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Home My WebLink About20100204000186 STORM WATER EASEMENT AND MAINTENANCE AGREEMENT 090309ReAm Addii CiV,fAubI VV N N On, CA, NN NNi VV NN III 25 West Main Auburn, WA`WSI ryry ry 2010020 4000186 pGE tr Eas 0 o 140 00 54 01X0 ca u e a w~ YP Above Nis live reserved for mcordine substitution. STORM WATER EASEMENT AND MAINTENANCE AGREEMENT LEI 1`tV PAC III ReGrmce#(if appllcableT WA GrmtorBOmowec Auburn Regional Medical Center, Inc. Grnnbe/ASVigneeBaneLClary: City of After, tiy 4T Legal Description STR: N6 Y S 13, T 21 V, R 09(1-1, W 1)g, 2,1 Assessor's i Parealton: 0492000340, 0305 I01 t5 EASEMENT AND AGREEMENT made and entered into this JTP day of 2009, by and between the City of Auburn, a municipal cooperation of Ki g County, Washington, hereinafter reported to as "COY" and Auburn Regional Medical Center, inc. hereinafter referred to AS "PROPERTY OWNER". WHEREAS, PROPERTY OWNER has applied for certain permits with the CITY for the construction of facilities for Auburn Regional Medical Center and Parking Garage located soft. Division St., which curate impervious surface; and WHEREAS, the PROPERTY OWNER will complete a stem system; and WIIERII the PROPERTY OWNER and the CITY desire that the stain system be maintained to provide adequate facilities for controlling both the quuntity and quality of stem dramage; and WTHIRF.AS, for maintenance of a storm System it is notessaty to have appropriate right-of-way to bring in equipment to conduct maintenance functions; and WHEREAS, maintenance requirement is a covenant mining with the land and binding upon all heirs, succesems and assigns of both parties; and into roc,. A9III;aoeArr tin,or 11 : koo o:a,. nt w:t. ba. Sumorater Easement and Maintettarde Agreement EXCISE TAX NOT REQUIRED I ore Co Rube Me \Dreparty WIIEREAS, the patties desire that this Agreement he recurded in advise heirs, successors and assigns of both parties as to the existence of this easement and agreement; and WHEREAS, an easements needed to bring in maintenance equipment; and WHEREAS, the parties are both desirous of permitting inspection of the storm system to make certain that it is functioning properly and for professes of determWng the appropriate repairs. NOW, THEREFORE, BASED UPON MUTUAL COVFNANTS TO BE DERIVED THE PARTIES AGREE AS FOLLOWS: Section 1, EASEMEN'T' PROPERTY OWNER hereby provides a nonexclusive easement to the City for access, inspection, and maintenance for the purposes of des Agreement and the attached Smrm Water Pollution Prevention Plan, over, under and on that real estate described in Exhibit "A" & "B" and on that portion of the property as showing on the approved Round Drawings revised Rumored to construction records for the City of Auburn order Permit No. PAC o8-0025, which record drawings are hereby incorpomed by reference as if set out in full. Ihis easement shall be a burden m that real e date which is legally described and attached as Exblblt "A" & "B" and incorporated herein by this reference, and shall be a benefit to the City Stuart Drainage Utility System Session 2, HEIRS, SUCCESSORS AND ASSIGNS 'I his Agreement shall he binding upon me heirs, successors and assigns of the parties. Section 3, MAINTENANCE The PROPERTY OWNER agrees to maimain the storm system in accordance with the ordinances and all applicable codes of the CITY and the Smnn Water Pollution Prevention Maintenance and Operation Schedule attached res Exhibit "C' and incorporated herein by this reference. The PROPERTY OWNER does hereby agree that the CITY may enter onto the property of the PROPERTY OWNER via the easement described above to inspect and pefotm necessary maintenance if, after the PROPERTY OWNER is given notice to maintain, the PROPERTY OWNER foils to maintain. Further, the PROPERTY OWNER agrees the CITY may enter onto the properly of PROPERTY OWNER via the easement described above to perform emergency maintenance in the event of the stem Sarmwater Easement 2 of17 system's