455NoelRoad,TwoGalled Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 •5 .....v Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Scale Drawn by I Checked by Date Proiect No. I Sheet No.
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WATER QUALITY AREA 6
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No.
D2017059810, Official Public Records of Tarrant County, Texas, and being more particularly
described as follows:
COMMENCING at a 5/8" iron rod (control monument) found at the southwest corner of
said 7.2694 acre tract from which a mag nail found in Scott Road (a variable width right-of-way) at the
northwest corner of said 7.2694 acre tract bears North 0007'12" West, a distance of 696.73 feet;
THENCE departing said southwest corner, over and across said 7.2694 acre tract, North 63e03'35"
East, a distance of 264.62 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
North 48010'38" East, a distance of 24.00 feet to a point for corner;
South 41°49'22" East, a distance of 10.00 feet to a point for corner;
South 48'10'38" West, a distance of 24.00 feet to a point for corner;
North 41 o49'22" West, a distance of 10.00 feet to the POINT OF BEGINNING and
containing 240 square feet or 0.0055 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
�E OFT BRITTAIN D. ALFORD SURVEY,
C,�P• �israq _ ABSTRACT NO. 37
CITY OF FORT WORTH,
*'.. r
• ••••••• �••• •• ••••• TARRANT COUNTY, TEXAS
AVW?)J. EIRDT
066 Kim1ppoHorn
DAVID J. DE WEIRDT l�.�PF �Q' �REGISTERED PROFESSIONAL 9�ji E S S�.. 'y0 13455 Noel Road,Two Galled Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 O •S U R V ` Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Scale I Drawn by Checked by I Date Proiect No. I Sheet No.
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WATER QUALITY AREA 7
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No.
D2017059810, Official Public Records of Tarrant County, Texas, and being more particularly
described as follows:
COMMENCING at a 5/8" iron rod (control monument) found at the southeast corner of
said 7.2694 acre tract from which a 5/8" iron rod with plastic cap stamped "KHA" found in Scott Road
(a variable width right-of-way) at the northeast corner of said 7.2694 acre tract bears
North 0007'12" West, a distance of 329.20 feet;
THENCE departing said southeast corner, over and across said 7.2694 acre tract, South 49017'03"
West, a distance of 212.06 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
South 48°04'02" West, a distance of 14.50 feet to a point for corner;
North 42'07'12" West, a distance of 12.00 feet to a point for corner;
North 48°04'02" East, a distance of 14.50 feet to a point for corner;
South 42007'12" East, a distance of 12.00 feet to the POINT OF BEGINNING and
containing 174 square feet or 0.0040 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
�E OF BRITTAIN D. ALFORD SURVEY,
��PGISTE/ Q ABSTRACT NO. 37
CITY OF FORT WORTH,
*`..
• ••••••• �••• •• ••••• TARRANT COUNTY, TEXAS
AVW?9J: EIRDT
066 KirnIpp)) Horn
DAVID J. DE WEIRDT �•�.o�P0F ��Q\'"�REGISTERED PROFESSIONAL 9y E S S�`I•.•�0 13455 Noel Road,Two Galleri Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 Q S•U•R V ` Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Scale I Drawn by I Checked by Date Proiect No. Sheet No.
dave.deweirdt@kimley-horn.com 04/30/2020 N/A MSM DJD APRIL2020 1 067771658 7 OF 16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-F\MDWG\EXHIBITS\067771658-ORD PH 2_WiR QUALITY AREAS.DWG
WATER QUALITY AREA 8
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No.
D2017059810, Official Public Records of Tarrant County, Texas, and being more particularly
described as follows:
COMMENCING at a 5/8" iron rod (control monument) found at the southeast corner of
said 7.2694 acre tract from which a 5/8" iron rod with plastic cap stamped "KHA" found in Scott Road
(a variable width right-of-way) at the northeast corner of said 7.2694 acre tract bears
North 0007'12" West, a distance of 329.20 feet;
THENCE departing said southeast corner, over and across said 7.2694 acre tract, North 51030'21"
West, a distance of 90.10 feet to the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
South 000712" East, a distance of 108.00 feet to a point for corner;
South 89°52'48" West, a distance of 18.00 feet to a point for corner;
North 0007'12" West, a distance of 108.00 feet to a point for corner;
North 89°52'48" East, a distance of 18.00 feet to the POINT OF BEGINNING and
containing 1,944 square feet or 0.0446 acres of land.
Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American
Datum of 2011.
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
�E OF BRITTAIN D. ALFORD SURVEY,
�P.• ST ABSTRACT NO. 37
G' O CITY OF FORT WORTH,
..*..
• ••••••• �••• •• •••• TARRANT COUNTY, TEXAS
AVIq�J. EIRDT
066 Kimley* Horn
DAVID J. DE WEIRDT �••:�poF OAP:�
REGISTERED PROFESSIONAL 9,1; ES S�•.c•yo 13455 Noel Road,Two Galleria Office Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 Q S R V ` Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
U
S_le I Drawn by Checked by Date Proiect No. Sheet No.
