HomeMy WebLinkAboutContract 49136 $910 CITY SECRETARY'—L/ j
k q CONTRACTNO.
-10
DRAINAGE CHANNEL
j MAINTENANCE AGREEMENT
Cj
IS AGREEMENT, made and entered into this_ i`:: day of U IUt G� 7
it Of
and between The Standard at Boswell Marketplace, LP, acting by and through Clay
Likover, 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 565,088 square foot tract located in The Heirs of Benjamin Thomas
Survey, Abstract No. 1497, Fort Worth, Tarrant County, Texas according to the deed
recorded in Instrument No. D217003414, Official Public Records, Tarrant County, Texas,
hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Standard at Boswell Marketplace,
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 storm water 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 Drainage Facilities be constructed and maintained on a portion of the Property;
and;
WHEREAS, the City requires that on-site Drainage Facilities("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev.7/2006
and assigns, the location and dimensions of which is shown and more particularly
described by metes and bounds in the attached Exhibit"A" ("Facility Property"); and;
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on-site Drainage 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 Drainage Facility includes all pipes,
channels or other conveyances built to convey storm water to the facility, as
well as all structures, improvements, and vegetation provided to control the
quantity and quality of the storm water. Adequate maintenance is herein
defined as good working condition so that these facilities are performing their
design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev.712006
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 acceptable to the City, the City, its
authorized agents and employees, may enter upon the Facility Property and
take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty(30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev.7/2006
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS
A RESULT OF ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL,
AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO
OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT
WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage channel outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage channel,
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, and 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.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev.712006
Executed this[-7k day of cp 2017.
The Standard at Boswell Marketplace,LP, City
a Texas limited partnership City of Fort Worth
By: Standard Residential, LLC,
its General Partner
Clay Lik ver
President Assistant City Manager
Approved as to Form and Legality
ssistant City Attorney
ATTEST
City Secret
RT yjp�
o: :s
.rte
DRAINAGE CHANNEL MAINTENANCE AGREEMENT rJ
Rev.7/2006
STATE OF TEXAS §
COUNTY OF TARRANT §
instrument was acknowledged before me on � � �1 by
Sjg=
,Assistant City Manager of the City of Foit4orth, on behalf of the City
of Fort Worth.
MARIA S SANCHEZ Notafy Public, State of Texas
( My Cc.nmission Expires
December 19,2017
-§fA'TE-0-TTFMG §
COUNTY OF TAR.R.ANT §
Before me, the undersigned authority on this day personally appeared
Gly �,kd`1
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
RA.S-ud"'CLl 4 -1- Q- , and that he executed the same as its
&,r\ �
el 4PJt-\Q,s- and as the act of such t,LC and for the purposes and
consideration expressed in the foregoing instrument.
Not ic, ate of Texas
�a`'pvoy'a JEFFREY PICHETTE
4F.IWS.Notary Public,state of Texas
9£Comm.Expires 12-08-2019
°;;o�� Notary ID 130461533
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev.7/2006
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev.712006
LEGAL DESCRIPTION
BEING a tract of land situated in the HEIRS OF BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, City of Fort
Worth, Tarrant County, Texas,and being a portion of a 12.9726 acre tract of land as described in deed to The Standard
at Boswell Marketplace, LP, a Texas limited partnership as recorded in Instrument No. D217003414 of the Official Public
Records of Tarrant County, Texas and being more particularly described by metes and bounds as follows:
COMMENCING a 1/2" iron rod with cap stamped"WAI"found at the northeast comer of said 12.9726 acre tract and at
the southeast corner of Lot 69, Block 24 of TWIN MILLS, an addition to the City of Fort Worth, Tarrant County, Texas
according to the plat thereof recorded in Instrument No. D205041544 of said Official Public Records and being on the
west right-of-way line of Old Decatur Road, having a variable width right-of-way,
THENCE South 18°20'30" East, along the east line of said 12.9726 acre tract and said west right-of-way line of Old
Decatur Road, a distance of 478.97 feet to the POINT OF BEGINNING of easement being described;
THENCE South 18°20'30" East, along said east line of 12.9726 acre tract and said west right-of-way line of Old Decatur
Road, a distance of 114.51 feet to a point for corner from which a 1/2" iron rod with cap stamped"WAI"found at the
southeast corner of said 12.9726 acre tract and at a northeast corner of Lot 1, Block 1 of BOSWELL MARKETPLACE,
an addition to the City of Fort Worth, Tarrant County, Texas according to the plat thereof recorded in Instrument No.