failure "turn might result in adverse impacts(s) on public facilities or private faclities of other property, owners. In From events the PROPERTY OWNER agrees to reimburse the CITY for the costs inured by the CITY in maintaining the stairs system. Should the CITY incur attorney's fees aM/or costs in summing the agreement and/or in maintaining or collecting membranes fires, the PROPERTY OWNER agrees to pay reasonable attorney's fees and all torts mcaned by the CITY. Section 4, AC"O)VLEDGMENT OF OTHER ENFORCEMENT ACTIONS PROPERTY OWNER acknowledgas that there may he liability for violations of codes thin could result in additional fines andfor the possibility of incarceration in addition or the fees for maintenanw should violations occur. EXECUTED as of he date first written above. CI9Y OF AUBURN o w, Smrm DreiL~-.__- - Carlnege Engineer Date e STATE OF WASHING ION ) Country of King ) I terrify that I know or have satisfactory evidence that Tim Carlow is the person who appeared before an, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the trutroment and acknowledged it as the STORM DRAINAGE ENGINEER of THE CITY OF AUBURN to be the flee and Yr6f1 G t_. Notary Public in and for me Slam of wash ngton Residing at - P~ ~w-F My appointment expires. I r a Stormwater Easement and Maintenance Agreement 3 ofr9 GRANTOR AUHCRN REGIONAL MEDICAL CENTER, INC. a Washington corporation By. .sow,---. J Nabs, k$pPVL Lk Title'. __FLft _tPM non{ Penn ✓ STATB OF 1l ) jnrlwium✓f )as. COUN'fYOY hjlliitiluh ) On timphiay of 11 b9009, before me personally appeamd':C YJG lf~dx~ to me known to be>AUBORN REshIONAL MEDICAL CEN'ITIC INC., which executed fie within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses end purposes therein mentioned, and on oath stated that he was mthutl;ed to execute said Inarement. TN WITNESS WHEREOF, I have hereunw set my hand and affixed my official seal the day and year flint above written. Lm L X ON { CpMagMN Tsl OF PleassVLVANW and [ the Same of WaslgihyanfdMSy/t1iU NOTARY RUBLI C rwrwaM P " Ra d g t LJl ur✓ t 1. IO JP1L[]~YCF/259 °m'N 1wMrrvmcwro : Idy Commission ~pp '~U.L .a i E ~ N~cn. Pr t dN e. ^ N e e Stormwnter Eaaemem and Maintenance Agreement 4 of 17 E7CHMff A SM DESCRUMON PARCEL A AND B OF THAT att OF AUBURN BOUNDARY TINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20080911900016, RECORDS OF KING COUNTY, LONG WITHIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION Id TOWNSHIP 21 NORTH, RANGE 4 EAST, WN, IN THE CITY OF AUBURN. KING COUNTY, WASHINGTON. I t1fA7 P SORYSYINa mc. - P. O. OS IW00` W-OBe~ IOB NO. 2W8-086 ~ J Sto mk ate Fa ement end Melnterenoo A&ccmcnt 5 of19 EXFDBIT B SrM MAP SaM M'W _ 9tl HD3M~f NW r~ S 2Y 'eM W I ~ I ~ a0 I I PAPLL9.A r ~IP®1RY IA® A➢I16I~NP (®A (i-0W A ~I~ ~ INQ SNb1HOG'd; 'gIg ~'M{ m~ SB431'MY ~ 8g W' ' 159.x' GRAPHIC SCALE w l Inch = 60 It, a HT HIH@8f NW A fl2Mw a ]9fl85 p~~xn ~~116aY®Y SCAY$YIPfi 1PC. +~'1 TA~CmON1ar0~~BB4W11 R6]MWW~-W64 _ _eu JOB NO. 2008-086 Storm"atec Hasemem and Maimeaanca Agxwmeml 60f 11 EXHIBIT V STORM WATER POLLUTION PREVENTION PLAN For the UHS Medical Office Building & Parking Garage SERA NO. SEP074025 FAC NO. FAC084025 GRA NO. GRA08.0028 Site Address: The project is located in the Northeast Quarter of Section 13, Township 21 Range 4 East W.M., Division Street. The lax parcel numbers are 0492000305 and 0492000340. Introduction- This storm drainage technical information report has been prepared to address the City of Auburn 'a site development and storm drainage requirements for the proposed Medical Once Building (MOB) located at 1st Street NW and Division Street. The site has an area of approximately 1.68 acres and is currently an office building and parking. The subject site will be developed as an MOB and parking garage. The subject site is flat. Stormwater runoff from the new construction will be treated and released into the city stone drainage system. According to the City of Auburn's Construction Standards for storm water management, the city requires storm water quality control for all projects located in the Auburn Downtown Plan area. 