HomeMy WebLinkAboutContract 49860 CITY SECRETARY .,
CONTRACT NO.
DOE #
STORMWATER FACILITY
110// MAINTENANCE AGREEMENT
,.
X99 �d THIS AGREEMENT, made and entered into thAtof -
Z ' by and between Propstone LLC, acting by and through Jill Force, hereinafter
referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as an
approximately 9.39 acre tract located in the John F. Heath Survey, Abstract 641, Tarrant
County, Texas according to the deed D12174812, 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 Mesa Springs Site Plan hereinafter
called the "Plan", which is expressly made a part hereof, as approved or to be approved by
the City and the Landowner provides for management of Stormwater within the confines
of the Property; and
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on-site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
WHEREAS, the City requires that on-site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, the location and dimensions of which is shown and
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev.11/17/2016
FT.WORTH]TX
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on-site Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit"B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "U', are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.11/17/2016
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
stems necessary to correct deficiencies identified in the inspection report and to
charge the costs of such repairs to the Landowner, its successors and assigns.
It is expressly understood and agreed that the City is under no obligation
to routinely maintain or repair said Facility, and in no event shall this
Agreement be construed to impose any such obligation on the City, such
obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.11/17/2016
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR(3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage easement outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage easement,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100 year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
[SIGNATURE PAGE FOLLOWS]
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.11/17/2016
Executed this day of 20 f�.
Landowner City of Fort Worth
Nar#: j[l�L (�, j Jesus J. Chapa
n' ,L Assistant City Manager
Title: t' � � �(.( � � (�
Approved as to Form and Legality
f �
Assistant City Attorn
ATTEST * CITY
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OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.11/17/2016 CITY SECRETARY
FT®WORTH,TX
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on OC j-6ta/) go M7 by
Jesus J. Chapa, Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
LINDA M. NIRRLINGER
d�paY•P�i('S Notary Public,State of Texas
�
Comm.Expires 02-02-2018c
Notary ID 12414474.6 Notary Public, State of Texaso
STATE OF TEXAS-, Kentucky §
COUNTY OF TARRANT §
Before me, the undersigned authority on this 21st day of
July 2017, personally appeared
Propstone, LLC
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
Jill L. Force , and that4ie executed the same as its
EVP-General Counsel, CAL and as the act of such Propstone, LLc and for the purposes and
consideration expressed in the foregoing instrument.
JODI L. REILLY tar u lic, State of
NOTARY PUBLIC Kentucky
STATE AT LARGE, KENTUCKY
ID. # 541174
MY COMMISSION EXPIRES AUG.31,2019
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev.11/17/2016
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 repo 'ng requirements.
anie S. Morales
Development Manager
EXHIBIT A
Drainage Easement
49,689 Square Feet or 1.141 Acre
John F.Heath Survey,Abstract 641
Weatherby Farms Addition
City of Fort Worth,Tarrant County,Texas
BEING a tract of land situated in the John F.Heath Survey,Abstract No.641,City of Fort Worth,Tarrant County,Texas and being a portion of Lot
1,Block 1,Weatherby Farms Addition,an addition to the City of Fort Worth,Tarrant County,Texas as shown on plat recorded in Document No.
212174812 of the Plat Records of Tarrant,Texas(P.R.T.C.T.)and being more particularly described by metes and bounds as follows:(Bearings
referenced to U.S.State Plane Grid 1983-Texas North Central Zone(4202)NAD83 as established using GPS Technology in conjunction with the
RTK Cooperative Network,all distances are at ground).
