HomeMy WebLinkAbout20100204000184 STORM WATER EASEMENT AND MAINTENANCE AGREEMENT 011910Rock Adlecx>
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STORM WATER EASEMENT AND MAINTENANCE AGREEMENT
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THIS FASEMENT AND AGREEMENT made and crashed into this PI day of
hmu-!e 2010, be and behvcen the City of Auburn, a municipal corporation
,74 of King Conntv, Washington. herelnaflerref ed to as "CITY" and Gates, Gates & Gates
huminaller Treated to as "PROPERTY OWNER"
WHEREAS, PROPERI Y OWNER has applied for certain panne arith the CITY
for the construction of facilities for Mohmak Plastics Lot 3A Addition located at
701 "A" Street NW,whiek eccaseimpervions sutfaat and
WHEREAS, the PROPERTY OWNER will complete a storm system; and
WHEREAS. the PROPERTY OWNER read the CITY desire that The steam system
be maintained to pm.ide adequate facilities for controlling both the quantity and quality of
storm drainage; mail
WHEREAS, for maintenunre of it storm system it is necessary to have appropriate
right-off way to bring in equipment to conduct maintenance functions, and
WHERi maintenance requirement is a essential running with the land and
binding upon all heirs, successors and assigns of both patties; and
Said aocurnenlss, were the ba
cord by Patine N"VI Tnta as
It has car rest 1
$tomr Wnrzr Fnsemenand Ma ate~rme pgrcrmeM P nrtll1p, a Tien m
Page I aC EXCISE TAX NOT REQUMBD
King Co R
By r/da
Deputy
WIIERFAS, the parties desire that this Agreement be received to advfsc heirs,
wrs and assigns of both panics as to the existence of this casement and agreement;
aneema
W HFRBAS, an edirm c at is needed to bring in inainetance equipment; and
WHLRLIAH, the parties are both bushels of pemrming, inspection of the Ann,
sJs an to make certain that it is fmmtiemimg property end for purposes of determining the
appropriate repair.
NOW, "IIIERFFORL, BASED UPON 64GTUA1. COVENANTS 10 BE
DFRI VFD CITE PARTILS AGRFE AS FOLLOWS:
Section 1, EASEMEN i
PROPERTY OWNER hereby provides a nonexclusive easement to the Coo, for
inspectoa, and maintenance for the purposes of this Agreement and the attached
recessr, Sturm Water Pollution Prevention Plan, over, under and on that reel estate described in
Exhibit "A° 8'D and nn that portion at the property as abduction on the approved Record
Drawins revised pursuant to consmnctimn records for the Ciry ofAub,m under Permit No.
FAC0841026, which record drawings are hereby incorporated by reference as if set out in
fill. Tbia easement shall Ire a burden to that real estate which is legally described and
amounted as llkhibit "A" ed "B` and inatrpomod lietem by this reference, and shall be a
benefit to the Ciry Storm Dtnitmge Utility System
Section 2, HEIRS, SUCCESSORS AND A$SIGFS
"[his Agreement shall be binding drum, the heirs, successors and assigns of the
parties. &orm ware,„ m,e wnnnanan,~ exnrmom
proc2 of 17
Section 3, MAINTENANCE
The PROPERTY OWNER agrees to maintain the storm system in accmdanec witb
the ordinances and all applicable codes of the CITY and the Sterin Water Pollution
Prevention Maintenance and Operation Schedule attached as Exhibit "C" and incorporated
huein by this refarotwe. The PROPERTY O W NF.R does hereby sayer Abet the CITY may
enter onto the property of the PROPERTY OWNER via the easement described above to
inspect and parchann necessary maintenance if, after the PROPERTY OWNER is given
notice to maintain, toe PROPERTY OWNER fails to meimam, Funial, the PROPERTY
OWNER agrees the CITY may enter onto dte prop.My of PROPERTY OWNER via the
ornament described above to perform emergency maintenance or the event of the storm
system's failure which might reel( in adverse impactO on public facilities Or private
facilities of other properly exmcrs.
In both events the PROPERTY OWNER spores m reimburse the CITY for the costs
cored by the CITY in maintaining the storm system. Slwuld Mc CITY inept ethernet s
fees and/or costs in enforcing the amemment and/or in maintaining u Collecting
maintenance fees, the PROPERTY OWNER agrees to pay reasonable attorney's fees and
all costs incurred by the CITY.
