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SWG2021-00257 - SWG Inactive - 5/10/2021
OFFICIALUSEONLY ® MASON COUNTY DnRONn �V �JIJp W D COMMUNITY SERVICES "MDB"* ANDS m m RWNHwNM1(mmunSli,H Nft NmnmmlHnKh) < y SWG aQa l - o p = N ON-SITE SEWAGE TANK ONLY APPLICATION 3 a APPLICANT PHdiE In rm, Shallow Creek LLC z MNUNG ADDRESS-STREET.GTY STATE,9P CODE 7683 SE 27th Street#332 m a SITE AP'ME55-STRE ET.CRY.ZIP CODE 7293 WA-106 Union Wa 98692 W WWEOFCESIGTER RICHE I N NAMEOFINSTALLER PHONE O I N Hanson Excavation LLC 360-239-6792 q I fAT TYPEOFN Imdxl.) DRIMONGMTERSWRCE O E3 NEWCONSTRUCTION I UPGRADES ■ REPAIR/REPLACEMENT 0 PRNATEINDMDUALW£LL 0 PRNATETWO�PARTYWELL = I OU CO0PONFN1TRTOBEREPUCEdINS1ALIED 0 PUBUCWATERSYSTEM ■SEPTICTANK EPUMPTANK ❑RVHOLDINGTANK BEDROOMS LOi SIZE IC71 OTHER 3 OTIIERCETAIUIM OM ) TMNS)sET c,EavST C I O ❑SURFACINGSEWAGE OEXISTINSPAILURE ■SHORELINE 0100FT-PUBLICICOMMUNITYWELLS 0 7C I O SUBMITTALS [3 SOFT-PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS • PLOT PLAN(REQUIRED) ■TANK CROSS SECTION(REOUIRED) E 10F7.ORINWNGYWTER SUPPLY LINES I O ■ PUMP DETAILS(IFAPPLICABLE) O MAIVER(S)(IFAPPUCABLE) ■ 5FH PROPERTY/EASEMENT LINES,FOUNDATIONS,FOOTINGS 17 PLOT PLAN CHECKLIST C) PROPERTY LINES AND EASEMENTS ■ EXISTING PROPOSED STRUCTURES ■EXISTING/PROPOSED OSS COMPONENTS AND LINES ~ SWELLS WITHIN t00FT ■WATER SUPPLY LINES ■DRIVEWAYS/PARKING ■SURFACE WATERS,STREAMS.RAPERS,ETC... IN EDIRECTIONOFSLOPEICONTOURS N PERIMETER/CURTAIN DRAINS ■NORTHARROW WSCALEMIR )RECTIONSTO SREA"0 SITECONDRIONS.(u.IWMpMJ N Tv. � Buu lr7�CT1 uYY OFFICIAL USE ONLY BELOW THIS LINE o UPGRAOEIFMUMESOURCF(bmp�Fg P.Paw) o� t7VOLUNTARY [3M NITENANCE/PUMPING O BUILDING PERMIT OHOMESALE t3COMPLAINT 00THER: COMMENTS/CONDITIONS SEWAGETANKSMUSTMUSTELIMIDMR -USTOFRMWEREDSEMMGETANW TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS,EQUIPPEDWITH RISERS AND LIDS TO SURFACE.AND INCLUCEAN EFFLUENT FILTER(IF APRICASLE) ME DDMWINGANDINSTALUTICNREnWWOMREOFCRFINLLMRK)VrLL. INSPECTOR SIONTURE WE APPLICATION EWRATICN GATE PFPLMATION APPROYFdI$$UEDBY DATE THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED P MIS Luke Cencula From: Luke Cencula Sent: Monday,June 14,2021 1:40 PM To: 'Jared Hanson' Subject: RE:Tank only for 7293 WA0106 Hi Jared, Thanks for getting back to me. Yes please add the drainfield to the site plan&send it over. I will only be able to approve it for 2 bedrooms unless they get an evaluation from a designer,engineer since there's no records(again,they may want to consult a designer anyway for future plans). Luke Luke Cencula Environmental Health Specialist Mason County Community Services 415 N e St- Shelton,WA 98584 360.427.9670 ext.353 Icenculaa,co.mason.wa.us From:Jared Hanson<jared@hansonex.com> Sent:Wednesday,June 9,20218:55 AM To:Luke Cencula<LCencula@co.mason.wa.us> Subject:Re:Tank only for 7293 WAD106 Luke, My Crew and I went out located,and mapped out/and tested the drainfield at this location. We found the drainfield and Dbox.The drainfield has 3 30' long laterals with 3'wide trenches as shown on the sketch. We put 800 gallons of water to the system over a 4 hour period and had no buildup in the d box at all. The Drainfield tested out great and we now have a location mapped out. I can update the drawing for the site plan showing this drainfeld. We will run a new transport line to the d box with the new tank installation as the old transport line is questionable at best. Please let me know if this satisfies the county for the tanks to be replaced now. Thank you and let me know if you have any questions. 