dave.deweirdt@kimley-horn.com 04/30/2020 N/A MSM DJD I APRIL2020 1 067771658 B OF 16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FWADWG\EXHIBITS\067771658-ORD PH 2_WiR QUALITY AREAS.DWG
WATER QUALITY AREA 9
BEING a tract of land situated in the Brittain D. Alford Survey, Abstract No. 37, City of Fort Worth,
Tarrant County, Texas and being part of a called 7.2694 acre tract of land described in the General
Warranty Deed with Vendor's Lien to Scott Goat Farm, LLC, recorded in Instrument No. D2017059810,
Official Public Records of Tarrant County, Texas, and being more particularly described as follows:
COMMENCING at a 5/8" iron rod (control monument) found at the southeast corner of said 7.2694 acre
tract from which a 5/8" iron rod with plastic cap stamped "KHA" found in Scott Road (a variable width
right-of-way) at the northeast corner of said 7.2694 acre tract bears North 0007'12" West, a distance
of 329.20 feet;
THENCE departing said southeast corner, over and across said 7.2694 acre tract, South 63042'07"
West, a distance of 255.79 feet to a point being the beginning of a non-tangent curve to the right having
a central angle of 201°43'14", a radius of 13.82 feet, a chord bearing and distance of North 55°01'43"
West, 27.15 feet, and being the POINT OF BEGINNING;
THENCE continuing over and across said 7.2694 acre tract, the following courses and distances:
In a northwesterly direction, an arc distance of 48.67 feet to a point at the beginning of a
non-tangent reverse curve to the left having a central angle of 52e49'48", a radius of 15.41 feet, a
chord bearing and distance of North 07°38'10" East, 13.71 feet;
In a northeasterly direction, an arc distance of 14.21 feet to a point at the beginning of a
non-tangent reverse curve to the right having a central angle of 128°57'35", a radius of 14.28 feet, a
chord bearing and distance of North 4900017" East, 25.78 feet;
In a northeasterly direction, an arc distance of 32.15 feet to a point at the beginning of a
non-tangent reverse curve to the left having a central angle of 46°33'25", a radius of 22.69 feet, a
chord bearing and distance of South 88°38'18" East, 17.93 feet;
In a southeasterly direction, an arc distance of 18.43 feet to a point at the beginning of a
non-tangent reverse curve to the right having a central angle of 202001" 8", a radius of 11.43 feet, a
chord bearing and distance of South 24°43'57" East, 22.45 feet;
In a southeasterly direction, an arc distance of 40.31 feet to a point at the beginning of a
non-tangent reverse curve to the left having a central angle 50°54'57", a radius of 42.45 feet, a
chord bearing and distance of South 46°12'54" West, 36.49 feet;
In a southwesterly direction, an arc distance of 37.72 WATER QUALITY
feet to the POINT OF BEGINNING and containing AGREEMENT AREA
2,060 square feet or 0.0473 acres of land. PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
�E OFT�y BRITTAIN D. ALFORD SURVEY,
Bearing system based on the ��Q.-G)STEp-!y ABSTRACT NO. 37
Texas Coordinate System of CITY OF FORT WORTH,
1983, North Central Zone *.•
•••• . ••••• •• TARRANT COUNTY, TEXAS
(4202), North American Datum AVIl�J. Q EIRDT
of2011. •.. A ••• • oss••••v:•�•• Ki m1pp)) H o r n
DAVID J. DE WEIRDT <,••.,0 OAP;REGISTERED PROFESSIONAL 9,1; E S S�``II,.t•y0 13455 Noel Road,Two Galleri Tel.No.(972)770-1300
LAND SURVEYOR NO. 5066 D S R V ` Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
S_le I Drawn by Checked by Date Project No. Sheet No.
dave.deweirdt@kimley-horn.com 04/30/2020 N/A MSM DJD I APRIL2020 1 067771658 90F16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FIMDWG\EXHIBITS\067771658-ORD PH 2_WiR QUALITY AREAS.DWG
91
D TLOT G.BLOCK.3 of W
VOL.398-10E.PG 63 LOT 16-B t j W LOT 16 LOT 1E W
P-RT.C.T. Z
BLOCK 2,DE.vUERS ADD'il DEAVEPS AGDITI�;!
Z� VOL-1704,PG.?E I VOL.I811.PG.553
LOT 16 P.R.T.C.T. —P.PT-C T. Z
SCOTT ROAD V SCOTT ROAD
CALLED 72694 ACRES I CALLED 72694 ACRES 1
SCOTT GOAT FARM,LLC SCOTT GOAT FARM,LLC WATER
INST.N0.D2170S9510 INST.N0.D217059910
O.P.R.T,C.T. O.P.R.T.C.T.
QUALITY I
SHEET 12 SHEET 11 AREA
I = _ I
TER WA WATER
QUALITY QUALITY
I AREA 3 I AREA 2 MT
I I
ELLS
WATER /
CALLED 7AT'ARI'
SCOTTEGOAARMRLLC SItOTTTNO.D217R059810C QUALITY
INST.NO.D 810 1 O.P.RT.C.T. AREA 8
O.P.R.T.C.T..GT.
�J
SHEET 13 I SHEET 14
LEL I I
L
IN1N_, 1
"F li__', WATER WATER ol
QUALITY QUALITY
AREA 9 w '
AREA 4l
Sy�~
1 1
WATER
�J
QUALITY r
AREA 7
CAL ED 7.:d f.i P,ES
TA.RRANT GOUNTYw-,TER CONTROLAND
IMPROVEIITITT DISTRICT IN!!aER OIIE y
VOL,R.T PT,77u �'\1F pb
WATER oR.T
WATER � ilo�
I QUALITY QUALITY�'!!/
I AREA 5 AREA 6 /
WATER QUALITY
�.T I.PRT nT I AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
BRITTAIN D. ALFORD SURVEY,
ABSTRACT NO. 37
L CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
0 50 100
KEY MAP NORTH Kimley))) Horn
GRAPHIC SCALE IN FEET
13455 Noel Road,Two Gallena Office Tel.No.(972)770-1300
NOTE: Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Background parking, drive isles, water & storm pipes Shown Scale I Drawn by I Checked by I Date Proiect No. I Sheet No.
hereon are proposed and shown for informational purposes only. 1"=100 MSM DAD APRIL 2020 1 067771658 10 of 16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FV✓\DWG\EXHIBITS\067771658-ORD PH 2_WTR QUALITY AREAS.DWG
LOT 6, BLOCK 3 W
' LOT 16 DEAVERS ADDITION U) Z
VOL. 1811, PG. 583 � Q
12"IRE P.R.T.(7.T. 7D —J
SCOTT ROAD
789°52'48_ 564.00'
/N 5/6"IRFC
P.O.C. M (PKF S 71`47'W 6.43)
// (PKF S 62'W 10.3')
(CSF N 69'9°23'W 10.4')
' AREA 1 &2
o
0
CALLED 7.2694 ACRES
SCOTT GOAT FARM, LLC / w z r If
INST. NO.D217059810 /��� �I U n t�
O.P.R.T.C.T. /y� N 0, Z N t
W /c b�' v l � U)
0 < 0
/ P.O.B. J0o � o
W P.O.B. / IZ
W / AREA 1
AREA 2 // N89°52'48"E
W' N89°52'48"E 172.50' NO°07'12"W 47.00'
-17 20.00'
J SO°07'12"E SO°07'12"E
= 20.00' 20.00'
C) S89°52'48"W 172.50'
Q S89°52'48"W IN
04
WATER QUALITY 47.00'
AREA 2 WATER QUALITY r W 0
0.0792 ACRES AREA 1
n OofcnfY
f 3,450 SQ. FT. 0.0216 ACRES o m > a
940 SQ. FT. IZ
L
MATCH LINE (SEE SHEET 15)
0 25 50
NORTH WATER QUALITY
GRAPHIC SCALE IN FEET
AGREEMENT AREA
NOTES: PART OF 7.2694 ACRE TRACT,
Bearing system based on the Texas Coordinate System of 1983, SCOTT GOAT FARM, LLC,
North Central Zone(4202),North American Datum of 2011. BRITTAIN D. ALFORD SURVEY,
Background parking, drive isles, water & storm pipes shown ABSTRACT NO. 37
hereon are proposed and shown for informational purposes only.