Section 0, ACKNOWLEDGMENT OF OTHER ENFORCE-M E.NT ACTIONS
PROPRRTY OWNER aknorCedges that there may be liability for violations of
codes that could result in additional fines and/or the possibility of incarceration of addition
to the fees for maintenance shouldvlolatiens Noun.
onzeii~s"
$\wm so o, El"Wo i and Malounmw ebeeco nt
Page] of 17
SIGNATORY - CORPORATION
IN WE I NESSS WHFRFOP the Grantor has executed these presents this
l~dayof ±gN.2Ulh.
Enron Wde
SI AIII OP W ASHINGI ON )
) se
COUNTVOP HINO )
I cenih that l know or have satisf tnry eo intunce that Uo 146
is the person who appeared before me and said person acknowledged that he/she signed
this instrument, on oath initial that he/she zis authorized to execute the ;nxrnmem and
aditimvledged it as the c-s, E,P.-al 6jols,-
of ~ GaJeo ~.~e e.,,uh , . --r-n to be
the f and voluntary act of such petty to the urea and purposes mentioned in this
instrument.
Dated 7 met t 2ll 0
teC f V
6
<~"~n e ~x~I<ii,_,
NNonuy Public 4 anal-for t~xtc ol'n ningto
Reaalingat eri , sen- CI. G, Pu.n l4~ywM1}NP4q
Myappointmcut expires fen, rs 2,
saga
w
Smrm Water 6awmm[w l lleinleaanceApxemeot
Page 4 of 17
CITY OF AIABURN
'Zarlaw, Stomr Drainage F grocer Date
STATE OP WASHING "I ON)
n
CAUN'IYOF KMG )
I certify that 1 know or have satlsWcmtv cvideuw thot Tim Carlow is the person vho
appeared hePore me, and said person acknowledged that he signed this instrument, on oath
stated that he w authorised to execute the instrument and acknowledged p as the
STORM DRAINAGE ENGINEER of THE CITY OF AUBURN this to be the free and
velumery a et of such ouch party for the uses and purposes mentioned in in thin instrument.
Dated t/&I ~/10
BADGgoA ~i NolunPuhli~ and fot the\wt o YashinYt n
%Rcndmg at F
a o MY appointment expires b t 1~
i ~~,~yiµ.tG•
OF W~
HS+[N
Die p@5a
RFP,II11DeMUpmmttMollwk PJ,NHC5,FACUS-0016LLegal DOCffi009
$lmm Wa2[Lesemrn[aml Malmenm~oe Ay obm
Psge 5 of n
EXHIBIT "A"
I.FGAL DESCRTPTION
NEW PARCEL A, CITY OF AUBURN BOUNDARY LINE ADJUSTMENT NO. RIA
07-0008 AS RECORDED UNDER RECORDING NUMBER 20070904900010,
RECORDS OF KING COUNTY, WASHINGTON.
Sbtm Water 6asen end and Meimttmo¢ Ayeement
Pare=firm
i
EXHIBIT "B"
a ~,t
em
i
'r
Stem ware,Fzwmemam Mnin\enznca Agnv~nmc
Page 7,f 17
EXHIBIT "C"
STORM WATER POLLUTION PREVENTION
MAINTENANCE and OPERATION SCHEDULE
for
Mohawk Plastics, Lot 3A
SEPA NO. SEP074001
FAC NO. FAC084026
Site Address:
The project is located in the NE Section 13, Township 21 North, Range
4 East, W.M., 701 "A" Street NW. The tax parcel number is 1321049094.
Introduction:
This storm drainage technical information report has been prepared to
address the City of Aubunn site development and storm drainage
requirements for the proposed Mohawk Plastics, Lot 3A Building Addition
located at 701 'A' Street NW. The site has an area of approximately 2.59
acres and is currently undeveloped. When developed the subject site will
hold a 69,885 SF addition to the warehouse on lot 3 and associated paved
parking to serve the addition.
The subject site will be covered with 36,009 SF of paved parking and gravel
access, and 69,886 SF of building addition when developed.
According to the City of Auburn 'a Construction Standards for storm water
management, the city requires storm water quantity and quality control to all
proposed developments. We have proposed to collect all of the storm
water runoff from the landscaped, building and pavement areas in a series
of catch basins. This water will be conveyed by storm drainage pipe to an
underground storm water detention facility located beneath the parking lot
near the south property line. Here the storm water will be released into a
12-inch storm drain line which will connect into a new catch basin in 'A'
Street NW on the east edge of the property.