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 a storm water Catch Basin located at the intersection of "A" Street NW and 2" Street NW. Here the storm water will be released into the City of Auburn system. Store ier Forefront and Maintenance Agreement 7of17 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 storm 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/wet pond, 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. 5-Catch Basins No. 6 - Debris Barriers WQ -EcoStrom Plus (Department of Ecology Storm Water Manual, August 2001). Trea4nent BMP'S A EcoStrom Plus has been installed to treat runoff for conventional pollutants. The EcoStrom Plus was designed to treat 64% of the 2-year storm event (water quality storm) for water quality treatment. Based on section 13.48.230 of the Auburn City Code, no detention facilities are required because this project is located in the Auburn Downtown Plan area and there will be no increase in the amount of impervious surface as a result of development. The City of Auburn Utilities 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 Utilities Sections. Stormvater Easement and Mxlmerwnce Agreement 8of 17 Inspection I Maintenance: 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 seasonal 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 driveways should be kept clean and in repair. Events such as major stones or heavy winds will require immediate inspections for damages To ensure proper water quality and treatment, the EcoSlrom Plus 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: UHS of Delaware, INC 367 South Gulp Road King of Prussia, PA 19406 (610) 769-3300 Design Engineer: Rupert Engineering 1519 W Valley Hwy N Suite 101 Auburn, WA 98901 (253) 833-7776 Plan and I or Information Updates: The City of Auburn Utilities 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 Utilities Sections. (Changes to ownership shall be reported to the City of Auburn's Utilities Section.) St IrFafement and M idenmme Agreement 9 ofv INSPECTION/MAINTENANCE CHECKLIST STRUCTURE DATE OFINSPECTIONIMAINTENANCE ` Results/ Maintenance Date Inspection All Catch Basins Results Maintenance Done _ EcoSIrom Plus Inspection Results Maintenance Dane Inspection Conveyance Pipes Results Maintenance Done Inspection Results Maintenance Done STRUCTURE DATE OF INSPECTION/MAINTENANCE Results/ Maintenance Data _ Inspection Results Maintenance Done Inspection Results Maintenance Done Inspection Results Maintenance Done Storm Woof Eaz reot rd M¢iotmmm/ga mt Page 10of17 Maintenance 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 E ent a,d Maintenance Ag ent Pane l l of 17 No.5-Catch Basins Maintenance Defect Conditions When Maintenance Is Needed Results Expected When Component Maintenance is performed General Trash & Trash or debris which is lowered immediately No Trash or debris Debris in frame of the catch basin opening or u located immediately in blockinglnletting capacity of fire basin by feat of catch basin or on more than lO%. grate opening. Trash or debris (in the basin) that exceetls We No trash or debris in the carte basin. the bottom of basin to heed Of the lowest pipe into or out Wine basin, but in no case ass than a minimum of six inches clearance from the debris surface to the invarf of the lowest pipe. Trash' Or debris in any inlet or outlet pipe Inlet and outlet pipes free blacking more than f9 of its height. of trash or debris. Dead animals", vage tiOn that Could No dead animals or , cause parent, odors complaints vegetation within or dangerous gases (a g thace. cach basin. the Sediment Be dmant n the basin) that exceeds fin No sediment in the catch Ofr percent he sump depth as measured from basin the bonom of basin to lheart the jawed pipe into or out of the basin, di no case lass than a minimum of O Inches clearance from the sediment surface to the invert of the lowest pipe. Say True Top slab has