1 I Jared Hanson 1 Hanson Excavation LLC Owner/Operator 36�2 On Mon, May 17, 2021 at 11:58 AM Luke Cencula<LCencula@co.mason.wa.us>wrote: Hi Jared, I forgot there is no as-built or permit for the existing system. If the owner has one,please provide a copy&add the drainfield area(s)to the submitted site plan(attached). The only septic records available are an old dye test& Bamford's tank inspection last year(I understand he didn't inspect the drainfield);both indicate a gravity system though(would this be a pump to gravity or conventional pressure?). The drainfield is going to need to be located& reflected on the site plan by a designer. Once I know the size&location of the drainfield, I may be able to approve the tank-only with the condition of the full O&M,any deficiencies would need to be corrected. You may want to advise the owner to speak with a designer to evaluate the entire situation,as they will already be necessary to locate the drainfield (not sure owner's future plans,etc.). I apologize all the back and forth. Thank you for working with us on this one. Luke Luke Cencula Environmental Health Specialist Mason County Community Services 2 hf, C.rtitx".: .uzu-saaoazz i°rz v °oU ° 3 $ O LCq ' E .3 Y o � go S m g m� aauad P^°M a m 3 LLLJJJ s s 'o CLe to < E '.". Elm O L ° c � $=z 6 $EY Uao m +MZ- mini PO"M m � \ N oU kted from Mas n County DMS on ou . t 1 Setting the standards for all other tanks. The Roth MultiTank,R, offers undisputed best-in-class status and the highest brand recognition of any tank in the market. The only tank you will ever need. Environmentally Sound Watertight, corrosion resistant and Low-profile high-performance design FDA approved contruction Versatile Includes connection gaskets and threaded Ideal for potable water and other manhole covers consumable liquids Heavy Duty Lifetime Corrosion Protection/5 Year Labor Insurance Designed to perform under tough conditions, can be installed with 6" to 72" of cover (6') and can be One-Piece Design ue pumped dry _ _ _ NSF Code Compliant NSF/ANSI 61 Certified for potable uses i Installer Friendly � Easy handling and multi-port inlet/ outlet pipe configurations '�� '( ice►-- - �s ' Or w. N Roth Global Plastics PO Box 245 Syracuse, NY 13211 www.Rothmultitank.com 866-943-7256 HD Fowler Company Submittal - RTRMT12502P 82650 RC3*1 Not all tanks are created equal. Roth's revolutionary •, process changes everything. State-of-the-art computer controlled multi-layer blow molding process produces perfect parts. Repeatable process, repeatable field L — performance you can trust. Our tanks are manufactured by a unique and proprietary blow-molding process resulting in the most structurally sound polyethylene tank on the market. After decades of conventional technology, Roth brings 40+ years