LEGEND CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
P.O.C.=POINT OF COMMENCING
P.O.B.=POINT OF BEGINNING Kim1ppoHorn
INST. NO.=INSTRTRUMENT NO.
VOL. PG.=VOLUME PAGEIRFC=IRON ROD W/CAP FOUND 13455 Noel Road,Two Galled Tel.No.(972)770-1300
D.R.T.C.T.=DEED RECORDS OF TARRANT COUNTY,TEXAS Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3620
O.P.R.T.C.T.=OFFICIAL PUBLIC RECORDS,TARRANT COUNTY,TEXAS Scale Drawn by c DJD by RIL 067Pro77t 65 Sheet No.
1"=50' MSM DJD APRIL2020 067771658 110�16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FMDWG\EXHIBITS\067771658-ORD PH 2_WiR QUALITY AREAS.DWG
BLOCK 1, DEAVERS I I '
LOT 16
VOL. 388-188, PG. 83 LOT 16-B Uj z '
P.R.T.C.T. BLOCK 2, DEAVERS ADD'N
z Q VOL. 1764, PG. 291
LOT 16-A — _ J P.R.T-C.T. — '
(A 50'EASEMENT OP.R.O.W.) MNF SCOTT ROAD _ _ _
BK.3,PG.70,COMMISSIONERS
COURT RECORDS N89°52'48"E 564.00'
(OCCUPIED AT t 40) I\ t
P.O.C.
i AREA 3 &4
I \ Na
I I \v CALLED 7.2694 ACRES
I I SCOTT GOAT FARM, LLC
I �m INST. NO. D217059810
I rnw O.P.R.T.C.T.
w
1 � _
P.O. B. �w
EMT
Q � NU 1 I AREA
w w
w = co 17 I� N89°52'48"E Z
M 0 rr N \ 22.03' NO°07'12"W J
2 Oz 0 I SO°07'12"E 20.00' _
Qau~i z I 10.00, U
z I S89°52'48"W <
I 2.03'
WATER QUALITY
I
AREA 3
N 0.0515 ACRES i
z o 21244 SQ. FT.
I CD
U)
I S89°52'48"W
I 20,00'
I �
MATCH LINE (SEE SHEET 13)
25 50 WATER QUALITY
NORTH AGREEMENT AREA
GRAPHIC SCALE IN FEET
NOTES: PART OF 7.2694 ACRE TRACT,
Bearing system based on the Texas Coordinate System of 1983, SCOTT GOAT FARM, LLC,
North Central Zone(4202), North American Datum of 2011. BRITTAIN D. ALFORD SURVEY,
Background parking, drive isles, water & storm pipes shown ABSTRACT NO. 37
hereon are proposed and shown for informational purposes only. CITY OF FORT WORTH,
LEGEND TARRANT COUNTY, TEXAS
P.O.C.=POINT OF COMMENCING
P.O.B.=POINT OF BEGINNING KiMjpy))) Horn
INST. NO.=INSTRTRUMENT NO.
VOL. PG.=VOLUME PAGEIRFC=IRON ROD W/CAP FOUND 13455 Noel Road,Two Galleri Tel.No.(972)770-1300
Tower,Suite 700,Dallas,Texas 75240 FIRM/f 10115500 Fax No.(972)239-3B20
D.R.T.C.T.=DEED RECORDS OF TARRANT COUNTY,TEXAS
o.
O.P.R.T.C.T.=OFFICIAL PUBLIC RECORDS,TARRANT COUNTY,TEXAS scale Drawn b Checked by Date Project No. sheet 1
1"=50' MSM DJD AP
067771656 12 OF 6
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FWDWG\EXHIBITS\067771658-ORD PH 2_WTR QUALITY AREAS.DWG
MATCH LINE (SEE SHEET 12)
1
I(P
CALLED 7.2694 ACRES
I I N SCOTT GOAT FARM,LLC
Im INST.NO. D217059810
P.O. B.
w I .O. [�U. O.P.R.T.C.T.
1 Co AREA 4 J�� 1 LO
M 1 N89°52'48"E �--
20.00' LLI
s WATER QUALITY •``°�o. l=
of AREA 4 ����Po w
zl 0.0576 ACRES �\��PP� lui
LO
CALLED 3.387 ACRES LO N N 21510 SQ. FT. W
PAUL G.HICKS 1 Z
INST. NO. D216245905 w
O.P.R.T.C.T. N I=
e � U
z 0 Q
1�
1
S89°52'48"W 1
20.00'
MATCH LINE (SEE SHEET 14)
NORTH
0 25 50
GRAPHIC SCALE IN FEET
WATER QUALITY
NOTES: AGREEMENT AREA
For Line and Curve Tables,see sheet 16 of 16. PART OF 7.2694 ACRE TRACT,
Bearing system based on the Texas Coordinate System of 1983, SCOTT GOAT FARM, LLC,
North Central Zone(4202),North American Datum of 2011. BRITTAIN D. ALFORD SURVEY,
Background parking,drive isles,water&storm pipes shown ABSTRACT NO. 37
hereon are proposed and shown for informational purposes only.
CITY OF FORT WORTH,
LEGEND TARRANT COUNTY, TEXAS
P.O.C.=POINT OF COMMENCING
P.O.B.=POINT BEGINNING Kimj�y))) Horn
INST. NO.=INSTRTRUMENT NO.
VOL, PG.=VOLUME PAGEIRFC=IRON ROD W/CAP FOUND 13455 Noel Road,Two Galferi Tel.No.(972)770-1300
D.R.T.C.T.=DEED RECORDS OF TARRANT COUNTY,TEXAS Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
O.P.R.T.C.T.=OFFICIAL PUBLIC RECORDS,TARRANT COUNTY,TEXAS scale Drawn by Checked by Date 067Pro771 Sheet No.