D216034100 of said Official Public Records and being on said west right-of-way line of Old Decatur Road bears South
18°20'30"East, a distance of 340.99 feet;
THENCE departing said east line of 12.9726 acre tract and said west right-of-way line of Old Decatur Road, over and
across said 12.9726 acre tract the following:
South 72042'56"West, a distance of 45.17 feet to a point for corner;
South 81036'54"West, a distance of 45.78 feet to a point for corner;
North 8°23'24" East, a distance of 14.29 feet to a point for comer;
North 3°33'52"West,a distance of 21.90 feet to a point for comer;
North 22°31'25"West, a distance of 44.36 feet to a point for comer;
North 100 19'41" East,a distance of 16.07 feet to a point for comer;
North 60o48'13"West, a distance of 27.06 feet to a point for comer;
North 17°26'04"West, a distance of 248.21 feet to a point for comer;
North 24009'12"West, a distance of 15.05 feet to a point for corner;
North 20039'29"West, a distance of 49.17 feet to a point for corner;
North 16034'05"West, a distance of 90.12 feet to a point for comer;
North 46°00'39"West,a distance of 79.26 feet to a point for corner on the north line of said 12.9726 acre tract and
on the south line of Lot 56 of said Block 24;
DRAINAGE EASEMENT
part of
HEIRS OF BENJAMIN THOMAS SURVEY,
JAMES PAUL WARD Abstract No. 1497
REGISTERED PROFESSIONAL City of Fort Worth, Tarrant County, Texas
LAND SURVEYOR NO. 5606
801 CHERRY STREET, UNIT 11
Kimlev*SUITE 950 Horn
FORT WORTH, TEXAS 76102 801 Cherry Street,Unit 11,#950 it Tei.No..;:I,
PH. 817-335-6511 Fort Worth,Texas 76102 FIRM#10194040
Scale Dr wnCbacked by Date Proiect No. Sheet No.
paul.ward@kimley-hom.com NIA FCN JPW 01/2612016 061294900 1OF3
2:i".:8 1a AY K I-I%'. SUS Y ci7`fI x.:117Jcj,r.FV,. VhfJ K'k l PI A^_,r 7 .7.;7 777."L,F,)51.clI 11''
THENCE North 71'41'06"East, along said north line of 12.9726 acre tract and the south line of said Lot 56 to and
along the south line of Lot 57 of said Block 24, a distance of 55.18 feet to a point for corner from which said 1/2"
iron rod with cap stamped"WAI"found bears North 71°41'06"East,a distance of 70.46 feet;
THENCE departing said north line of 12.9726 acre tract and said south line of Lot 57,over and across said
12.9726 acre tract the following:
South 21019'04"East, a distance of 21.56 feet to a point for comer,
South 46037'12"East, a distance of 43.84 feet to a point for comer;
South 19005'19"East, a distance of 98.77 feet to a point for comer;
South 17°28'27" East, a distance of 50.97 feet to a point for corner;
South 12°37'33"East, a distance of 14.57 feet to a pant for comer;
South 18044'04" East, a distance of 232.11 feet to a point for comer;
South 64°33'44"East, a distance of 38.33 feet to a point for comer;
North 60°32'25" East, a distance of 20.63 feet to the POINT OF BEGINNING and containing 29634 square
feet or 0.6803 of an acre of land.
DRAINAGE EASEMENT
part of
HEIRS OF BENJAMIN THOMAS SURVEY,
JAMES PAUL WARD Abstract No. 1497
REGISTERED PROFESSIONAL City of Fort worth, Tarrant County, Texas
LAND SURVEYOR NO. 5606
801 CHERRY STREET, UNIT 11
Kimlev))) HornSUITE 950
FORT WORTH, TEXAS 76102 801 Cherry Street,Unit 111+950 1 Tel.
PH. 817-335-6511 Fort Worth,Texas 76102 FIRM#10194040
Stele Drawn by I Checked by Date Project No. Sheet No
paul.ward@kimley-hom.com NIA FCN JPW 0112612016 061294900 20F3
.. �?+a'.'P '"I.. ,i l:;, .,.1'.c •f. ..! ':ia',' =i `.'z.R .0 I'I,;..:r. ,-,' ``1! : r.�4 t. t.l;�:{fl l'_i... F .- I' .`i.:!.It tl ',I_'�',F^,t,.':'):