holes larger than 2 comedy Top slab is free of holes Damage to Inches or blacks wider than 1141ncb and cracks Frame and/Or Top Slab make sue no material is running ntist . ~nto basin) Frame not sitting flush on top slab , l e., Frame is sitting flush on n ute flame separation the riser rings or p slab top slab. From a not securely from ands lyordered attach attached Fractures or Maintenance parson judges that structure is Basin raplawtl or Cracks in sound Mora to design Basin Wallsl standards Bottom Grove fillet has separated or crackedwltler Plpa is migration antl than 112 men and longer than 1 form at the wre Mbasin wall. joint of any NIetroNlet pips or any evidence of soil produce entering catch been through 2cks Settlement/ If failure a basin has created a safety, Basin raplawtl or Misalignment ordered or design problem, repaired to design standards. Vegetation Vegeeal growing sums, and blaIXlog NO concurrent blocking more than 10% of the basin opening. Opening to basin. Slorou Water Ea ement and Braun...... Agreement Page 12 of 17 No.5-Catch Basins Maintenance Decent Conditions When Maintenance is Needed Reaulb Expessed Wbsn Component Maintenance is laerlmmed Vaga2ter, growing in inle0outlel pipe Lord No vegetation or mot that is more than six inches ten and less than growth present cornea apart. six Contamination See Detention Fonds' (No 1). No pollution present. and pnwtinn Catch Basin Cover Net in down is missing or only partially in place- Catch basin cover is Cwer place Any open catch basin requires maintenance closed looking Mechanism cannot be opened by one Mechanism opens with Mechanism maintenance person with singer tools Bolts proper toots. Not Working Into flame have less than 112 inch of thread. Cover Difficult One maintenance person cannot remove lid Cover can be removed by to Remcve after applying normal lihmg pressure. one maintenance person. (Intent is keep cover from sealing off access to maintenance) Ladder Ladder Rungs Ladder is unsafe due to missing rungs, not Ladder meets design uni umly amaged to basin wan, standards and allows misalignment rust coacks, or sharp edges. maintenance person seta access Metal Grates Grote opening Gems with opening open than 718 inch Grate opening meeas (If Applicable) unsafe design standards. Trash and Trash and debdsmat is blocking more than Shooting of trash and Debris 20% of grate surface pound capacity. debits. Damaged or Grate missing or broken member(a)of the Grata is in place and Missing. grate. meets design standards. Smmt Water Isemantand Maintenance AEreem.N Page I3 of 17 No.6-Debris Barriers (e.g., Trash Racks) MalMane nce OMect Condition When Maintenance is Resins Battered! When Components Needed Maintenance Is Per(wmed General Trash add Trash or debits that is plugging more Barger cleared to design flow Debris than 2091. of the openings in the barer. carriers. Meet Bamageal Bars are bent out of shape more than 3 Bars in place with no bends more Missing nature. than 3141nch. Bars. Bars are missing or entire barrier Bars in place according to design. missing Bars are loose and Meuaraising 50% Bander replaced or impaired to deterioration to any pad of barrier. design standards. nlelOutlet Oebds banler missing or not attached to Bursierflim s attached to pipe Pipe pipe Smmr Water Protestant and Maintenance Agreement Pagol4 ofl] w=31®rwa° gales rckafaa2aa~aua~® prmgram .rowdeuleronsesnet Mtn /hull rovnleummrises netldmv rloadv/xwo-/emstunmt/eco5toc~n plus_ maintenance youg n dial Royal Omirolmtpncal Sysems, Inc 30622 Forest Blvd. RO. Box 430 Stacy, MN 55079 651-462-2130 800-817-3240 The ecoSterm®plus is ahigh-efficiency surstrawater urination system. To raper, controvert efficiency, periodic maxsenmce must be performed m each trait. Because each project site is diR mt each system will experfaud tliffermt rates of sediment, heavy metal, and resulted business. For than with heavy sediment loading, Our Blear stared be checked after arry, amens event exceeding 1"M been in minfsli