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HomeMy WebLinkAboutSWG2024-00034 - SWG Application / Design - 2/1/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 4 - BELFAIR:360-275-4467,EXT 400 d Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00034 APPLICANT KIMLER WILLIAM E Phone: 360-509-7322 Address: PO BOX 1748 HOODSPORT, WA 98548 OWNER KIMLER WILLIAM E Phone: 360-509-7322 Address: PO BOX 1748 HOODSPORT, WA 98548 SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365 Address: PO BOX 1519 SHELTON, WA 98584 SEPTIC INSTALLER LOGAN SPEAR* Phone: 360-427-4440 Address: 2000 W SHELTON VALLEY RD SHELTON, WA 98584 Site Address: XXX N Kokanee Ridge Dr Primary Parcel Number: 422165100147 Permit Description: 2-bedroom gravity system Permit Submitted Date: 02/01/2024 Permit Issued Date: 02/12/2024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (additional tees may be required upon installation of system). Permit Expiration Date: 02/06/2027 (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. 4 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 DATE RECEIVED: MASON COUNTY - - Z N COMMUNITY SERVICES AMOU C RE ' co cn 0 J�I1Ul�D v m Public Health(Community Health/Environmental Health) `0. ... • C (12 360427-9670,ext 400 or 360-275-4467,act.400 ^ 415 N.6th Street-Shekm.WA96584 SWG l(2 1 h� o J YY VV Z w ON-SITE SEWAGE SYSTEM APPLICATION 3 APPLICANT PHONE n-i KIMLER, WILLIAM E 360-509-7322 P z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE M PO BOX 1748 HOODSPORT WA 98548 c> 0' C m SITE ADDRESS-STREET,CITY,ZIP CODE to P N/A PI kok4e e K'dye Qr r 1-z. NAME OF DESIGNER PHONE I� Micah Halverson 360-490-6365 NAME OF INSTALLER PHONE 0 10 Logan Spear 360-239-1541 z I^ cn PERMIT TYPE(soled one) DRINKING WATER SOURCE RESIDENTIAL OSS F COMMUNITY OSS 1 COMMERCIAL OSS F1 PRIVATE INDIVIDUAL WELL la PRIVATE TWO-PARTY WELL Z I r. TYPE OF WORK(select one) PUBLIC WATER SYSTEM Lake Cushman 1, 1 W.NEW CONSTRUCTION/UPGRADES i7 REPAIR I REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR 0 I U) SUBMITrALs 0 SURFACING SEWAGE EXISTING FAILURE 0 SHORELINE W DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r I— b WAIVER(S)(IF APPLICABLE) 2 .23 Ac 0 , ' DIRECTIONS TO SITE AND SITE CONDITIONS:(or.locked gate) I0 From N Lake Cushman Rd (STRT119) turn onto N Potlatch-Cushman Rd turn right on Io N lower Lake rd take immediate left onto N Kokanee ridge dr follw until T intersection turn I right onto N Kokanee Bluff. site will be on left. Test pits are marked with pink ribbon o SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. .j I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCEIPUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER: inINSPECTOR: 0 SOIL LOGStt �4 t C�s6S by� � fiPCI COMMENTS!CONDITIONS fA VrA f 14 C0e1pgc' . TN:,0 6V V G, i- Cori$ Iv b0 f m I�� 1". r �' U }> '' �cr -S of Co p4Odl, ` ,,, F t i Z \ , . u�� e ____4. '%:;. 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. INSPECTOR SIGN7 URE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE /a/ Z 6/ ZC / V W67?o W(2/? 2 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 I T ,rri _ c� c �A DESIGN FORM—PAGE ONE Assessor's Parcel Number: .1 2. '1,-1 -- S..1 -A design will be reviewed when 3 copies of each of the following are Scaledubmitted: layout v Completed design form that has been signed and dated. Yut sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. '0 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.Maximum paper size: 11"X 17" PARCEL IDENTIFICATION Micah Halverson Permit Number: SWG ZU Z�1u -00031( Designer's Name: Applicant's Name: KIMLER,WILLIAM E 3601190-6365 Designer's Phone Number: PO BOX 1748 Designer's Address: PO Box 1519 Mailing Address: Shelton Wa 98584 Hoodsport Wa 98548 State Zip CityState Zip City DESIGN PARAMETERS Treatment Device ❑ Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: SeptiC Tank ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfleld Type ❑ Sub Surface Drip g Gravity CI Pressure 0 Trench 