57 P.O.C.
�`0�1.1 69 1/2"CIRF 0 50 100 NAr��
ORTH
GD Ps l` D2 BLOCK 24 15 'WAI"
G `NS���ENS No INS RUME NO. 505041 �,�� GRAPHIC SCALE IN FEET
RTCT 55 L16 LINE TYPE LEGEND
54 ���
53 —'-�--- BOUNDARYLINE
52 / ��� ` EASEMENT LINE
50 51
LEGEND
49 P.O.C.=POINT OF COMMENCING
POINT OF BEGINNING
N CIRF=CAPPED IRON ROD FOUND
OPRTCT=OFFICIAL PUBLIC RECORDS
LINE TABLE TARRANT COUNTY,TEXAS
NO. BEARING LENGTH < <�
L1 S18°20'30"E 114.51' N
0 OzQ
L2 S72°4256W 45.17' L10 L20JSN
L3 S81°36'54W 45.78'
L4 N08° 3'24"E 14. 9' DRAINAGE EASEMENT ���
2 Z
L5 NO3°33'52"1211.90' 0.6803 OF AN ACRE
L6 N22°31'25W 44.3x' 29,634 SQ. FT. �� �'AO
L7 N70°19'41'E 16.07' 7—
L8 N60°48'139W 27.06'
L9 N17°26'04'W 24821' 12.9726 ACRES P.O.13
THE STANDARD AT BOSWELL / L23
L10 N24°09'12'W 15.05' MARKETPLACE, LP /f
1-11 N20°3929W 49.17' A TEXAS LIMITED PARTNERSHIP ?
INSTRUMENT NO. D217003414
L12 N16°34'05"1 90.12' OPRTCT L8
L13 N46°00'39"1 79,26' L7
L14 N71°41'WE 55.18'
L15N71°41'06'E 70.46' L5-�
L16 S21°19'04"E 21.56' LINE TABLE L4-
N
L17 S46°3T12"E 43.84' NO. BEARING LENGTH O
L18 S19°05'190E 98.77' L21 S18°44'04'E 232.11' to
L19 S17*28'27'E 50.97' L22 S64°3344'E 38.33'
L20 S12°3T33'E 14.57' L23 N60°3225'E 20.63'
1/2'CIRF
DRAINAGE EASEMENT 'WAI'
part of V b oK'\
HEIRS OF BENJAMIN THOMAS SURVEY, �/ go
Abstract No. 1497LOT 6
City of Fort Worth, Tarrant County, Texas BLOCK 1
BOSWELL MARKETPLACE
Kimlp >>> H o r n SLOT 5 INSTRUMENT NO. D216034100
-�
or e%e1w A 0PRMT
801 Cherry Street,Unit 11, Tel.No.(817)335-6511 NOTES
Fort Worth,Texas 76102 FIRM N 10194040 www.kimley-hom.com
Scale Drawn by Checked by D�tato Proiect No. Sheet No. Bearing system based on the Texas Coordinate System of 1983,North
1-=100- FCN JPw 01/26/2016 061294900 1 3 of Central Zone(4202),North American Datum of 1983.
NANCE,FORREST 1/27/2017 8:33 AM K:\FTW_SURVEYW61294900-BOSWELL MARKETPLACE\DWG\061294900-BOSWELL MARKETPLACE DRAINAGE EASEMENT(DITCHI.DWG
EXHIBIT "B"
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev.7/2006
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' BOSWELL PRE-PROJECT CONDITION ""�"'°" '; Kimley>>)Horn
' MARKETPLACE DRAINAGE AREA MAP s a
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BOSWELL E2
DRAINAGE AREA MAP
MARKETPLACE
FM WORTH TEAS
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THE STANDARD AT Kimley>>>Horn
PROPOSED ONSITE
BOSWELL CHANNEL HYDRAULIC � o
MARKETPLACE WORKMAP .,{
FORT WORTH TEXAS
HEC-RAS Plan:Pr-FD River.Channel Reach:Channel
Reach River ata Profile 0 Total Min Ch EI W.S.Elev Crit W.S. E.G.Elev E.G.Slope Vel Chnl Flow Aee Top Width Houde 0 Ch1
cls ft) ft (ft) it/6 ft/s sq H R
Channel 26 001-YR 139.00 792.00 793.60 792.93 793.74 0.003807 3.07 45.21 62.72 0.43
Channel 26 005-YR 217.00 792.00 794.08 793.24 794.29 0.003806 3.67 59.06 68.01 0.45
Channel 26 100-YR 396.00 792.00 794.96 793.84 795.30 0.003802 4.67 84.76 117.11 0.48
Channel 63 Culvert
Channel 92 001-YR 139.00 793.00 796.84 794.10 796.88 0.000313 1.60 87.14 354.81 0.14
Channel 92 005-YR 217.00 793.00 797.461 794.46 797.46 0.000018 0.33 760.13 381.39 0.03
Channel 92 100-YR 396.00 793.00 797.79 795.14 797.79 0.000039 0.52 887.06 391.66 0.05
Channel 132 001-YR 139.00 793.57 796.87 796.90 0.000286 1.17 119.31 105.07 0.13
Channel 132 005-YR 217.00 793.57 797.44 797.47 0.000389 1 A8 146.41 111.88 0.15
Channel 132 100-YR 396.00 793.57 797.73 797.82 0.000987 2,46 161.01 115.59 0.24
Channel 163 001-YR 121.00 793.691 796.88 796.91 0.000451 1.38 87.94 37.14 0.16
Channel 163 005-YR 187.00 793.69 797A5 797.49 0.000576 1.70 110.40 50.62 0.18