1"=50' MSM DJD APRIL 2020 067771658 13 OF 16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FIMDWG\EXHIBITS\067771658-ORD PH 2_WFR QUALITY AREAS.DWG
MATCH LINE (SEE SHEET 13)
MP
NO°07'12"W N89°52'48"E 173.00'
20.00' S0°0712"E
20.00'
P.O.B. / S89°5248"W 173.00'
AREA / P.O.B.
co
/ AREA 6 LID
QD ^ti//WATER QUALITY �F 'W
AREA 5 W
El ate/ 0.0794 ACRES
z =// 3,460 SQ. FT. w
CALLED 3,387 ACRES / // 5ti�2 U)
PAUL G. HICKS i 5
INST. NO. D216245905 LLl
O.P.R.T.C.T. / /Z IRFC 'Z
spa$° WATER QUALITY
/ i�a Say p2 AREA 6
0.0055 ACRES <
5/B"IRF W °a' 240 SQ. FT.
(C.M.) 87. IRFC '
SS0°59'48
CALLED 7.88 ACRES
P.O.C. TARRANT COUNTY WATER CONTROL AND '
AREA 5 &6 IMPROVEMENT DISTRICT NUMBER ONE
VOL.4032, PG. 170 '
D.R.T.C.T.
NORTH '
0 25 50
GRAPHIC SCALE IN FEET
WATER QUALITY
NOTES: AGREEMENT AREA
For Line and Curve Tables,see sheet 16 of 16. PART OF 7.2694 ACRE TRACT,
Bearing system based on the Texas Coordinate System of 1983, SCOTT GOAT FARM, LLC,
North Central Zone(4202),North American Datum of2011. BRITTAIN D. ALFORD SURVEY,
Background parking,drive isles,water&storm pipes shown ABSTRACT NO. 37
hereon are proposed and shown for informational purposes only. CITY OF FORT WORTH,
LEGEND TARRANT COUNTY, TEXAS
P.O.C.=POINT OF COMMENCING
P.O.B.=POINT BEGINNING KiMjqy))) Horn
INST.NO.=INSTRTRUMENT NO.
VOL. PG.=VOLUME PAGEIRFC=IRON ROD W/CAP FOUND 13455 Noel Road,Two Gallen Tel.No.(972)770-1300
D.R.T.C.T.=DEED RECORDS OF TARRANT COUNTY,TEXAS Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
O.P.R.T.C.T.=OFFICIAL PUBLIC RECORDS,TARRANT COUNTY,TEXAS Scale Drawn by Checked by Date ProiectNo. Sheet No.
14 50' MSM DJD APRIL 2020 067771658 14 OF 16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FWADWG\EXHIBITS\067771658-ORD PH 2_WTR QUALITY AREAS.DWG
MATCH LINE (SEE SHEET 11)
N89°52'48"E P.O. B.
18.00'
C AREA 8 N
CALLED 7.2694 ACRES WATER QUALITY \ co
SCOTT GOAT FARM, LLC AREA 8 0 \�� N /
INST. NO. D217059810 0.0446 ACRES o �,� I;)
� o
j O.P.R.T.C.T. o o Z518"11RF
1,944 SQ. FT. o
WATER QUALITY // G.M.,
P.O.C.
AREA 9 CD
0.0473 ACRES // ��� AREA 7, 8, & 9
2,060 SQ. FT. 2� / // 5/8"IRF
0
_' V^� C4 n S89°52'48"W /� z w
¢ O
s // 18.00' / JO W
W v GcO // �L/ W D
of UZN
Q W U U`
Z
�� �`� '' P.O.B. � Z � � o
P.O. B. < O W o
AREA � C) � �
Q AREA 9 �� z o
WATER QUALITY Of [if
AREA 7
0.0040 ACRES
174 SQ. FT.
eO
' P����o
CALLED 7.88 ACRES
TARRANT COUNTY WATER CONTROL AND
' 5/8"IRF IMPROVEMENT DISTRICT NUMBER ONE P g�
aM.l VOL.4032, PG. 170
D,R.T.C.T.
0 25 50
NORTH WATER QUALITY
GRAPHIC SCALE IN FEET
NOTES: AGREEMENT AREA
For Line and Curve Tables,see sheet 16 of 16. PART OF 7.2694 ACRE TRACT,
Bearing system based on the Texas Coordinate System of 1983, SCOTT GOAT FARM, LLC,
North Central Zone(4202), North American Datum of 2011. BRITTAIN D. ALFORD SURVEY,
Background parking,drive isles,water&storm pipes shown ABSTRACT NO. 37
hereon are proposed and shown for informational purposes only. CITY OF FORT WORTH,
LEGEND TARRANT COUNTY, TEXAS
P.O.C.=POINT OF COMMENCING
P.O.B.=POINT OF BEGINNING Ki rntpy* Horn
INST. NO.=INSTRTRUMENT NO.
VOL. PG.=VOLUME PAGEIRFC=IRON ROD W/CAP FOUND 13455 Noel Road,Two Galled Tel.No.(972)770-1300
D.R.T.C.T.=DEED RECORDS OF TARRANT COUNTY,TEXAS Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
o.
O.P.R.T.C.T.=OFFICIAL PUBLIC RECORDS,TARRANT COUNTY,TEXAS Scale Drawn b checked by Date Project No. Sheet 16
1"=50' MSM DJD APRIL2020 067771658 150F
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FIMDWG\EXHIBITS\067771658-ORD PH 2_WTR QUALITY AREAS.DWG
LINE TABLE CURVE TABLE
NO. BEARING LENGTH NO. DELTA RADIUS LENGTH CHORD BEARING CHORD
L1 N48°10'38"E 24.00' C1 201°43'14" 13.82' 48.67' N55°01'43"W 27.15'
L2 S41°49'22"E 10.00, C2 52°49'48" 15.41' 14.21' N07°38'10"E 13.71'
L3 S48°10'38"W 24.00' C3 128°57'35" 14.28' 32.15' N49°00'17"E 25.78'
L4 N41°49'22"W 10.00' C4 46°33'25" 22.69' 18.43' S88°38'18"E 17.93'
L5 S48°04'02"W 14.50' C5 202°01'18" 11.43' 40.31' S24°43'57"E 22.45'
L6 N42°07'12"W 12.00' C6 50°54'57" 42.45' 37.72' S46°12'54"W 36.49'
L7 N48°04'02"E 14.50'
L8 S42°07'12"E 12.00'
WATER QUALITY
AGREEMENT AREA
PART OF 7.2694 ACRE TRACT,
SCOTT GOAT FARM, LLC,
BRITTAIN D. ALFORD SURVEY,
ABSTRACT NO. 37
CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS
LINE & CURVE TABLE Kimley))) Horn
13455 Noel Road,Two Galleria Office Tel.No.(972)770-1300
Tower,Suite 700,Dallas,Texas 75240 FIRM#10115500 Fax No.(972)239-3820
Sale Drawn by Checked by I Date I Proiect No. I Sheet No.
