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HomeMy WebLinkAboutSWG2024-00238 - SWG Application / Design - 5/30/2024 MASON COUNTY 415NBSHELTON: ,SHELT967 ,EXr 400 SH STREET, ,SHEL-ON,W Xr 400 BELFAIR:360.275-4167,EXT 400 Public Health & Human Services ELMA:360d62-5269,EXr 400 FAX 360-427-7767 On-Site Sewage System Permit: SWG2024-00238 APPLICANT SECURED HOLDINGS LLC Phone: Address: PO BOX 64041 TACOMA, WA 99464 OWNER SECURED HOLDINGS LLC Phone: Address: PO BOX 64041 TACOMA, WA 9B464 ` SEPTIC DESIGNER JON KNODEL' Phone: 360.589.7425 Address: PO BOX 2753 WESTPORT,WA 98595 SEPTIC INSTALLER JACOB PETTIT* Phone: 253-268-0322 Address: PO BOX 1460 SHELTON, WA 98584 Site Address: 131 E AN NAS WAY Primary Parcel Number: 220175000096 Permit Description: Table 9 Repair 2bd Glendon M32 Permit Submitted Date: 05/30/2024 Permit Issued Date: 06/11/2024 Issued By: Rhonda Thompson Current Permit Fees Paid: $805.00 (add,wnai tees may dd mquhed upon Instelletlon ot.,t.m). Permit Expiration Date: 06/10/2025 (leased on date m loseecnon) 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 Dminfield 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 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.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY DAY NE—D MASON COUNTY O 1 aLO;LLA w a COMMUNITY SERVICES °" PIG PWEANMM ICammumNhNEmaronmemM HealtM1l G IA z US ON-SITE SEWAGE SYSTEM APPLICATION v 9 FSFec-ured PHONE m M 17 Holdings, LLC 253-565-3683 _� 17 ADDREBS-STREET CRY.STALE,VI CODE Box 64041 Tacoma WA 98464 0,CD a SIIEADONE88-STREET CRY 21P LOGE 1 131 East Annas Way Shelton WA 98584 m I N NAME OF DESIGNER PHONE I N Olympic Northwest Design & Drafting PLLC 360-589-7425 CD NAME OF INSTALLER PHONE O CD AAA Septic 253-268-0322 w PERMTTTYPE(n —) c CC ORINI(ING NWTER SOURCE �,RESIDENTWd.M IJICOMMUNITYOSS F2COMMERCIALOSS EPRIVATEINDMDUALWELL 6PRNATETWO-PARTY WELL = I V TYPEOFWORKM .) ;FPUBUCOIATERSYSTEMTIm RGUSDOmmunlly Club / EPNEWCONSTRUCTN)N/UPGRADES WIREPAIRIREPIACEMENT OTHER DETAILS Iwtmmw eppry) STABLE IX REPNR NI0 c SUBMITTALS O SURFACING SEWAGE H EXISTING FAILURE ❑SHORELINE W 9OESIGN FORM(REQUIRED) FSEPTIC DESIGN(REQUIRED) BEDROOMS LOTSM 6 I O pJ yMANER(S)(IFAPPLICABUE) 2 0.22 acres In 10 DIRECYIXISTOSrtEANDSIT£CONDITIONS'.NN KK'MM PNa) From Shelton, northeast on WA-3, right on East Agate Road, left on East Timberlake Drive, I o right on East Lakeshore Drive West, right on East Timber Parkway, right on East Lakeshore r o Drive East, left on East Annas Way, site located on left just past East Annas Place. 4 (0I (0 4IIEYUSTSEHADMDIRp1NNN RJAD ANOIE4T HOLESWISTBE MOGEDWRN iE9TNIXENUL®ER4. 0) ( 0) OFFICIAL USE ONLY BELOW THIS LINE UPGRME/FNLMVE SOURCE Ib replMJ pupvea) tI VOLUNTARY EIMAINTENANCEIPUMPING EIBUILDINGPERMIT EIHONESALE EICOMPIAINT EIOTHER: INSPECttW8pLLOGS COMMENTS/CONDITIONS 0- 7 G ro013 zs k wou, mot, ctne VAWkp,C" LUF -C,lTt W is o ;� t15t. virwr--s Z71 + WLAtI' BDM1COOES RECORD DRAWING AND INSTALLATION REPORT V-WW G=GRAVELLY S=&WD L-LOAM &=SILT C=CLAY E=EXTNEMELY R.ROOTS REOUIREO FOR FINLLPPPROWLL. INSPECTOR SIGNATURE DICE I APPLICATION EIPIRATXDN DATE APPLICATION APPROVEOI ISSUED BY DATE 9 THIS FORM MY BESCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISEDiWMIS i DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 7 — 5 0 — 0 0 0 9 6 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. ° Scaled layout sketch, including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist. This form may be scanted and available for blic view an the Mason County Web site.Maximum paper sire: 11"X IT' Permit Number: SWG (/" —O�Z.