COMMENCING at a found 5/8 inch capped iron rod marked"DUNAWAY&ASSOC."for the northwest corner of said Lot 1,same being the
southwest corner of a tract of land as described by deed to KROGER TEXAS,L.P.as recorded in Document Number 217030190,of the Deed
Records of Tarrant County,Texas(D.R.T.C.T)and being on the east right-of-way line of the Fort Worth&Western Railroad Company tract as
recorded in Document Number 215033427,D.R.T.C.T;
THENCE South 37°31'13"East,over and across said Lot 1,a distance of 232.40 feet to the POINT OF BEGINNING of the hereon tract described;
THENCE North 89°08'40"East,a distance of 50.58 feet to a point;
THENCE along a curve to the right having a central angle of 49°03'37",a radius of 30.00,an arc length of 25.69 feet and a chord which bears South
66°19'31 East,a distance of 24.91 feet to a point;
THENCE South 41°47'43"East,a distance of 11.50 feet to a point;
THENCE South 22°31'20"East,a distance of 8.45 feet to a point;
THENCE along a curve to the left having a central angle of 24°01'27",a radius of 155.00,an arc length of 64.99 feet and a chord which bears South
37°58'49 East,a distance of 64.52 feet to a point;
THENCE along a curve to the right having a central angle of 76°00'07",a radius of 64.98,an arc length of 86.19 feet and a chord which bears South
12"00'32 East,a distance of 80.01 feet to a point;
THENCE along a curve to the left having a central angle of 12°16'24",a radius of 155.00,an arc length of 33.20 feet and a chord which bears South
19°50'19 West,a distance of 33.14 feet to a point;
THENCE along a curve to the left having a central angle of 29°47'01",a radius of 155.00,an arc length of 80.57 feet and a chord which bears South
01*11'23 East,a distance of 79.67 feet to a point;
THENCE along a curve to the right having a central angle of 17°31'25",a radius of 65.00,an arc length of 19.88 feet and a chord which bears South
07°19'11 East,a distance of 19.80 feet to a point;
THENCE South 03`33'40"West,a distance of 4.81 feet to a point;
THENCE along a curve to the right having a central angle of 155°47'14",a radius of 65.00,an arc length of 176.73 feet and a chord which bears
South 83°34'27 West,a distance of 127.11 feet to a point;
THENCE North 18°31'56"West,a distance of 86.53 feet to a point;
THENCE along a curve to the right having a central angle of 10°03'25",a radius of 200.00,an arc length of 35.11 feet and a chord which bears
North 13°30'14 West,a distance of 35.06 feet to a point;
THENCE North 08°28'31"West,a distance of 73.70 feet to a point;
THENCE along a curve to the right having a central angle of 21°11'47",a radius of 200.00,an arc length of 73.99 feet and a chord which bears
North 02°07'22 East,a distance of 73.57 feet to a point;
THENCE North 12°43'16"East,a distance of 14.75 feet to a point;
THENCE along a curve to the right having a central angle of 76°25'24",a radius of 35.00,an arc length of 46.68 feet and a chord which bears North
50°55'58 East,a distance of 43.30 feet to the POINT OF BEGINNING and CONTAINING 49,689 square feet or 1.141 acre of land,more or less.
�P��•o F RF,�
J n .Margotta • •
Registered Professional Land Surveyor No.5956 JOHN G. MARGOTTA
Date:June 21,2017 •• .......00 ;•••
BAIRD, HAMPTON & BROWN, INC. '.o 5956a MM B
ENGINEERING & SURVEYING �'9"C'CSS1O� y0�
6300 Ridgleo Place, Ste. 700, Ft. Worth, TX 76116 •••••••••<
jmargotta®bhbinc.com 817-338-1277 www.bhbinc.com SIJR�
BHB Project #2017.101.000 TBPE Firm F-44 TBPLS Firm 10011300
Drawing: E:\Surveyl7\101 Mesa Springs\000 Mesa Springs FTW\Dwg\MESA SPRINGS ESMT.dwg
EXHIBIT B
II Drainage Easement
CIRF 49,689 Square Feet or 1.141 Acre
(DUNAWAY&ASSOC John F.Heath Survey,Abstract 641 KROGER TEXAS, L.P.
POC Weatherby Farms Addition Doc No. 217030190
(CM) N89°2431 11E 680.07 City of Fort Worth,Tarrant County,Texas D.R.T.C.T. (CM) CIRF
\ Texas Midstream Gas Services, L.L.C. /
R.O.W. Agreement 0
DOC. NO. D210058615
D.R.T.C.T. /
Lot 1, Block 1 /
Weatherby Farms Addition /
Doc. No. D212174812 /
Line Table
17 F P.R.T.C.T. /
POB / Line a Direction Length
ZO ?00L1 C1l \��\) Ll N89°08'40"E 50.58
L3 °0�•� ` \\ L2 S41°47'43"E 11.50
m
w
I I v �� S\\ 0 L3 S22°31'20"E 8.45
I
w CD
a �� / \\P S L4 S3"33'40"W 4.81
1" = 100' waU I \
Ol �� L5 N18°31'56"W 86.53
z d c�-
or�>- y^o lA�� L6 N8°28'31"W 73.70
w r �w 1'
w¢M W:2 U L7 N12°43'16"E 14.75
�s a
CD� >
�o >
,:do U-)
o N� J Curve Table
0p Z o I I Curve p Delta Radius Arc Length Chord Bearing Chord Length
< Cl 49°03'37" 30.00' 1 25.69' S66°19'31"E 24.91'
U
U C2 24°01'27" 155.00' 64.99' S37°58'49"E 64.52'
C3 76°00'07" 64.98' 86.19' S12°00'32"E 80.01'
C4 12°16'24" 155.00' 33.20' S19150'19"W 33.14'
LEGENDI , U C5 29°47'01" 155.00' 80.57' Sl°11'23"E 79.6 '
(CM).........Control Monument � 7
J
CIRF..........Capped Iron rod Found C6 17°31'25" 65.00' 19.88' S7°19'11"E 19.80'
D.R.T.C.T..Deed Records Tarrant C7 155°47'14" 65.00' 176.73' S83°34'27"W 127.11'
County,Texas
POB..........Point of Beginning C8 10°03'25" 200.00' 35.11' N13°30'14"W 35.06'
POC..........Point Of Commencing C7 C9 21°11'47" 200.00' 73.99' N2°07'22"E 73.57'
P.R.T.C.T..Plat Records Tarrant
County,Texas C10 76°25'24" 35.00' 46.68' N50°55'58"E 43.30'
NOTES: (TNP)
CIRF
1.Basis of bearing being State Plane Grid-Texas North Central Zone(4202)NAD83 as established using GPS Technology in conjunction with the
RTK Cooperative Network.Reference frame is NAD83(2011) Epoch 2010.0000.
