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HomeMy WebLinkAboutswg2023-00103 - SWG Application / Design - 4/28/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 r BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269, EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00103 APPLICANT HUGHES ET AL JEFFREY Phone: Address: MAMERTA ACDAL GRAPEVIEW, WA 98546 OWNER HUGHES ET AL JEFFREY Phone: Address: MAMERTA ACDAL GRAPEVIEW, WA 98546 SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE, WA 98383 Site Address: E Grapeview Loop Rd Primary Parcel Number: 121053104020 Permit Description: New 3BR Pressure Permit Submitted Date: 03/28/2025 Permit Issued Date: 04/28/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/24/2028 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per 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 backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt 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.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. • OFFICIAL USE ONLY-------- MASON COUNTY DATE RECEIVED: 03 C › I COMMUNITY,._.�c VICES AMOUNTRECENE RECEIVED BY: CO U) 0 j v m Public Health(Community Health/��/„i• .`• e C cp 36P427-9670.ext.400 oe 36P7754467,ext. / 1/ `- /- /) 415 N.6tn Street-kte�ton,WA 9E584 ��//) ��.(.,,./.cJ a- S W G ZbZ5 001 O 5 x �'���. t PPLICATION D D ON-SL. SE S •e . /h�i/ g m APPLICANT \ //�4 HONE m r Jeff Hughes ��`. r/: MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE A K P O Box 36 Grapeview WA 98546 co SITE ADDRESS-STREET,CITY,ZIP CODE E. Grapeview Loop Rd Grapeview WA 98546 I NAME OF DESIGNER PHONE I N Rod Left 360-698-8488 NAME OF INSTALLER PHONE 0 I .-1 I ( O PERMITRMp. TYPE(select one) C DRINKING WATER SOURCE 0 EVU. E — RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS V".PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z I CD TYPE OF WORK(select one) Q PUBLIC WATER SYSTEM t j NEW CONSTRUCTION/UPGRADES 6 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I G) SUB 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO ppMI�TTALS LtQJDESIGN FORM(REQUIRED) ffSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 0 I _a JWAIVER(S)(IFAPPLICABLE) 3 209,523 0 I . DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) '' ( y - I .I. r O --I IN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT El HOME SALE ['COMPLAINT El OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS )--->4: )6'' /6 5L 1%1 9,D IDc.„ RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. I E TOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP:' ION APPROVED/ISSUED BY DATE tdA q-lki-25 (i...-).4- T F AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 1 0 5 — 3 1 — 0 4 0 2 0 A design will be reviewed when 3 copies of each of the following are submitted: 0 Completed design form that has been signed and dated. '1 Scaled layout sketch,including all applicable items on checklist 0 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 theMason County Web site.Maximum paper size: 11"X 17" r s-.._ l ;,i :;t.;_L:;" .+i ::-.` ' .,._..."„ ._.. L�ice' I f. - .>a, ..._- _„ Permit Number: SWG A°Z-60103 Designer's Name: Rod Left Applicant's Name: Jeff Hughes Designer's Phone Number: 0 698 8488 Mailing Address: PO Box 36 Designer's Address: PO Box 2954 Grapeview WA 98546 Silverdale WA 98383 City State Zip City State Zip Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model _. Other: Drainfield Type ❑Gravity 'Pressure gTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity gpd Length 50 ft Daily Flow:Design Flow 360 gpd Diameter 1 in Septic Tank Capacity i g50 gal Number 4 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 50 Designed Primary Area 600 ft2 Diameter 1/8 in Designed Reserve Area 600 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length 100 ft Original Drainfield Area Slope 10-15 % Diameter 1 in New Slope,If Altered 1j-15 % Preferred manifold configuration used? li'Yes 0 No Depth of Excavation Up-slope Milkin Transport Pipe from Original Grade Down-slope Erin Schedule/Class 40 Designed Vertical Separation 4 in Length 40 ft Gravelless Chambers Required? 0 Yes 0 No I 'Optional Diameter 2 in Pump Required? US Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 8 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 44.98 gal Orifice 2 ft Chamber Capacity 1250 gal Uppermost Orifice Eif Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head A a gpm licTimer C 'Elapse Meter l 'Event Counter Calculated Total Pressure Head 1a.' ft If Timer: Pump on I m i A SSec.