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Home My WebLink About20100204000184 STORM WATER EASEMENT AND MAINTENANCE AGREEMENT 011910Rock Adlecx> Cry GhClerk rVoert barn I 1 A, A 25 also ab WA 98001 20100204000184 17 54 Pace IsIslas'Co~ar;ts n Ra;, ~eamr.cca,aa is Imp STORM WATER EASEMENT AND MAINTENANCE AGREEMENT FACIeskA t, n ReftrueI ofapplicable) NA C SBaaw (bob, use, &Gates PA"il Gm[ A r 'R ficlre CN fr bum FIC M1ORiHN`.S TT, /TAE Legal 0. 'ptoN99R FIT ANI '/.913 T2 IN RAF p/ Aacassars Tex pnmA lDp Issues, 91 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