1'Bed Laterals Septic Tank/Drainfleld Specifications Perf 2 Schedule/Class 2729 Number of Bedrooms 31 ft Daily Flow: Operating Capacity 240 gpd Length Daily Flow: Design Flow 1024000 � gal Number 3 gpd Diameter 4 in Septic Tank Capacity(working) 3' On-Center ft 3 7 Separation Receiving Soil Type(1-6) Orifices Receiving Soil Appl.Rate 8 / gpd/ft2 Perf 300 ft2 Total Number of Orifices Required Primary Area in Area 306 ft2 iameter Designed Primary in Designed Reserve Area 306 i ft2 Spacing 9 - ft Manifold Trench/Bed Width Schedule/Class D-Box Trench/Bed Length 34 - • ft „ ft Elevation Measurements Length 1 % Diameter Original Drainfield Area Slope same % Preferred manifold configuration used? CI Yes No New Slope,If Altered Transport Pipe Depth of Excavation Up-slope 32 in 3034 from Original Grade I�own_slope 32 in Schedule/Class Designed Vertical Separation 36 in Length various ft Optional Diameter 4 in Gravelless Chambers Required? 0 Yes le No 0 Op Dosing and Pump Chamber Pump Required? ❑Yes ENO doses/day f Gravity Pump/Siphon Specifications Number o — gal Orifice NiA ft Dose quantity Diff.in Elevation Between Pump&Uppermostgal Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood)Pump controls:Please check those required. UHigher ❑ Lower than Pump Shutoff ❑Timer ■Elapse Meter 0 Event Counter Capacity Orifice 0 Pressure gpm Capacity @ Total Head � off ft Tr, R• , �. i, 'I ,Pump Calculated Total Pressure Head =�, � ��'. .' °�''-"'.. Comments FEB 1 2 20211 DJA DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 ( ry -- S I -- QL t_(j Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 0 Test hole locations 1M3 Drainfield orientation and layout Reference depth from original grade: Soil logs E1 Trench/bed dimensions and 0 Septic tank El Property lines critical distances within layout Er Drainfield cover O Existingand proposed wells 0 D-BoxNalve box locations P P Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: H Measurements to cuts,banks, and locations 1E! Laterals,trench bed,top and surface water and critical areas 0 Observation port location bottom B Location and orientation of El Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components EY Orifice placement Other cross-section detail: El Location and dimension of Eg Observation ports/clean-outs 0 Lateral placement with distance primary system and reserve area to edge of bed Other Information H Buildings lg Audible/visual alarm referenced Yes No PJ Direction of slope indicator 0 Scale of drawing shown on scale g 0 Design staked out 0 Waterlines bar ❑ Col Recorded Notices attached El Roads, easements,driveways, 0 0 Waiver(s)attached parking 0 RI Pump curve attached O North arrow and scale drawing 0 Lf Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑Flow . .n DESIGN APPROVAL The undersigned designer must be tified by installer at time of installation 0 Yes 0 No ZN2ozy Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and dot n d iR compliance with state and local on-site re lations: 2l 17 0 Z1/ ', FEB 2 2024 Environmental Health Specialist Da"t SONCOU N r ENpRONMENTA(HEA[r„ CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDIT 1: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: Z lV l Z.9 Z7 ✓ 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: 12/7/2015 I �2' +�_ co a, • co . o co (Drl n x • c O0 o rr = 3 3 co x. to . . D) D) m . cn . • D• O 3 mal • co'0 o CSC (0 • d c a) 0- Q O •• 0 70 0 O • Q@o 5. 0cn CD O p) O o .7' r n c D I • CO 0 . Q -0 (n �� O O = co 7 C • 7 N Q ) 1r `G v, ao f r • CO 7- / I m • m • rnn �� cn (D co fl, • n 0 __Cr I CD . ',. c.c). 9, I I .ri I a I C. co a:' I �• Op `G • 3po I qN _/ fished O o. I O to yma' I + . o• o -a c , D o C. 0' . ...„ • j co �1 I ;f*710 o o OP fr co 73 I ry i X ` 1=,.) • — . =. -, 7? ® 1c � • 3 s +/ o0 1� • m A o 1 CP i i n 1 ' W r -I n ® 1 w I - a' � _ g ` co i / A /1 x 3 I ,s _- a; Y -q Reserve Bed a1 -t 3. V Si'' s1 . I 34' -- I / I I ••%V/ I► �`N`,�. 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