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HomeMy WebLinkAboutSWG2023-00449 - SWG Application / Design - 10/18/2023 MASON COUNTY 415N fiSH SHELTON: ,EXT 400 SHSTREE SHELTON, EXT584 4 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00449 APPLICANT ROHR REAL ESTATE LLC Phone: 253-3984579 Address: 2027 WALKER PARK RD SHELTON,WA 98584 OWNER ROHR REAL ESTATE LLC Phone: 253-398-4579 Address: 2027 WALKER PARK RD SHELTON,WA 98584 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO Box 162 OLYMPIA,WA 98507 Site Address: UNKNOWN Primary Parcel Number: 320215009014 Permit Description: New 3bd pressure subsurface drip Permit Submitted Date: 10/18/2023 Permit Issued Date: 0 411 112 0 2 4 Issued By: Rhonda Thompson Current Permit Fees Paid: $525.00 (additional ees may In nquir u,xm installa4on d system). Permit Expiration Dale: 1012612026 Icasadoadatadims, bal Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staflper Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to bacmi of system components. 5 Installer is responsible for obtaining Septic DesignerlEngineer installation approval prior to backfill of system components. 6 Mason County Asbuitt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES, For Final Inspection visit: masoncountywa.govlhealthionvironmental/onsiteloss-inspection-request.php or call: 360-427.9670,extension 400. as OCT 1 e202 "USELY o MASON COUNTY PUBLIC 17IECEIVEa y n ONSITE SEWAGE SYSTEM APPLICAT AN415N6th5tree4(BIdg8) SheQonWA,YB584Shftn:360i27-%70Bd4W BeHai1:360-275i467e#4W N O ZA 0 z D MPLICANf F3NE Y BRAD ROHR 2533984579 m m MARINOAOMEss-srREET.CITY STATE.ZIP CODE r 2027 WALKER PARK RD SHELTON WA 98584 SIIEAODRESS-BTREEL CRY 3IP000E m XX WALKER PARK RD SHELTON WA 98584 m NAME OF DESIGNER PHONE ADAM HUNTER 3607531226 NAME�INSTALLER PHONE IN TBD Ic CHECK AXAPPLIGBLE ITEMS DRINKING WATERSOVRCE It NEW CONSTRUCTION 0 RV HOLDING TANK ONEELY E3 PRWATEINDNIDUALWELL (M IN 0 REPIACEMENTSYSTEM [3 INSTALLATION PERMIT ONLY PRIVATE TWO-PARTY WELL = I— p TABLES REPAIR O SINGLE FAMILY O COMMUNITY/PUBLIC WATER SYSTEM TANK(S)ONLY 13 COMMERCIAL SYSTEM NAME: UPGRADETOEXISTING 0 OTHER BEDRCgS LOTSDE lr_I 0 EXISTING FAILURE b� NMm 3 0,6u to DIRECTIMS TO STE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FORACCESS(ft.I SKE) 10 WALKER PARK RD EAST TO BEND TO THE SOUTH TO NEW DRIVE 0 THE RIGHT M1 JUST AFTER THE PARK. I k ocP ob SREMUETBE FLAGGED FROM MANY RMDANO TEST HOLES MUSTBE RAGGED KTFH MST NOLE NOUMEA% FNcO1pIJ �I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FNLURESg ImrrepoHlig Pury ) OVOLUNTARY OMAINTENANCE/PUMPING O BUILDING PERMIT OHOMESALE OCOMPLNNT DOTHER: n INSPECTOR SOILLWS COMAENTS/CONDRIONS 0 56t bc4w at-wV, o a d 5st- rA0+ o�T I zoo 9 0- Hoo bb ot-W— Io 0'K3 Pm5 ,`13+ bor1,�^ a+c�e BY VERY G•GMVELLY S=SAND L•LOPM 81=SILT C•CUY E=E%RIEMELT R=ROOTS INSPECTORSIGNATURE DATE APPUCATION EXPIRATION DATE APPGLRTpNN'PROVED BY DATE THIS FORM MAY BE SCANNED ANDAVAIIABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBETE REVISED 1MM15 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2— O i 1 _ 0 — -0A d I Y A design will be reviewed when 3 copies of each of the following are submitted: ($b✓ ) — 7 v Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist v Scaled plot plan, including all applicable items on checklist. •Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Ma.timum paper size: 11"X17" .._..: PARCEL IDENTIFICATION <" Permit Number: SWG 'fp 2,3—C'04 f.Ff Designer's Name: ADAM HUNTER BRAD ROHR 360-753-1228 Applicant's Name: Designer's Phone Number: 8n Mailing Address: 2027 WALKER PARK RD Desi er's Address: PO BOX 162 SHELTON WA 995" OLYMPIA WA 98507 city State zip City state Zt ,DESIGN PARAMET Treatment Device ❑Glendon Bimilter ❑Sand Filter ❑ Mound ❑Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Drainfleld Type ../ ❑Gravity ❑Pressure ❑Trench ❑Bed 