N/A MSM DJD APRIL 2020 1 067771658 16 OF 16
DE WEIRDT,DAVE 4/30/2020 5:04 PM K:\DAL_SURVEY\067771658-GREYSTAR ELAN RIVER DISTRICT PH 2-FWDWG\EXHIBITS\067771658-ORD PH 2_WTR QUALITY AREAS.DWG
Exhibit "B"
WATER QUALITY DEVICE-STORMWATER FACILITY MAINTENANCE AGREEMENT 1
Rev.05/04/2017
I I
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Exhibit "C"
WATER QUALITY DEVICE-STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.05/04/2017
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION, MAINTENANCE, AND INSPECTION 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.
Rain gardens (biofilters) shall maintain vegetation annually, or monthly within
the growing season. This includes mowing, trimming, and pruning. Trash, debris,
weeds and foliage shall be cleared monthly or as needed upon inspection. BMP
may be clogged and need inspection if standing water occurs after the design 12-
hour drawdown time following a storm event. Additionally, rain gardens shall
follow the Operation & Maintenance Guidance Document for Bioretention Areas
included in this section.
Permeable pavers shall be vacuumed annually to ensure that the BMP does not
get clogged. Trash, debris, weeds and foliage shall be cleared monthly or as
needed upon inspection. Additional maintenance is required any time pooling of
water over the surface occurs 48 hours after a storm event. Additionally,
permeable pavers shall follow the Operation & Maintenance Guidance Document
for Permeable Bricks/Blocks included in this section.
All manufactured treatment devices, including Contech Filterra Biofiltration
Devices, shall be maintained on a regular basis based on the manufacturer's
specifications included in this section.
To prevent debris from entering and clogging the downstream storm sewer
system, a pipe inlet sediment trap or similar screening device shall be installed
over the outlet until final acceptance.
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 BMPs primary components, silt, litter and
debris removal dates.
• 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
Inspection forms shall be sent to the following:
Storm Water Division,
Transportation & Public Works Department,
City of Fort Worth
1000 Throckmorton Street,
Fort Worth, TX 76103
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.11/17/2016
Bioretention Areas
A bioretention area is a shallow stormwater basin
or landscaped area with well-draining soils, 1
generally composed of sand,fines, and organic
matter, and vegetation to capture and treat
stormwater runoff. The basin or main treatment " ...
area of the bioretention area includes plants to a
aid in the filtration and infiltration of the
stormwater flowing through the practice. An
underdrain may be placed in the bioretention
area to collect runoff that has filtered through
the soil layers and pipe it to the storm sewer
system or a nearby water body.
There are some common problems to be aware of when maintaining a bioretention area. They include,
but are not limited to,the following:
• Sediment build-up
• Clogging in the inlet and outlet structure
• Establishing vegetation within the bioretention area
• Clogging the underdrain (if applicable)
• Mosquitoes breeding in the practice
• Ant mounds
• Maintaining the proper pH levels for plants
• Pruning and weeding to maintain appearance
Routine maintenance should be performed on the bioretention areas to ensure that the structure is
functioning properly. Note that during the first year the bioretention area is built, maintenance may be
required at a higher frequency to ensure the proper establishment of vegetation in the practice.
In addition to routine maintenance, bioretention areas have seasonal and intermittent maintenance
requirements. For example,the following are maintenance activities and concerns specific to winter
months. Planting material should be trimmed during the winter, when the plants are dormant. In the
event of snow, ensure that snow does not pile up in the bioretention area. Accumulated snow adds
additional weight and may compact the bioretention area soil, which would reduce its infiltration
capacity. In addition, check to make sure that the materials used to de-ice the surrounding areas stay out
of the practice to avoid clogging and further pollution.
Bioretention areas should be inspected after a large rainstorm. Keep drainage paths, both to and from
the BMP, clean so that the water can properly infiltrate into the ground. Note that it might take longer
for the water to infiltrate into the ground during the winter months and early spring. Mulch the practice
7
• • • • - P•
as needed to keep a thickness of 3-4 inches. Shredded hardwood mulch is preferred, and care should be
taken to keep the mulch from piling on the stems of the plants. For more information on vegetation in
bioretention areas,see Appendix D: Planting and Soil Guidance.
If the bioretention area is not draining properly, check for clogging of the inflow and outflow structures
as well as the infiltration rate of the soil media. If the soil is not draining properly, it could be clogged or
over-compacted. In a bioretention area,the media is likely to become clogged at the mulch or upper
layer of the soil first. If the media is clogged or over-compacted, then the media should be replaced.
Potential sources of excessive sediment that could clog the media include ant mounds and unstable soil
upstream of the practice. Possible sources of compaction are vehicles, such as tractors,traveling through
the practice. If the practice includes an underdrain, a structural repair or cleanout to unclog the
underdrain may be necessary.
In order to keep the water that exits the bioretention area clean,fertilizers should only be used sparingly
during the establishment of the practice. Once the vegetation in the practice has been established,
fertilizers should not be used. While vegetation in the bioretention area is important,the primary
purpose of a bioretention area is to act as a water quality device and introducing fertilizers into the
bioretention area introduces nutrients such as phosphorus and nitrogen that can pollute downstream
waters. In addition, bioretention areas should already be a nutrient rich environment that does not
require fertilization. To control animal nuisances and invasive species, pesticides(including herbicides,
fungicides, insecticides, or nematode control agents)should be used sparingly and only if necessary.
If designed correctly,there is no danger of bioretention areas becoming a breeding ground for
mosquitoes. A mosquito egg requires 24-48 hours to hatch. In addition, it takes 10-14 more days for the
larvae to develop and become an adult. By having a bioretention area that drains properly, it is unlikely
that a bioretention area would provide a habitat that could become a breeding area for mosquitoes.
Should the bioretention area become a breeding ground for mosquitoes,the problem is likely with the
soil media or the overflow structure which may need to be addressed.
