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HomeMy WebLinkAboutSWG2025-00037 - SWG Application / Design - 2/10/2025 MASON COUNTY 415 N6SHELTON: 60427-ON,WA98580 SHELTON:360-275- 67,EXT 400 4 BELFAIR:380-2]5-046],EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2025-00037 COU APPLICANT HUNTER SCOTT B&BEVERLEY L Phone: Address: 501 E LAKESHORE DR E SHELTON, WA 98584 OWNER HUNTER SCOTT B&BEVERLEY L Phone: Address: 501 E LAKESHORE DR E SHELTON, WA 98584 SEPTIC DESIGNER MICAH HALVERSON• Phone: 360-490-6365 Address: PO BOX 1519 SHELTON,WA 98584 SEPTIC INSTALLER AAA Septic, LLC Phone: 360-490-4495 Address: PO BOX 1460 SHELTON,WA 98584 Site Address: 501 E LAKESHORE OR EAST Primary Parcel Number: 220175000029 Permit Description: Conforming repair 2bd pressure bed Permit Submitted Date: 02110/2025 Permit Issued Date: 02111/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (addIDOMIlees may ee mquimd uron insmiebbnorryarem). Permit Expiration Date: 02110/2026 (bawdOndaledln,ixmn) 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 downstope 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/healthionvironmentai/onsiteloss-inspection4equest.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY MASON COUNTY dZ - /0 • ZO ` c N ® COMMUNITY SERVICES 8ZS O R N wMBII�MmuPnrrxanNERHmImmw He,nm In /— < aoHTl�ramw�sw^.N r..lwo SWG < ZO2--5 a 0037 o A ns v.n 2 N ON-SITE SEWAGE SYSTEM APPLICATION D A mDO DO APPLICANT PHONE Scott B Hunter 360 463-7569 c M UNGADDFESS-STREE,CRY,STATE.ZIP CODE 3 501 E LAKESHORE DR E SHELTON WA 98584 , m WE ADDRESS-STREET CRY.ZIP CODE SAME IN NWE OF DESIGNER PHONE I� MICAH HALVERSON 360-490-6365 NAME OF INSTA LER PHONE Q IO AAA SEPTIC LLC 3 PERMRTYPE(NI DRINKING YMTER SOURCE WRESIDENTLALOSS 11GOMMUNFIYOSS ECOMMERGIALOSS PRIVATEINDNIDUALWELL 6PRIwTETva-PARTrveLL Z IJ TYPEOFV.ORK(a .j (� PUBLIC WATER SYSTEM FINEWCONSTRUCTIONIUPGRADES 19REPAIRIREPLACEMENT OTHER DETAILS fFM%IAFIB4ePAY) []TABLE M REPAIR I� I�1 SUSW1 0 SURFACING SEWAGE Id EXISTING FAILURE IA SHORELINE DESIGN FORM(REQUIRED) IZTSEPTIC DESIGN(REQUIRED) BEDROOMS LOTB� r Q ff M R(S)(IF APPUCABLE) 2 .35 AC o SR DIRECTONSTOSREANDECONDITN)NS:ON,k M1OPHN I O MEET WITH RHONDA 1/29/25 Q o Io IMIN SRFMUSTBEPIADOFD AIONYM'ROAD NtliFSTIN11.E9MUBTEftAODED NIIN IESTMOLEMI1MBEll3. _m Imo" OFFICIAL USE ONLY BELOW THIS LINE VPGXAVE/RV WRE SWRCE IlagvY'p Wpaes) CIVOLUNTARY pAYUNTENANGEIPIIMPING OBUILDINGPERMR C]HOMESALE ❑GOMPIAINT 13mm INSPECTOPMR.LOGS COMMEMBICOHDT 1 1 : 0-38 m S, L� cbl-wt,6+1- - 2 0- U WLSJ 8`8 ' (00 5 L -4 No� 6d rwal "✓ BgLCODE& RECORD DRAMNGAND INSTALATKIN REPORT V=VERY G=GRAVELLY S=SAND L=LO B=SILT C=CUT E-EXTREMELY R=ROOTS REOUREDFORFNULAPPROVAI. INSPECTOR SIGNATURE GAVE APPLIGTKNIEWIgATgN DATE APPLICATION APPROVED`ISSUED BY OATE 117AI I6z, rz6 � Z-1(I( _y- THIS FORM MAY BE BANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1274015 'DESIGN FORM—PAGE ONE Assessor's Parcel Number:_?,z E' I -7 Cam-, A design will be reviewed when 3 copies of each of the following are submitted: I Completed design form that has been signed and dated. v Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. °Cross-section sketch,including all applicable items on checklist. This form maybe scanned and available for public view on the Mason County Web site. Mrmimam paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG WZ1' 0=; 37 Designer s Name: MICAH HALVERSON Applicant's Name: Scorn B Hunter __ Designer's Phone Number: 368-490-6365 Mailing Address: 501 E LAKESHORE DR E, Designer's