2.All distances shown are at ground.
SURVEYOR'S CERTIFICATION
I,John G.Margotta,a Registered Professional Land Surveyor licensed in the State of Texas,do hereby declare that this survey is true and correct
and was prepared from an actual survey made under my supervision on the ground. Further,this survey conforms to the general rules of
procedures and practices of the most current Professional Land Surveying Practices Act.
OF TF
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.margotta •eei.....••••.•••.•s••s
R erect Professional Land Surveyor No.5956 JOHN G. MARGOTTA
Date:June 21,2017 ...e.......0...000.1...
BAIRD, HAMPTON & BROWN, INC. ;� 5956 P„�•
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PROPOSED 5'
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PROPOSED 6' CURB k—TO REMAIN
GUTTER 1
PROPOSED 12' RCP 1 _P
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EXHIBIT "BZ"
0
10' MIN o
m
5:1 SLOPE w 100 YR W.S. =789.20 SPILLWAY ELEVATION
(4:1 MAX)
=790.20
8:1 SLOPE
77 (4:1 MAX)
12" RCP 1/M1N— —
FL=789.00 —
27" RCP 21" RCP 12" HDPE 12" HDPE
FL=788.25 FL=783.66 FL=783.62
FL=785.25
E SECTION A-A
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EXHIBIT "84"
PROPOSED STAGE PROPOSED ELEV
STORAGE TABLE DISCHARGE TABLE
W.S.Elev. Storage Elev. DISCHARGE
(FT) (AC-FT) (FT) (CFS)
783.66 0.000000 783.66 0.00
784.00 0.002243 784.00 0.40
784.50 0.027068 784.50 1.31
785.00 0.073048 785.00 2.36
785.50 0.146880 785.50 3.13
786.00 0.248540 786.00 3.91
786.50 0.379543 786.50 4.56
787.00 0.538841 787.00 5.08
E 787.50 0.734616 787.50 5.50
0
CN 788.00 0.975001 788.00 6.77
m
788.50 1.263430 788.50 7.16
0 790.00 2.401360 790.00 7.48
790.50 2.843960 790.50 7.81
0
3 DENTENTION POND WATER SURFACE ELEV. DEISGN POINT 2
o DENTENTION POND POND OUTLET
w
o Contributing Area Pre:A,B.C,D,E,F,G,H Contributine Area Pre:A,B,C.D.E.F,G.H
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Contributing Area Post:A,B.C,D;E,F,G.H Contributing Area Post:A,B,C,D,E,F,G H
o I SY l0Y 100Y lY 5Y l0Y 100Y
o
W.S.ELEV.PRE=(ft) 786.80 788.30 788.70 790.00 QpRE_(efs) 4.80 7.00 7.20 7.50
0
i W.S.ELEV.posl=(ft) 786.10 787.60 788.00 789.20 Qirosr=(cfs) 4.00 5.80 6.80 7.30
cn
A Evel. ft -0.70 -0.70 -0.70 -0.80
m O 0 Flow(cfs) 0.80 1.20 0.40 0.20
w %Change -0.09% -0.09% -0.09% -0.10°/
r-/.Change 16,67% 17.14% 5.56% 2.67%
'EXISTING SPILLWAY ELEV.=790.20(ft)
U
Proposed Hydrology by Unit Hydrograph Method Summary Sheet
o Watershed Unit Hydrograph Coefficients
Analysis Area SCS Method Peak Discharges(GFS)
E; Point SubWater Shed Area (Acres) CN Lag(hr) 01 05 010 0100
0 1 COMBINED SITE 6.63 94 0.10 17.8 33.6 39.8 58.1
2 POND OUTLET 4 5.8 6.8 7.3
a 3 1 0.85 80 0.10 0.7 4.1 5.1 8.7
4 SOUTH PROPERTY LINE 4.5 9 10.3 15.6
5 J 0.33 80 0.10 0.2 1.2 1.5 2.5
0 6 K 1.57 80 0.10 1 5.6 7 11.9
N `COMBINED SITE A.000NTS FOR ARES A,B,C,D,E,F.G,H
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MESA SPRINGS SWFMA EXHIBIT CHECKED BY: STs
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® BAIRD , HAMPTON & BROWN BHB PROJECT. 2017.101.00
e ENGINEERING & SURVEYING
6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 EXHIBIT "BS"
mail@bhbinc.com 817-338-1277 www.bhbinc.com
r BHB Project #2016.000.000 TBPE Firm F-44 TBPLS Firm 10011300
m
F-Rr WORTH � �
Stormwater
7, INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Facility Name: Facility Agreement Number:
Basin/Pond Number: Inspected By: Date:
Type of Inspection:Annual Quarterly , Monthly , Routine____,or Storm Event_, (#days since event_ }
Basin Conditions:
1. Is there standing water or wet spots? Yes_No_Comments
2. Does sides or bottom show signs of erosion,settling,cracking, etc? Yes—No`Comments
3. Does dam or emergency spillway show signs of erosion,settling,
cracking,or other problems? Yes_No—Comments _
4. Is there evidence of animal burrowing in dam? Yes_No Comments
5. Is there evidence of changes in shape or volume of basin? Yes,No—Comments
6. Do vegetated areas need mowing? Yes_No Comments
7. Are there trees or woody growth in dam? Yes_No Comments
8. Are there areas that need to be re-vegetated? Yes_No Comments
9. Is there any accumulation of silt,trash,debris or litter in the basin? YesNo;Comments
10.Are there any other basin maintenance activities needed? Yes_No Comments
Structural Components:
1. Are pipes,channels,trash racks,etc.free of obstructions? Yes_No^Comments
2. Are pipes,spillway or trash racks in need of repair? Yes_No,Comments
3. Is the low flow or trickle channel in need of repair? Yes_No^_Comments
4. Is the outfall channel in need of repair? Yes_No Comments
5. Are there any other structural maintenance activities needed? Yes_No Comments
Plan for correcting deficiencies: Signature:
Owner's Representative
Date:
Form CFVV-6
CFW-SEPTEMBER 2015 . Appendix A A-17
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and
maintenance of this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all
times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the
pond's storage volume is reduced by more than 10%. Silt shall be removed and
the pond/basin returned to original lines and grades shown on the approved
engineering plans. In addition, corrective measures are required any time a basin
does not drain completely within 72 hours of cessation of inflow. NO STANDING
WATER IS ALLOWED in basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as
necessary to maintain proper operation of the basin. Disposal shall be in
accordance with federal, state and local regulations.
Detention facilities shall be mowed monthly between the months of April and
October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer
system a wire mesh screen or similar screening device shall be installed over the
outlet until final acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, mowing, and silt, litter and debris removal dates. Document
aeration of the basin bottoms and replanting to prevent the sealing of the
basin bottom.
• Written maintenance and repair records shall be maintained by the
party or parties signing the attached Agreement and shall be provided
to the City upon request.
STORMWATER FACILITY MAINTENANCE AGREEMENT 8
R.V.11/17/2016
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of
vegetation
Condition of trash
uard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip-
Ra
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.11/17/2016
Condition of
filtrations stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev.11/17/2016
FORTWORTH
Water Service Meters and Appurtenances Renewal
Date: October 26, 2017
To: Kara Shuror, Assistant Director, Business Services
From: Edgar Garcia and Gerald L. Chandler
Subject: Approval for renewal of the Water Service Meters and Appurtenances Renewal
Please find attached the contract renewal for the subject agreement CSC 48115-A1. A copy of the
agreement is attached, which was originally approved by M&C P-11926 on August 30, 2016. Request
your approval.
Please contact Jerry Chandler, 817-392-7393 for any questions and for pick up after approved.
Si,
Jerry Chandler
458
RECEIVED '
a OCT I 2017
r CO OF FORT WORTH
CVSECRETARY a
8