0a Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class DRIPTUBE Daily Flow:Operating Capacity 270 glad Length 450 ft Daily Flow:Design Flow 360 gpd Diameter 0.5 in Septic Tank Capacity 1200 gal Number Z Receiving Soil Type(1-6) 4 Separation 2 ft Receiving Soil Appl.Rate 0.6 gpd/ft Orifices Required Primary Area 900 ft2 ✓ Total Number of Orifices 450 Designed Primary Area 900 Diameter DRIP EMITTERS in Designed Reserve Area 900 ft2 ✓ Spacing 12 in ✓ Trench/Bed Width DRIP ft Manifold Trench/Bed Length DRIP ft Schedule/Class 40 Elevation Measurements Length VARIES ft Original Drainfield Area Slope 15 / Diameter i in New Slope,if Altered 15 % Preferred manifold configuration used? E(Yes ❑No Depth of Excavation UP-steps 12 in Transport Pipe from Original Grade Dewy-dam 12 in Schedule/Class 40 Designed Vertical Separation 24 in Length Gravelless Chambers Required? ❑Yes 1fNo ❑Optional Diameter 1 in Pump Required? !(Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day 12 Difference in Elevation Between Pump Shljoff and Uppermost Dose quantity 30 gal _ Orifice 1163 R Chamber Capacity 1200 gal q� Uppermost Orifice ItHigher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head (O,4 gpm Minter ErElapse Meter El Event Counter Calculated Total Pressure Head 12 4•r it If Timer: Pump on 300AL ,Pump off 2HRS Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number:32= o y! jo - -03111U Permit Number: SWG (So�rf��N1 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 1f Test hole locations V Drain6eld orientation and layout Reference depth from original grade: 19 Soil logs EZf Trench/bed dimensions and Ed Septic tank 19 Property lines critical distances within layout U Dminfield cover E9 Existing and proposed wells E9 D-Box/Valve box locations Reference depth from original grade within 100 ft of property a Septic tank/pump chamber and restrictive strata: E9 Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and surface water and critical areas E9 Observation port location bottom Gd Location and orientation of E9 Cleanou[location ❑ Curtain drain collector curtain drain and all absorption 9 Manifold placement ❑ Sand augmentation components F1 Orifice placement Other cross-section detail: E9 Location and dimension of 9 Lateral placement with distance E9 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 19 Buildings if Audible/visual alarm referenced Yes No 19 Direction of slope indicator E9 Scale of drawing shown on scale Rf ❑ Design staked out 9f Waterlines bar ❑ ❑ Recorded Notices attached 19 Roads,easements,driveways, ❑ ❑ Waiver(s)attached parking ❑ ❑ Pump curve attached 19 North arrow and scale drawing ❑ ❑Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must fesigmn installer at time of installation ItYes ❑ No 10/17/23 Designer Date The undersigned has reviewed tbehalf of Mason County Public Health and determined it to be in compliance with state and local on-site rehgulation n 1 "VKr� t Environmental Health Speclatist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 1 O ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Dminfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/72015 .eanmm winlm dvnl Netagm Bloline Dripperline Design Recommendations-Based on Soil Loading Rate 1 wlanm:n Floniolbn f Od✓ ^Mnnwdmlww Wry agns lGeNaY ubh� xdL I.—In Sala; xnnumw�,dlavaewssn Kw.. ca: ... .r�' Emmmnn yl 1 wemdls,sanwaa lI In—me9" )S ' u^im:muvmdeue mseWwenmM�p'aw uap 111 I A—Pn Gmbnl{V au.SWIM sa:..e,.oroi rc,n°°o Sxx wnucmae xwlllp Cm=",:=a Elnn.. wem,erzei.. i mxiwcm..hlrmmnsrlremu w.av>o.rm ua.mm-1 F—a1--RInELIEIKcraL Ee.m.cluv�Amv.momw..r.n:am..n,dl a Lwny u.awNeF w [MMmnc •�mm meannem Oroa+a+nee0 a.xF.Pn, supµ ws asawN µ i�N�WlEI- aaymaSuppN ircnsuppy3FunwNouabeep IW - y:eaw P..3w In �xvtw u ixem n, T"liw 1-1wmIw•smtm� yq°dvu 5u ran Snunswz 1.In. CenEvlSWl:use:yM:Wp d: Owl sw d S.I. 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