SmnnWater F rnmwntl Mnlmmnnw Agttment
ra"c 8 'f 17
Plan Goal:
The specific purpose for the storm water facility is to minimize pollution that
is typically associated with modern development. In general, pollution from
motor vehicles and pollution generated from erosion. Attached to this
narrative is a maintenance manual, which offers guidelines to the owner for
stern water facility maintenance.
Prevention BMP'S:
The catch basins shall have stenciled on them "DUMP NO WASTE -
DRAINS TO STREAM.' The owner shall be responsible for sweeping the
lot, installing storm drainage stenciling. and provide spill control procedures.
In case of spill call DOE at 1425-649-7000. The catch basins,
detention/wetpond, and control structures will be visually inspected for
accumulation of debris and silt and will be maintained as required by this
pollution prevention plan and attachments.
• Maintenance Standards for Drainage Facilities
No. 3 - Closed Detention Systems (TanksNaults)
No. 4 - Control Structure/Flow Restriction
No. 5 -Catch Basins
(Department of Ecology Storm Water Manual, August 2001)
EcoStomgB Plus Treatment System
Treatment BMP'S:
An Ecostorm® Plus Treatment System has been installed to treat runoff for
conventional pollutants. The EcoSlorm® Plus was designed to treat at
least the 2-year 24-hour storm event (water quality storm) for water quality
treatment.
The City of Auburn Utilities Section is to review and approve any changes
to this Stormwater Pollution Prevention Plan prior to changes in its
implementation. Additionally, any changes in ownership or person of
responsibility are to be reported to the City Utilities Sections.
Stem wain' Lmemimwd Montellanro A4rvmmmt
`uj 9of17
InspectionlMai allemande:
Regular inspections of the drainage facilities should be carried out twice per
year, in the spring and fall. The responsible party should keep records of
these inspections available for review by the City. Additional inspections
may be required after severe storms.
Routine maintenance of the site will include mowing, care of landscaping
and the removal of trash and debris from the drainage system. The parking
lots and dmeways should be kept clean and in repair. Events such as
major storms or heavy winds will require immediate inspections for
damages.
Routine maintenance of the site will include mowing, care of landscaping
and the removal of trash and debris from the drainage system. The parking
lots and driveways should be kept clean and in repair. Events such as
major storms or heavy winds will require immediate inspections for
damages.
To ensure proper water quality and treatment, the EcoStorm® Plus
Treatment System must be properly maintained. Be careful to avoid
introducing landscape fertilizer to receiving waters or groundwater.
Catch basins shall be cleaned when sump is 1/3' full of sediment or debris
Person of Responsibility:
Mohawk Northern Plastics
William A. Gates
701 'A' Street I NW
Auburn, WA 98002
(253) 939-8206
Design Engineer:
Rupert Engineering, Inc.
Adam E. Paul, PE
1519 West Valley Highway North, Suite 101
Auburn, WA 98001
(253) 833-7776
smw Warn Fu'euml aw Mamirnaar< ee vent
Po-e 10 'f 17
Plan an llorlrrformallon Updates:
The City of Auburn Storm Drainage Utility section is to review and approve
any changes to this Storm Water Pollution Prevention Plan prior to changes
in its implementation. Additionally, any changes in ownership or person of
responsibility are to be reported to the City Storm Drainage Utility section.
INSPECTIONIMAINTENANCE CHECKLIST
Maintains nee Standards for Drainage Facilities:
The facility-specific maintenance standards contained in this section are
intended to be conditions for determining if maintenance actions are
required as identified through inspection. They are not intended to be
measures of the facility's required condition at all times between
inspections. In other words, exceeding these conditions at any time
between inspections and/or maintenance does not automatically constitute
a violation of these standards. However, based upon inspection
observations, the inspection and maintenance schedules shall be adjusted
to minimize the length of time that a facility is in a condition that requires a
maintenance action.
Storm Water Easement lmd Mnm lrnm¢c/yror niN
Pacc12of17
No.3-Closad Defe on Systams ITanksNaulfsl
M an
Nest W;
Condit on$ When Maintenance its Needed
Respl6 Expe 9d
nt
When Me men inw
is Pertarmed
Storage Area
Plugged Air Vents
One-hall of the cross segion of a vent is
Vents open and
blocked at any point or the vent is damaged.
fumdio 1.
Oebds and Sediment
axce
Ac
the diameter of the storage
bar 10
ge a
bound removed form
length of storage
vault or any polar depth
storage area
nd. Of
el meds 16°la sttlVmetsr.