�U Designer's Name: Olympic Northwest Design B Drafting Applicant's Name: Secured Holdings LLC Designer's Phone Number: 360-569-7425 Mailing Address: PO Box 64041 Designer's Address: PO Box 2753 Tacoma WA 98464 Westport WA 98595 City State Zip Oil State Zip Treatment Device L9rGlendon Biofilter ❑ Sand Filter ❑Mound O Sand Lined Drainfield ❑ Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Dr tinfteld Type ❑Gravity E(Pressure ❑ Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications I.aterals Number of Bedrooms 2 Schedule/Class N/A Daily Flow:Operating Capacity 240(ISs) gpd Length N/A ft Daily Flow: Design Flow 240 gad Diameter N/A in Septic Tank Capacity(working) 1000 gal Number N/A Receiving Soil Type(1-6) 4 Separation N/A it Receiving Soil Appl.Rate 0.6 gpd/ft' Orifices Required Primary Area 400 ft Total Number of Orifices N/A Designed Primary Area 401 ft' Diameter N/A in Designed Reserve Area 0 (REPAIR) ft2 Spacing N/A in Trench/Bed Width 28.50 ft Manifold Trench/Bed Length 14.08 ft Schedule/Class N/A Elevation Measurements Length N/A ft Original Drainfield Area Slope 7 % Diameter N/A in New Slope,If Altered 7 % Preferred manifold configuration used? O Yes ❑No Depth of Excavation Dp-slopce 6 in Transport Pipe from Original Grade Downslope 0 in Schedule/Class Per Glendon Designed Vertical Separation 31 in Length 22 it Gravelless Chambers Required? ❑Yes If No O Optional Diameter Per Glendon in Pump Required? Ef Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day Per Glendon Diff. in Elevation Between Pump&Uppermost Orifice 10 it Dose quantity Per Glendon gal Drainfield Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(Flood) 1000 gal Uppermost Orifice Cf Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head Per Glendon gpm EfFimer Etlapse Meter 9Event Counter Calculated Total Pressure Head Per Glendon ft If Timer: Pump on Per Glendon,pump off Per Glendon Comments Table IX repair due to approximately 62 feet separation to surface water(westerly unnamed creek). Glendon M32 biofiher designed due to limited space because of multiple large trees. Glendon unit meets TLA, exceeding required treatment level of Table IX. DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 1 7 -- 5 0 -- 0 0 0 9 6 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch P1 Test hole locations B Drainfield orientation and layout Reference depth from original grade: 16 Soil logs N( Trench/bed dimensions and H Septic tank P1 Property lines critical distances within layout B Drainfield cover iff Existing and proposed wells 09 D-BoxNalve box locations Reference depth from original grade within 100 ft of property 6 Septic tank/pump chamber and restrictive strata: to Measurements to cuts,banks,and locations Q Laterals,trench/bed,top and surface water and critical areas 9 Observation port location bottom ® Location and orientation of H Clean-out location B Curtain drain collector curtain drain and all absorption 9 Manifold placement B Sand augmentation components p Orifice placement Other cross-section detail: H Location and dimension of 9 Lateral placement with distance If Observation ports/clean-outs primary system and reserve area to edge of bed Other Information ® Buildings pf Audible/visual alarm referenced Yes No H Direction of slope indicator pf Scale of drawing shown on scale ❑ Iff Design staked out 9 Waterlines her ❑ Nf Recorded Notices attached El Roads,easements,driveways, ❑ Nf Waiver(s)attached parking ❑ Iff Pump curve attached 9 North arrow and scale drawing ❑ Iff Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Nf Yes ❑ No ?/,.L,^ S IZo 1 Za v4 Signatuto of Designer Date r- 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. ✓ 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. 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