of blow molding experience to the North American market. O ` O MODELRoth MultiTank" Product Specifications TANK TANK TANK HEIGHT WIDTH LENGTH WEIGHT CAPACITY CAPACITY CAPACITY (mm) (mor) (mm) (kilogram) I Tank 2 Tanks 3 Tanks RMT-500 57(1296) fit(1676) 60(1624) M== MIMM =ZME 1606/6076 RMT-750 51(1195) 62(1575) 303(2616) 360(163J 1000/3785 2000/7570 3000/11356 RMT-I000E 51(1295J 62(1575) 118(2997) 450(204) 1147/4394 1294/8683 3441/13025 RMTd060 61(1296) 62(1676) 333(3378) 520(236) 3337/5061 2674/10122 40t1/15183 RMT-1260 51(1296) 62(1675) 148(3769) 560(254J 1469/6660 2938/31121 4407/16682 RMT-1600 51(1296) 62(1575 min 640(291) 3771/6703 3642/13tl07 5313/20111 Roth Global Plastics r Box 245 Syracuse, NY 13211 HD Fowler Comp_ Submittal - rmT1m» ae ] ; ! > § | # % M # _ § g - ; ■ , ■§ ■@ 2!§ k) \G/� § ,� � ° j2\()��§� 6)6) \)© �B|§§ !k§ ! M -- 2 \}!: ® - -I '— )k � m9 ! Fn xx� HEIGHT \ 0 � ■ |& @ � ® IN Q � © = §2 Lw�-D-TH-- � of ems_a_e Submittal - rmT1 2502P _e ) � ) % 10 § $ o ._ter §_ ; - & - § - § m - rIr § Z % xzM"W|ziZn ( . \ k2 m |!§ § 62 / - _ ■ , § T) k/ /2 2 § ; iM MzM 5 \ ■ � � � o , � / \ &B - - ' ) 00 } 0W m § m | ) 0 ■ j 2 o © GKr'- Z / §a§ z ; -HD &_.Company__• • _ __ _s z § ( 71 MKKcj10 l - a > kO _ - . : ! ! ®, mm � E } | ! ■ ! » i 0wM � < § 2 § I2 ! - | o 2 § � e , ta , f ■ E0 - S : ! ° £ ! ! : ; ro 7 ( 0 ( [ � ; = 7 ■ »»# , • r , a , § r= q -q , ! ! \ % ( § - k � � (\ § ( ) §� \ R 0a § fE ! % ! ! ± , r ■ E ! ; = - � o - , ; 2 ) ; n c - r UK � G)O - ! « ac - - © § � g922 � � @ ; ! i( - z X of ■ ■ �} _ f0 \( \ � ■ � Dkfik (9 ( _ Mi - ■ i o & ` § &§ § ! &J ® ! ) D $ 7 = - r � # : � % ® ƒ / , � { � \ ■ [ 2 - _ ■ m 0 [\ j } > 710 ® \ > 0a . } k 00 - 2 ; ! ! 0 o ; m ■ f § ! ! 2 ¥ cn §§ M � c(M - ||)!§ ® °° WO IZ © E EFFLUENT PUMPS LittieGMT WS EFFLUENT SERIES -1/3 HP,vz HP,I HP WS30M Effluent wastewater removal,dewatering,water transfer w Split-phase,oil-filled motor w Designed for high torque • Piggyback mechanical float option available for automatic operation •2"NPi(51 mrn)discharge w Handles solids up to 3/4'09 mm)diameter )WS50HAM •120°F(49°p liquid temperature rating WS30AM • c(SAus listed WS5011 k 6200W 53091 Vf 115 I 60 W4 50.6 1000 90 20 45 W ID Q 11153W1530 M 0 its 1 W VA 50.d IM1WO 90 ]0 <5 IS 2H 12 6M231 wI•All-M 116 1 f0 0.6 269 950 % % fit 50 12 112 620233 WSSOAM-20 W 115 1 W 116 M9 950 90 80 6! 50 d2 182 6M1251 WSSOMdt-M M m 1 W 97 sus = W W 61 W - - - - 42 W] 620153 WS50AM12M 0 2W230 I W 9] 32.6 1100 90 SO dE 182 620218 WSSOHM-20 1R 115 1 60 15 269 1470 115 10] 98 88 ]8 67 57 43 30 63 27..3 a=9 wS50MRMM % I W 15 36.9 1110 115 10i % % W 6) 5] 43 10 61 U3 620220 WSSOHM-I2-20 V2 2C8-230 1 60 9] 32.6 15A0 115 IW °8 ]8 67 57 43 30 63 27.3 6MW WL'mwM�Q-20 W lf&110 1 W 9] 4b 510 115 620222 WS100HM12-M I 21W-230 1 60 136 469 2660 I50 MS 140 lad IM 121 O5 106 97 26 21 9] 39 620M WS10010 -Q-M 1 M m I W 6.6 469 26W W % 110 134 0 0 IS W6 92 A V % 19 620201 WSIOOHMd2 1 208230 3' 60 62/64 162 23d0 W 145 I60 1. 128 121 115 1% 92 26 27 9] 39 620M6 Wil_WNM-H 1 460 3- W 3.1 W.]_ 20W W 145 110 IM Q8 QI 115 WS 91 M ZI % B "IAIPPONS Wmgllyl M1aRi19RP6cs(mb01 pMP11tt Mlld"dll[0'IMn0310Jgallpl 6M010 WSAMF 15 Mm»Igm"Ib' W-6.Im WAv-R 620 C W530AM 115 _Piggyback Mechanical FIwI Switch20'-63. 