(Example: 72 inch storage tank would
squire deanmg when sediment reaches
beam of hooped for mare than 121ength of
la)
Joints Between
Any opemngs or voids allowing material to
All joint between
Timadfage Section
be transported into facility.
tankhme Saudi
sealed
are
yssm
n
b
in
iliryL
ine stu
ural sta
tl term
Tank Pipe BeM Out
Any pan of troubles is bent out of shape
Lumbago repaired
of Shape
manage n 10d. Only design shape
or replaced to
Creep, requlrebbyengineertometetmine
design.
structure staboldy)
Vault SWqum
Cracks wider than lapin and any
Vault replaced or
Includes Cracks in
evidence of boll panicles entering the
repaired to be ern
Wall. Bottom,
structure through the cracks, or
reasserting and is
Damage to Frame
amterance(mspetlian personnel
structurally SAnd
andmr TOp Slab
determines that the vault is not structurally
sound.
Cracks weer than 112 Inch at mefomt of
No cracks more than
any mlewwlat pipe or any evidence of soil
Va.mrn wide at the
chNCled entedng me vault through the
joint
walls
pipe.
Manhole
Cover Not in Place
Cover is adding or only partially in place.
Manholes closed.
Any open manhole requires mmmenanaR
Locking Mechanism
One maintenance person with proper tools
Mechanism opens
NIXWmkxg
o
with temper tools.
have [ass than loo pro of thrreadp
yeb
apply is self locking les).
Cover Dbllcre to
One maintenance person cannot remove lltl
Cover can be
Remove
after applying al lifting prasaue. Intent
removed and
is to keep cover from waling off aaess to
rempalled by one
maintenance.
maintenance
person.
Ladder Ruma Unsafe
Ladder is unsafe due be missing rungs.
Ladder meets
misalignment , not securely enachad to
design standards.
structure wall, rust or cracks.
Alli maintenance
reveal eels access
Catch Swens
Sae "Catch plains'
See'Catbn Ladder (No. b) .
See 'Catch Basin,
Mc. SJ
(No 5)
Stnrm 3 of oY 1F¢se¢te.¢t ¢tN Mnlmrnerce Apsameml
Yegc 13 I9
No. 6- Control StructuneFlow Restriclor
Maintenance
Defect
Condition When Maintenance la Needed
Results Expected
Component
When Maintenance is
performed
General
Trash and Debris
Material eweads 255. of sump depth er1
Carrel structure
(includes
foot below orifice plate.
otlfice, not blocked
Sediment)
All trash and debris
removed
Structural Damage
Structure is not securely attached to
Structure securely
manhole wall
punched to wan and
owlet pipe.
Structure in not in upright position (allow up
Structure In coned
to 10% add plumb)
passion
Connections to outlet pipe are not
Connections to outlet
enlgM and show signs of rust.
pipe are witedight
structure handled or
replaced and works as
designed.
Any holes, other than designed holes. in
Structure has no holes
the structure -
other than daslgned
holes
Unspent
Damaged or
Cloymen gate is not watedlght or is
Gate is watertight and
Gate
Missing
missing
works as designed
One maintenance person cannot move up
Gate moves up and
and down gate.
dean easily and is
watedlght
leading to gate is missing or
Chainlord
Chain is in place
and
damaged
igned
works as des
Sate is rusted over 50% offs surface
Gale is repaired or
area
replaced to meet
design standards
Office Plate
Damaged or
o device
is not cerM n properly
Plate is in plane
and
Missing
to
move
of place or be
out
wo
rks as designed
r
plate
.
Obstruction
Any trash debris. sediment, or vegetation
plate Is free Of an
blacking the plate.
obstructions and works
as designed.
OvcA Ow Pipe
Obstructions
Any trash or debris blacking for having the
Pope is tree of al
potential of blocking) the overflow one.
obstrul And works
as designed
Manhole
So, Closed
See 'Closed Detention Systems "(NO. 3).
Sao "Closetl Bele niten
Detention Systems'
Systems' (No 3)
(NC. 3).
Catch Sell
See Catch Basins`
See Catch Basins (No 5)
See Catch Bal
(NO 3).
Wu 5)
couch Water Easement and Manpower, Agawam
Peep 14,f 17
No. 5-C bch Basins
Mairstairm nce
~13
Me
et
itions When Ma ntenance"s Ne dW
Results Deposits!