-,Pump off 3Lr_ Comments V E APR S MASON COUNTY EN Vz 8 z02� 4- IRONMENTAC HEALTh Jaw ' DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 1 0 5 -- 3 1 — 0 4 0 2 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ft Test hole locations 12i Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank 6r1 Property lines critical distances within layout PI Drainfield cover g Existing and proposed wells Iii D-Box/Valve box locations Reference depth from original grade within 100 ft of property lig Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations Q( Laterals,trench bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: Location and dimension of g Lateral placement with distance M Observation ports/clean-outs primary system and reserve area to edge of bed Buildings Other Information g Audible/visual alarm referenced Yes No lij Direction of slope indicator xi Scale of drawing shown on scale 0 w Design staked out ❑ Waterlines bar 0 g Recorded Notices attached g Roads,easements,driveways, 0 g Waiver(s)attached parking i 0 Pump curve attached g North arrow and scale drawing 0 121 Evaluation of failure shown on scale bar Non-residential justification ❑ SI Waste strength ❑ g Flow DESIGN APPROVAL The undersigned designer must be notified by ins ler at t" of i sta t. n 66 Yes 0 No 3'LIS•Zo2‹ Signs o Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local -si re ulations: Health Special(, J9- Env/om%iil Date CAUTION: DESIGN APPR AL IS VALID ONLY UNDER THE FOLLOWING CONDITION: / The design is stamped"Approved"by Mason County Public Health. r, J �� ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: `� / Drainfield 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 W it apie:a11E irAPR 2 8 2825 MASON COUNTY ENVIRONMENTAL HEALTH JBW Pump Selection for a Pressurized System -Single Family Residence Project H U GH ES/12105-31-04020 Parameters Dsdageassen-ttyCOP 200 riches 160 Tra-spra/Legth 29 fed . TrarspatPipeCLess 40 TrasportLineSize 200 rdrw DSHairgVaveMccd Ncre 140 Mac Eleraicn Lit 10 feet MaibdLergh 44 feet Ma did FipeClass 40 Mab.kJ Fife Sze 1.00 rzfzs NurberdLatralspe-Cell 4 120 Lateral Levi 50 fast Lahrd Pipe CLass 40 Lahra Pipe See 1.00 rue. Y ()cite Size 1,8 'Kits 5 es ()riteSpezi g 4 tad u.. 100 Resid1Head 5 tel I FbNMetr Ncre d us e ❑f— . 'Add-of FridanLosses 0 feet mp , ro Calculations i 80 Nirira nFbNRatperOnFce 0.43 gxn cv N inter dOribe,perZme 52 T TdaIFloNRale per Zcre 227 gnh ❑ i PF5005I N alto dL 2lspeZcne 4 73 60 .... %FbNDi(eafallsOLastOr3Ce 3.1 0/0F� Traspert 22 is —� Frictional Head Losses 40 Ir ctrwghDsdgge 1.0 feet IricsinTrarspat 0.3 fed IrxstroughVSe 0.0 fed Irrs in Mait9d 3.1 fed `,� InssinLatrals 0.4 fed 20 ______________}a-77/LCEShaljlFbmnazr 0.0 fed PtifaiFri„6,rLcsses 0.0 feet , Pipe Volumes 1 0 VdatisprtLre 5.1 gas dTr 0 10 20 30 40 50 60 70 80 Vd cflVtritid 1.9 gas Net Discharge(gpm) Vdof Lazras per Zcre 8.9 gals MO Vdune 160 gals Minimum Pump Requirements PumpData Legend Desig1FbNRde 227 gxn PF5005H01H eelBlurtPurp SystrnCLive TetalDyrurLHeed 198 fed 50 GPM 12HP 115230V1060Hz230'230Jf(d6CHz RrrpCuve — PurpOp6rnel Rang~ opeaengPdrt 0 w 0 )111.,... .. Des gh Pdrt I w OnneoL3. .•r��Z ` .. w. p ; li 0 v E •a >t Incorporated ///////////////////////� _t ; dvV EXPIRES 12/15/ g 26 PR 2 8 2025 9N, MASON COUNTY ENVIRONMENTAL HEALTH JBW Mason County WA GIS Web Map /..-'''':: ---- ----------- , ----- : ir----___,,__ ---- iji I 1 if 7/ ii , , ri'../.."'"1,111-'2\ — /7/ ( ‘y - . ,,,... _ . ., ,,, () - _____' ), , k....--_,, 7-4 fy �tiC , y , __,-.11/ -,�- ,r r 11 7/ — - __ titi f, `� -� = �� u , i - ', if 1 -- -, - �<!,, 4,„ __-_ _,-_,.//_,,ff, , ,,..,....„..„.. -: ,,,,, _=.... _____ ____.2.„ ,__:.... ,:).,, _....„.„, _____ ..„ of/:( -1 �V -, -,.._,, I ` -%(" ..,...:-.,.,./ v.,, ,,--n , - / ..,.... ;; I - -------T—T— t t 4 2/12/2025, 10:32:31 AM 1:12,257 0 0.1 0.2 0.4 mi Li County Boundary r r ' 0 0. .�. P3PRO 0El NoFilled v � ,�'-'�� , i. 0 Tax Parcels (Zoom in to 1:30,000) , "'' APX 2 R.202 t M1 Esri, HERE, Garmin, (c .penStree n the , community i„-1%; CO' - ? z` �d uw) YJEA'V/R�OsA!19�.�'T,, Nc.' 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