531M-24044 6M131 w550kFM 16 IiiW-6.Im Sim X% 620233 WS50AM-20 16 PlggyWN Mwhanica float Swch20' film 5]IbsSB5K9 6M251 WSSOIFI3-M M M M lW-6ImU0253 WSSOAMa220 M8-230 Piggybad MecOancal Flwl Swllah20'-6.Im SitIM 2631mm WSSOHM115 MsuklW-91m ww-26K6202M WSS0HM 20 115 Manual2W 6Im 56lbs-2540K9 w550HAM.M ns M iici1QOit5wwalW-6Im SOCF-xc6-2220 -V65HM 12-20 M8230 Manal20'-6Im 561bs 2540 N9 W-6Im w t-36316M222 WSIOCHM-1220 At 230 Manual20'-61m 5]Ibs-2585N6MM 1%lp]lmNQ-M M W W99YbAalMMunkalFbY9MINW-6Im RIM-An 620207 W5100HM-32 M8 230 Manual 30'-9.1m 1 621bs-2812Xg 6MM6 WSIOONM-H 660 Maxal W-91111 FfiZEF-MA K9 ENGINEERING DATA I! i � OBE EFFLUENT PUMPS ;]A , pI ® �119131c"m f LPN ` PH7�OR'IANCE DPd�� CONSTRUCTION �'^"7 " � anil Iowa ball bealliss N 10 ! 10 �,3 saNNbld , a,.. 591 EOak Park Way 360,7,e22114 Shelton,WA 98584 PROPERTY INFORMATION Location:7293 E STATE ROUTE 106 Union Tax ID:322335000022 aaru CIO Susan Nordstrom Eberhardt Tag,Tuw Moral CIO SUSAN N EBERHARDT 7683 BE 27TH S' Use: MERCER ISLAND,WA GENERAL SYSTEM TYPE:Conventional (Non-Pressunzetl) ON ID:322335000022 County Areal;Lower Hood Canal Watershed rae r INSPECTION SYSTEM REPORT raa a'= Inspected:0X2U 020 - Inspection Type:ROUTINE - C.,,a ion Saari No corrections made N� II Company: Wort Podmmed By Subnaffac 31J120TOhy: Bamford Septic Repair.LLC Thaddeus Bamford Thaddeus Samford COMMENTS&GENERAL INSPECTION NOTES Deficiencies Noted:deficiencies must be corrected to ensure proper longevity of the Onslte Sewage System. Tank has Imbed openings and appears o be a dd gMer Nock tys(M1omemae tank). Close to clean with large tee dose a,. no Power f waterawilabb. Rewmmentlwnlac1ingdesigner. GENERAL SITE B SYSTEM CONDITIONS The General are and Syete.Catdi were: Fully Issded Campanerdaac wbbfvaewkat: NO nolkbM All repaired sarnw performed if s-spicily mined inspection hems In tpbe): NO Nii Surfacing eMuent inch,my canposnt including mound seepage): NO J Composnb appe�robewabNpM rovisu�l Make: NO-nadmM Improper momachm utruclureMmpariious surfaces) YES-asBnt All ram, lids serer,termed.,on departure WA EbcNcalrep inaneetled. BYESdsvRelncommeMs: -Ms:Aant RPPi Intrucar OnwwcomposMs. BYESds enb ft einconrsa NO Salving problems abee and. vyES device in commenb: NO TMhouselsWC core vx ntorusdlnft"uemy.essesvneMof Madminf wsnotpsslbb. VES ONSITE SEWAGE SYSTEM INSPECTION DETAIL This component was: Fully lai Effluent level wimin opeadonal limits(K NO e4Aeln In canmenb)'. 110 a^cent NI required baffles in place(WA=No balls requhedb WA compartment 1 Scum accumuccan(Inches,if doer s,ecily): Compenment 1 Sludge accumulafion(Iodine,If other specify): Cvnpanment 2 Scum accumulation uni a other spourf) Compartment 2 Sludge owumulaion(Inches,if over spadfy): Pumping recommended TEa Thb component was: pot saii Pending presnt9lf YEB explain In commatnb: .rein. .2was vacuumed.Bushed v hytlrp{atbd7(if YES,explain in commons) qd the dreingeN pas a M1yorame,teal(NA.B not completed) IllmpMMd[Me[MaM Mmrnmm�✓Ill mNbasa'4+IffiTMNe thwWNY Fro�4'YtlYaT 1oPr�bstl4o.'e&nwlMin WMr�m Repi 347076 View inspection rations online M w Pnlin fflawcdh, Page 1 of 1