The table below shows a schedule for when different maintenance activities should be performed on the
bioretention area.
Bioretention Area Typical Routine Maintenance Activities and Schedule
Activity Schedule
• Prune and weed to maintain appearance.
• Dissipate flow when erosion is evident.
• Remove trash and debris.
• Remove sediment and debris from inlets and outlets.
• Remove and replace dead or damaged plants. As needed or 4 times
• Mow around the bioretention area as necessary,ensuring grass clippings are during growing season
not placed in the practice.
• Observe infiltration rates after rain events. Bioretention areas should have no
standing water within 24 hours of a storm event.
• Inspect for evidence of animal activity.
8
Activity Schedule
• Inspect for erosion,rills,or gullies and repair.
• Inspect filter strip/grass channel for erosion or gullying,if applicable. Re-seed
or sod as necessary. Semi-annually in spring
• Inspect trees and shrubs to evaluate their health,and remove and replace any and fall
dead or severely diseased vegetation.
• Obtain a mulch depth of at least 3 to 4 inches should be inspected and
obtained. Additional mulch should be added as necessary.
• Trim planting material. As needed or during
• Inspect for snow accumulation. winter months
• Test the planting soils for pH levels. Consult with a qualified licensed Annually
Professional to determine and maintain the proper pH levels.
• Replace/repair inlets,outlets,scour protection or other structures as needed.
• Implement plant maintenance plan to trim and divide perennials to prevent
overcrowding and stress. 2 to 3 years
• Check soil infiltration rates to ensure the bioretention area soil is draining the
water at a proper rate. Re-aerate or replace soil and mulch layers as needed
to-achieve-infiltration-rate-of at least-0srinches-per hour.
9
Permeable Bricks/Blocks
Permeable bricks/blocks are pavers with void areas areas
between the bricks or blocks that are generally filled with _
pervious materials such as small pieces of gravel, or top soil if a
grid is used. Beneath the bricks/blocks is a base layer of
aggregate that acts as a holding area for stormwater runoff
while still providing structural support for the road. This
practice provides enough structural support so that cars can -p
drive over them or they can be used in parking lots. Permeable
brick/blocks are not recommended in areas with high traffic x_y
volume or heavy trucks.These systems provide water quality
benefits in addition to groundwater recharge and a reduction in
stormwater volume.
There are some common problems to be aware of when
maintaining permeable bricks/blocks. They include, but are not
limited to, the following:
• Sediment build-up and clogging between bricks/blocks
• Settling
• Bricks/blocks cracking or splitting
There are four basic types of permeable bricks/blocks that are used.They are bricks, concrete blocks,
concrete grid, and articulated concrete block. The concrete grid can be filled with grass or gravel.
Routine maintenance should be performed on the permeable bricks/blocks to ensure that the structure
is functioning properly. Permeable bricks/blocks should be cleaned with a street vacuum or low pressure
washer to remove debris and sediment monthly, or as needed, and all vegetation between bricks/blocks
should be mowed and clippings removed to reduce clogging. Cleaning the bricks will help keep the water
permeating through the pavers. After cleaning,the bricks/blocks may need to be filled in with additional
aggregate or top soil to replace anything that may have been removed during cleaning.
In addition to routine maintenance, permeable bricks/blocks have seasonal and intermittent
maintenance requirements. In the winter months permeable bricks/blocks can be plowed similarly to
any other unpaved road by lifting the blade a few inches above the road or by using a beveled plow.
Deicing materials such as sand, ash, or salt should be avoided if possible. They can potentially harm the
bricks/blocks and may cause clogging. Non-toxic, organic deicers are recommended.
Permeable bricks/blocks should be inspected after a large rainstorm. Keep drainage paths, both to and
from the BMP, clean so that the water can properly infiltrate into the ground. Note that it might take
longer for the water to permeate into the ground during the winter months and early spring.
65
6�
If the permeable bricks/blocks are not draining properly, check for clogging between the bricks or blocks
or at the upper layer of the aggregate, directly below the bricks/blocks. If clogging occurs,then the
stones between the blocks/bricks should be replaced. In addition,the top layer of soil under the
bricks/blocks may also need to be cleaned and replaced. Some areas of the blocks/bricks may need
additional maintenance due to potential sources of clogging which include unstable soil upstream of the
practice, leaves from trees, low points in blocks/bricks,trash, and debris from vehicle traffic. Another
reason for the bricks/blocks not draining properly is settling. If major settling occurs, then the
bricks/blocks should be removed, cleaned, and replaced.
Permeable bricks/blocks may also include an underdrain. If the practice includes an underdrain,
additional maintenance will be required. Periodic testing will need to be done on the system to make
sure that the underdrain is not clogged.This is done by pouring water into cleanout and observing how
the water exits the practice. The observation well should be checked to make sure water is draining out
of the practice.
The table below shows a schedule for when different maintenance activities should be performed on
the permeable bricks/blocks.
Permeable Bricks/Blocks Typical Routine Maintenance Activities and Schedule
Activity Schedule
• Keep the permeable bricks/blocks free of trash, debris, and sediment.
• Make sure that there is no standing water in the bricks/blocks between
storms.
• Remove weeds and grass growing between the bricks/blocks (unless
concrete grid pavers are being used).
• Mow grass within the bricks/blocks(only for concrete grid with grass)
• Mow/trim grass or vegetation near the bricks/blocks and remove Monthly during warm
clippings from area.
weather
• Visually inspect the bricks/blocks after large storms to ensure the
overflow drainage system is working.
• Inspect the bricks/blocks for damage and repair.
• Vacuum sweep permeable brick/block surface to keep free of
sediment.
• After cleaning, additional aggregate may need to be added between
the pavers. Replace aggregate between pavers as necessary.
• Keep the contributing drainage area and surface of the bricks/blocks
clear of debris,trash, and sediment. As needed, based on
• Ensure that the areas surrounding the practice are stabilized and inspection
mowed, remove grass clippings.
66
Activity Schedule
• If the pavers are installed in an area that is subject to high amounts of
sediment, leaves, or low point (i.e. large trucks traveling on the
bricks/blocks daily) additional cleaning may be necessary.
Semi-annually in Spring
• Replace anyjoint material that has eroded or washed away. and Fall
• Observe the system during a rain event.
• Areas should be routinely inspected for settling and loss of water flow
through the system.
• Organic deicers may be used to melt ice and snow.