Address: PO BOX 1519 SHELTON WA 98584 SHELTON WA 9a584 City State zip city State zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Grainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: SEPTIC TANK Drainfield Type O Gravity 12f Pressure ❑Trench Bed ❑ Sub Surface Drip Septic Tank/Drainfseld Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow: Operating Capacity ISO gpd Length 30 ft Daily Flow:Design Flow 240 gpd Diameter 1 1/4 in Septic Tank Capacity(working) 1000 gal f Number 4 Receiving Soil Type(1-6) 3 Separation 25 ft Receiving Soil Appl.Rate .8 gpd/R2 Orifices Required Primary Area 300 ftz Total Number of Orifices 52 Designed Primary Area 300 ftr Diameter 1/8 in Designed Reserve Area 300 ft' Spacing 275 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 30 ft Schedule/Class 40 Elevation Measurements Length 10 it Original Grainfield Area Slope FLAT % Diameter 2 in New Slope,If Altered %✓ Preferred manifold configuration used? 0 Yes 5KNo Depth of Excavation up-snipe 14 in Transport Pipe from Original Grade Doxr.slope 9 in Schedule/Class 40 Designed Vertical Separation 24+ in Length 50 max it Gravelless Chambers Required? ❑Yes Id No O Optional Diameter 2 in Pump Required? 66Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdows/day 4 Diff. in Elevation Between Pump @ Uppermost Orifice t0 ft Dose quantity 45 gal Drainfreld Squirt Height/Selected Residual(head) 5 ft/ Chamber Capacity(Flood) 1200 gal Uppermost Orifice Higher O Lower than Pump Shutoff ✓ Pump controls:Please check those required.,./ Capacity @ Total Pressure Head 22.5 gpm alTimer &(Elapse Meter 9(Event Counter Calculated Total Pressure Head 16.6 ft If Timer: Pump o 6HRS Comments FEB 1 1 2025 MASON COUNTY ENVIRONMENTAL HEALTH DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 ? Permit Number: SWG DESIGN CHECKLISTS Scaled Plat Plan Scaled Layout Sketch Cross-Section Sketch 5d Test hole locations GL Drainfield orientation and layout Reference depth from original grade: 66 soil logs Trench/bed dimensions and Ed Septic tank RJ Property lines critical distances within layout Qf Drainfield cover RJ Existing and proposed wells 9 D-Box/Valve box locations Reference depth from original grade within 100 ft of property (Z Septic tank/pump chamber and restrictive strum: m Measurements to cuts,banks, and locations 19 Laterals,trench/bed,top and surface water and critical areas fiil Observation port location bottom Id Location and orientation of fid Clean-out location ❑ Curtain drain collector curtain drain and all absorption 1� Manifold placement ❑ Sand augmentation components Z Orifice placement Other cross-section detail: 91 Location and dimension of A Lateral placement with distance 16 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Buildings 21 Audible/visual alarm referenced Yes No Direction of slope indicator 19 Scale of drawing shown on scale ❑ Rf Design staked out Waterlines bar ❑ Rf Recorded Notices attached Ii1 Roads,easements,driveways, ❑ Ef Waiver(s)attached parking Gil ❑Pump curve attached is North arrow,and scale drawing ❑ E6 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL. The undersigned designer must be tified by installer at time of installation fid Yes ❑ No / ,-✓ 2,?o?S Signature of 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 on-site regulations: Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ` I7A I- ✓ 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 Web site. Updated Date: 12/72015 .�! . 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