intensity, o my radnfell eventW exceap of3". For tires with light sedunent handing, the filler should be checked aRer any smrm event eecreN'ag 2'per hour in ruinfall intensity or any our event in excess of 3". Once a combined toed of 6" of rain has faller on my site, reprec ess ofthe sediment imeding the Eymems should be checked and maintained. To develop m initial feel fm the loading at a spends sate, the system should be checked no less frequently than at two, hour, eight and 12 weeks following fee initial installation. TWa will provide an initial waste for the loading, but events so& as mmvmelt may also need to be considered. At a)pmjorso,Raw a[ Eavimmnenial Systems suggests cleaning due western three times emually to ensure intended perfirmmce. Shan Walor Easement and Mainenance A memenl Pup, 15 of 17 Inspe-tlcra prooceliOUre Remove the meet cusring and pvform aviaaal check. The water el nodian should be at Or slightly below the invert elevation of the downstream pipe. A clean filter is btlgbt red in color (sm photo oa polar 2). if the by of me MW is not red, Royal Environments] Systems recommends Gemting the plan. hunt a long rod through w112^ sm odpipe and filtey the cyclonic separator, and into thesamp. Attempt to reach We hotmm of We rtmeture and obtlin a eel forihe emoumoPSedimmttbet haz mllec[etl. The 2' sump is designed a collect and tent sediment thathaz not settled in the upstream along teachers. The drop structure and the stagnant plus sump should be vacuumed clean when approximamly 12"ofsedimmthascollected. Cheokthe drop structure for floating debris and remove any accumulation. Ifneither structure requires cleaning, replace the castings and cached: fltowing the schedede described above. Ciscer iprocd.jure granted the meet casting. If free oils are percent on line water surface, enter to the Free Oil Removal document for appropriate procedures Use atypical vacuum truck. Thoroughly vacuum water and any collated find particles off the top oftM falter, then drop the 4" m 6'vacuum Mse into the 12" stantlpipe sII thewey into the mat potato the hose within me 12" pipe and vawum all line sediment and water out of the senators -approximately 1,000 gallons. Using a 75 Van mirdmum diecharges from awater mnk, flush dawn the evCveamfthc Sit a. Foroingwateldown from the cup will `back-flush"lire filter, but be careful not to dam age the top surface of the filar or the student between Wicks with the high-pressure water. A minimum c£350 to 900 gallon of clean water is required to pmpaly back-flush She Most. Storm WnarF omem and Mdneeoanm Agreement Page 16 of 17 Note: Verihthat thet2"weAOw standpipe is wdl fastenedu all times. Using avecunm entl high water flow to clean ou[Ne vmp may have ateMenoy to disturb me overflow pipe. If the pipe is not sealed smurely to the it Pon bypass ofuntimed water ntaY occur. Ret.l9 the structure To perform correctly, the stro m emust be refilled with clean water prior m f1 ishing. The water level must be renuned to the invert elevation of the downstream pipe, thus woun. g[hazthe flter is submerged. RefillthestrucNre with clean water, interim; water over the later until the water level is at the outlet pipe elevation. no rental W not damage the top surface of fee filter or the without with excess water pKSSUre. Iteplece the strce[ casting Nah: The structure must be installed watertight, with zero ex-fltra[iov allowed Each time the cysxm is checked and demand, verify tout the water level is at or pear the invert of the outlet pipe (some evaporation may ream over long pmirda of dry weadta). At all times, the water elevation must be above the top of the filter to maintain a submerged sihmtion. Ifthe water level has dropped, any Icak mustbe Sound and repaired to keep the Alter functioning as intended. Proper OSIiA safety procedures should be followed at all three to ensure workers'safety. It is the responsibility of the contractor/owner to follow these procedures. Storm Wear Fmement and Maintenance Agreement Page 17 of 17