• Snow plows may be used when necessary under the following
conditions:
o The edges of the plows are beveled. As needed in winter
o The blade of the snow plow is raised 1-2 inches.
o The snowplow is equipped with snowshoes which allow the blade
to glide across uneven surfaces.
• Inspect the surface for deterioration or breaking into fragments. Annually
• Flush the underdrain system to check for clogging(if applicable).
• Remove the permeable bricks/blocks; include the top and base layers
of the practice. Clean bricks/blocks and base aggregate, and replace as Upon failure
needed.
F67
Exclusion of Services
Clean up due to major contamination such as oils, chemicals,toxic spills, etc. will result in additional costs and are not covered
under the Supplier maintenance contract. Should a major contamination event occur the Owner must block off the outlet pipe of
the Filterra (where the cleaned runoff drains to, such as drop inlet) and block off the throat of the Filterra. The Supplier should be
informed immediately.
Maintenance Visit Summary
Each maintenance visit consists of the following simple tasks (detailed instructions below).
1. Inspection of Filterra and surrounding area
2. Removal of tree grate and erosion control stones
3. Removal of debris,trash and mulch
4. Mulch replacement
5. Plant health evaluation and pruning or replacement as necessary
6. Clean area around Filterra
7. Complete paperwork
Maintenance Tools, Safety Equipment and Supplies
Ideal tools include: camera, bucket,shovel, broom, pruners, hoe/rake, and tape measure. Appropriate Personal Protective
Equipn e tjPPE)-she-used-in-accordance-with-Focal--or-company-procedures.T4ris-may-include impervious gloves-where the
type of trash is unknown, high visibility clothing and barricades when working in close proximity to traffic and also safety hats and
shoes. A T-Bar or crowbar should be used for moving the tree grates (up to 170 Ibs ea.). Most visits require minor trash removal
and a full replacement of mulch. See below for actual number of bagged mulch that is required in each media bay size. Mulch
should be a double shredded, hardwood variety. Some visits may require additional Filterra engineered soil media available from
the Supplier.
Filter Surface # of 2 ft3 Mulch
Box Length :. - .
Area (ft')
4 4 4 4 2
6 4 6 6 3
8 4 8 8 4
6 6 9 9 5
8 6 12 12 6
10 6 15 15 8
12 6 18 18 9
13 1 7 23 23 12
8 www.ContechES.com/filterra 1 800-338-1122
Maintenance Visit Procedure
Keep sufficient documentation of maintenance actions to predict location specific maintenance frequencies and needs. An
example Maintenance Report is included in this manual.
1. Inspection of Filterra and surrounding area
• Record individual unit before maintenance with photograph (numbered).
Record on Maintenance Report (see example in this document) the following:
Record on Maintenance Report the following:
Standing Water yes no
Damage to Box Structure yes no
Damage to Grate yes no
Is Bypass Clear yes no
If yes answered to any of these observations, record with
_ 5_ - ,�— = close-up photograph (numbered).
2. Removal of tree grate and erosion control stones
Remove cast iron grates for access into Filterra box.
• Dig out silt (if any) and mulch and remove trash &foreign items.
3. Removal of debris, trash and mulch
Record on Maintenance Report the following:
Silt/Clay yes no
Cups/Bags yes no
Leaves yes no
Buckets Removed
} • After removal of mulch and debris, measure distance from the top of the
Filterra engineered media soil to the top of the top slab. Compare the
- measured distance to the distance shown on the approved Contract Drawings
for the system. Add Filterra media (not top soil or other) to bring media up as
needed to distance indicated on drawings.
-
_ Record on Maintenance Report the fallowing:
aDistance to Top of Top Slab (inches)
j .l Inches of Media Added
www.ContechES.com/filterra 1 800-338-1122 9
4. Mulch replacement
• Add double shredded mulch evenly across the entire unit to a depth of 3".
_ • Refer to Filterra Mulch Specifications for information on acceptable sources.
F
- • Ensure correct repositioning of erosion control stones by the Filterra inlet to
t , allow for entry of trash during a storm event.
z _ • Replace Filterra grates correctly using appropriate lifting or moving tools,
taking care not to damage the plant.
11 ti
5. Plant health evaluation and pruning or replacement
as necessary
• Examine the plant's health and replace if necessary.
• Prune as necessary to encourage growth in the correct directions
Record on Maintenance Report the following:
Height above Grate (ft)
W2 Width at Widest Point (ft)
i Health healthy unhealthy
Damage to Plant yes no
Plant Replaced yes no
6. Clean area around Filterra
• Clean area around unit and remove all refuse to be disposed of appropriately.
7. Complete paperwork
• Deliver Maintenance Report and photographs to appropriate location
(normally Contech during maintenance contract period).
• Some jurisdictions may require submission of maintenance reports in
accordance with approvals. It is the responsibility of the Owner to comply with
local regulations.
Y
10 www.ContechES.com/filtert-a 1 800-338-1122
Exhibit "D"
WATER QUALITY DEVICE-STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.05/04/2017
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Bioretention Area
Condition
Maintenance Item Comment
Good Marginal Poor N/A
General Inspection
Access to the site is adequately maintained
for inspection and maintenance.
Area is clean (trash, debris,grass clippings,
etc. removed).
Inlet Structure
Drainage ways(overland flow or pipes)to
the practice are free of trash, debris, large
branches, etc.
Area around the inlet structure is mowed
and grass clippings are removed.
No evidence of gullies, rills, or excessive
erosion around the inlet structure.
Water is going through structure (i.e. no
evidence of water going around the
structure).
Diversion structure (high flow bypass
structure or other) is free of trash, debris, or
sediment. Comment on overall condition of
diversion structure and list type.
Pretreatment(choose one)
Forebay—area is free of trash, debris, and
sediment.
Weir—area is free of trash, debris, and
sediment is less than 25% of the total depth
of the weir.
Filter Strip or Grass Channels—area is free of
trash debris and sediment. Area has been
mowed and grass clippings are removed. No
evidence of erosion.
Rock Lined Plunge Pools—area is free of
trash debris and sediment. Rock thickness in
pool is adequate.
Main Treatment
Main treatment area is free of trash, debris,
and sediment.
Erosion protection is present on site (i.e.turf
reinforcement mats). Comment on types of
erosion protection and evaluate condition.