Channel 163 100-YR 324.00 793.69 797.75 797.86 0.001237 2.61 128.41 6227 0.27
Channel 233 001-YR 121.00 793.96 796.91 796.95 0.000606 1.53 79.16 35.69 0.18
Channel 233 005-YR 187.00 793.96 797.49 797.54 0.000737 1.86 100.68 39.14 0.20
Channel 233 100-YR 324.00 793.96 797.84 797.96 0.001519 2.82 114.86 42.03 0.30
Channel 351 001-YR 1 121.00 794.431 796.99 797.04 0.001025 1.84 65.78 33.371 0.23
Channel 351 005-YR 187.00 794.43 797.58 797.65 0.001131 2.16 86.43 36.89 0.25
Channel 351 100-YR 324.00 794.43 798.02 798.18 0.002050 3.13 103.47 39.57 0.34
Channel 435 001-YR 121.00 794.76 797.08 795.78 797.15 0.001298 2.01 60.10 32.90 0.26
Channel 435 005-YR 187.00 794.76 797.67 796.11 797.76 0.001286 2.36 79.39 36A8 0.27
Channel 435 100-YR 324.00 794.76 798.181 796.63 798.361 0.002032 3.371 96.24 39.57 0.35
Channel 468 Culvert
Channel 502 001-YR 121.00 795.02 797.23 796.04 797.30 0.001543 2.12 57.15 32.50 0.28
Channel 502 005-YR 187.00 795.02 797.91 796.35 798.00 0.001288 2.36 79.33 36.56 0.27
Channel 502 100-YR 324.00 795.02 798.98 796.89 799.10 0.001140 2.83 114.45 43.88 0.27
Channel 572 001-YR 121.00 795.29 797.35 797.44 0.002301 2.44 49.61 30.32 0.34
Channel 572 005-YR 187.00 795.29 798.01 798.11 0.001982 2.64 70.85 3426 0.32
Channel 672 100-YR 324.00 795.29 799.07 799.20 0.001706 2.93 110.51 40.64 0.31
Channel 644 001-YR 121.00 795.55 797.52 797.59 0.001772 2.09 SB.00 37.15 0.29
Channel 644 005-YR 187.00 795.55 798.16 798.24 0.001472 225 83.16 42.95 0.28
Channel 644 100-YR 1 324.00 795.55 799.21 799.30 0.001121 2A5 136.701 56.06 0.26
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THE STANDARD II
n PRIVATE CHANNEL AT Kimley»>Horn
$a PROFILE BOSWELL MARKETPLACEA
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THE STANDARD ���|�� �O[n
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PRIVATE CHANNEL A
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SECTIONS e SWE±MARKETPLACE ,
CITY OF FORT WORTH,_,
222 /7 � , ,
Exhibit "C"
CITY OF FORT WORTH DRAINAGE CHANNEL 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 channel's storage
volume is reduced by more than 10%. Silt shall be removed and the channel returned to original
lines and grades shown on the approved engineering plans. In addition,corrective measures
are required any time a channel does not drain completely within 72 hours of cessation
of inflow. NO STANDING WATER IS ALLOWED in channel.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to
maintain proper operation of the channel. Disposal shall be in accordance with federal,state and
local regulations.
Channels shall be mowed monthly between the months of April and October or anytime
vegetation exceeds 10-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 channel system's primary components, mowing, and 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.
Exhibit "D"
Drainage Channel Structural Maintenance CHECKLIST
FREQUENT DATE REPAIRS REPAIRS NOTES
INSPECTION REQUIRED MADE
Mowing
Remove Trash and
debris
Inspect irrigation
system o eration
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Channel
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
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of Storm
Water Quality
Structure
Type of Storm Water
Ouality Structure
Structure type and
Condition
Condition of Rip-Rap
Condition of filtration
system
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10
Rev.712006
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11
Rev.7/2006
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