L po eM
~
~
When maintenance is
performed
General
TrashB Debris
Trash or tlebrs which is located immediately
No Trash or tlebris
front of the catch basin coming or is
located lmmeeint in
blocking aleb~ng cope o the basin by
al
front of catch basin of on
ore than l
grate opening.
Trash or debris (in the basin) that exceeds
No trash or debris in are
60 percent of the sump depth as measured
catch basin.
from the bottom of basin to intent of the
lowest pipe'mto or out of the basin, but in no
se less thana minimum of six inches
clearances from the debris &nudes to the
nett a the lowest pipe.
Trash or added in any inleto outlet pipe
Inlet and outlet pipes
blacking more Nan lid of its height
free of trash or tlebris,
Dead animals or vegetaflon that could
No dead animals or
generate boom that could cause complaints
vegetation present within
or dangerous graders (eg., methane).
the catch basin.
Sediment
Sediment (in the basin) that exceeds 60
No sediment in the catch
Gardens of the depth
tl
u
basin.
of basin tcaz et a,„e
from the botlom
owes( pipe into or out of the basin but in no
u less than a minimum of 6 inches
cleaance, from the sediment surface to We
inert of the lowest pipe.
Structure
Top slab has holes larger than 2 square
Top slab is free of holes
Damage to
inches or cracks wider than 114 Inch.
and cracks.
Frain andlor
Top Slab
(Intent is to make sure no material is
running Into basin).
Fame not sitting flush on top slab, l e.,
Frame is sitting flush on
separations of more than y5 inch of the
the under rings or top slab
frame from the top slab. Frame not
and drunk attached.
orate attached
Fraeries or
Maintenance peaon judged that structure
Basin replaced or
Creche in
unsound.
repaired to design
Baden Waust
standards.
Bottom
Grow THIN had separated or cracked wider
pipe id rdgroNda and
than Touch and longer than soot at the
core amadm wan.
f it of a ny mleuomlet pipe or any oiaencd
f
son panmlee entering vetch basin through
racks.
6eMeni
N fouse of balm had created a safety,
Beam rapt aced or
Misalignment
function or design pmhld m.
repalretl btlmtgn
taneamn.
Vocataaon
megetanongmvn
ng goods and blocking
No vegelatien blobing
cl
oia loan l0% the basin opening.
opening to basin.
StomrWam Termini and Maintenance Agreement
Page 15 of 17
No. 5-Catch Basins
Montrea nw
M6vt
Conditions When Maintenance is Needed
Rasulb Expephtl
Component
Men MelMenance is
performed
g
spa
joints
g
e
or mot
No vegetation
tal
ba
Nan
six inches tall and
t is mor
less
owth present
gr
n six inches open
than
Contamination
See Detention Pend, (No. 1).
No pollullan prevent
and Pollution
Catch Basin
Cover Not in
Cover is moved or only formally in platy.
Catch been cover is
Cover
Place
Any open batch barn requires
closed-
maintenance
Locking
Mechanism cannot be opened by one
Mechanism opens with
Mechanism
maintenance person with proper tools.
propertools.
Not Wor mg
Bolts Into tame have less than 112 Inch of
thread.
Cover Difficult
One maintenance person cannot remove lid
One maintenance person
to Remove
after applying normal along pressure.
n remove cover
verfrom sealing off access
bm
s keep
)
mainu
nance
Ladder
wager Rungs
Ladder is unsafe due to missing rungs, no
ladder meets design
Unsafe
securely cheaper to basin vall,
standards and gloss
misalignment rush, doctor or sharp edges.
maintenance parson
sale a
Mehnl Grates
Grate opening
Grate with opening under than ]/S inch
Grate opening meets
(if Applicable)
Unsafe
design standards
Trash and
Trash ntl Man Nat is Mackin mthan
Grate See other sh and
Debris
20°/a priced sudeoehnlepl na oepedby.
darns.
Damaged Or
Grele missing or broken membera) tithe
Grate is in place and
Missing.
grate.
inches design standards.
Pact) waterFxai ,it temporal Agreeoam
Page In aft]
EcoStormOO Plus by Royal Environmental Systems, Inc
'I he ECOWlm® Plus mainomancc program is available online at:
hlwww ovalenmv r Vd avloads/vwn/eeosmmm/e<Stotmyha autenanen s
yy~p fr
9mm, g w, Pauma¢taW MainkmaM AbnemwM
Pngc 17 0(17