11
Bioretention Area
Condition
Maintenance Item Comment
Good Marginal Poor N/A*
No evidence of long-term ponding or
standing water in the ponding area of the
practice (examples include:stains, odors,
mosquito larvae, etc).
Structure seems to be working properly. No
settling around the structure. Comment on
overall condition of structure.
Vegetation within and around practice is
maintained per landscaping plan. Grass
clippings are removed.
Mulching depth of 3-4 inches is maintained.
Comment on mulch depth.
Native plants were used in the practice
according to the planting plan.
No evidence of use of fertilizer on plants
(fertilizer crusting on the surface of the soil,
tips of leaves turning brown or yellow,
blackened roots, etc.).
Plants seem to be healthy and in good
condition. Comment on condition of plants.
Emergency Overflow
Emergency overflow is free of trash, debris,
and sediment.
No evidence of erosion, scour, or flooding
around the structure.
Outlet Structure
Outlet structure is free of trash, debris, and
sediment.
No evidence of erosion, scour, or flooding
around the structure.
Results
Overall condition of Bioretention Area:
Additional Comments
Notes: 'If a specific maintenance item was not checked, please check N/A and explain why in the appropriate
comment box.
12
Permeable Bricks/Blocks
Condition
Maintenance Item Good Marginal Poor N/A. Comment
General Inspection
Access to the site is adequately maintained
for inspection and maintenance.
Area is clean (trash, debris,grass clippings,
leaves, etc. removed).
Area around the practice is mowed and
grass clippings are removed. No signs of bare
or dead grass.
No evidence of gullies, rills, or erosion
around the practice.
Water is permeating the bricks/blocks (i.e.
no evidence of water going around the
practice).
Bricks/blocks are structurally sound. No
signs of cracks or splitting.
Aggregate between the bricks/blocks is
reasonable.
No evidence of long-term ponding or
standing water in the practice.
Grass in the concrete grid is healthy, no dead
grass or bare spots.
Grass in the concrete grid is mowed and
grass clippings are removed.
Structure seems to be working properly. No
signs of the bricks/blocks settling. Comment
on overall condition of bricks/blocks.
Vegetation within and around practice is
maintained. Grass clippings are removed.
No exposed soil near the bricks/blocks that
could cause sediment accumulation within
the practice.
Cleanout caps are present and not missing (if
applicable).
The underdrain system has been flushed
properly and there is no sign of clogging(if
applicable).
Results
Overall condition of Permeable
Bricks/Blocks:
69
Permeable Bricks/Blocks
Condition
Maintenance Item Comment
Good Marginal Poor N/A#
Additional Comments
Notes:' If a specific maintenance item was not checked, please check N/A and explain why in the
appropriate comment box.
70
QualityTRWD Water
Table D-2 Post-Construction Inspection Items Date Performed
Condition?
Inspection Items(include any maintenance activity (Good, Fair, Notes
performed and notes for future maintenance)
or Poor)
Foul odors or insects such as mosquitos
Inlet/outlets clogged with debris
Condition of BMP media
Condition of basin structure(erosion,damage,
etc.)
Mulch condition(if used on-site)
Accumulated sediment/debris in forebay or
channel higher than limit
Trash and debris accumulation within BMP
Underdrains operational and clear
Observation wells operational and clear
Clean-outs operational and clear
All BMPs Broken or missing area protection
Signs of channeling or worn paths
Standing water after design drawdown
subsequent to a storm event(for BMPs without
permanent pools)(after storm events)
Poor vegetative health/invasive species
(quarterly to bi-annually)
Fallen leaves,weeks,and dead or diseased
plans removed and replaced
Banks/slopes eroded (bi-annually to annually
and after large storm events)
Pipe corrosion(bi-annually to annually)
Surface media spent(bi-annually to annually)
Excessive or overgrown vegetation(Annually)
Significant deterioration of surface course or
Permeable pavers and structural integrity of pavement,
Surfaces inlets,and observation wells(bi-annually to
annually)
Retention
and Irrigation Pump/Irrigation Equipment Failure(bi-annually
to annually)
Basin
All submittals(including as-builts)submitted by
Records owner to TRWD
Detailed monthly records kept on site
trWvd= D-4
CONTECH FILTERRA BIOFILTRATION DEVICES
Maintenance Checklist
Drainage Problern Conditions Check Condition .
Exist Actions
System Failure
Excessive Accumulated sediments or Inlet should be free of
Inlet sediment or trash trash impair free flow of water obstructions allowing free Sediments and/or trash should
accumulation. into Filterra. distributed flow of water into be removed.
Filterra.
Trash and debris should be
Mulch Cover Trash and flootable Excessive trash and/or-debris Minimal trash or other debris removed and mulch cover-raked
debris accumulation. accumulation. on mulch cover. level. Ensure bark nugget mulch
is not used.
"Ponding" in unit could be
"Ponding"of water- indicative of clogging due Stormwater should drain Recommend contact
Mulch Cover to excessive fine sediment freely and evenly through manufacturer and replace mulch
on mulch cover. accumulation or-spill of mulch cover. as a minimum.
petroleum oils.
Soil/mulch too wet,evidence of
Vegetation Plants not growing spill. Incorrect plant selection. Plants should be healthy and Contact manufacturer for advice.
or in poor condition. Pest infestation.Vandalism to pest free.
plants.
Plant growth Plants should be appropriate Trim/prune plants in accordance
Vegetation to the species and location of with typical landscaping and
excessive. Filterra. safety needs.
Cracks wider than 1/2 inch
Structure Structure has visible or evidence of soil particles Vault should be repaired.
cracks. entering the structure through
the cracks.
Maintenance is ideally to be performed twice annually.
Filterra Inspection & Maintenance Log
Filterra System Size/Model: Location:
Mulch & Depth of
Date Debris Mulch Mulch Vegetation Vegetation Issues with Comments
Removed Added Brand • - Species System
Grate
"
5—5 gal Lowe's Galaxy Standing water in Removed blockage in downstream
1/1/17 Buckets 3 Premium 4' Magnolia downstream structure structure
Brown Mulch
www.ContechES.com/filterro 1 800-338-1122 11
Exhibit "E"
WATER QUALITY DEVICE-STORMWATER FACILITY MAINTENANCE AGREEMENT 1
Rev.05/04/2017
EXHIBIT "E"
[MAINTENANCE CONTRACT]
The Landowner, or its successor in interest to title of the Property, will
be responsible for the maintenance of said Facility in perpetuity.