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HomeMy WebLinkAboutSWG2025-00264 - SWG Application / Design - 7/2/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670, EXT 400 I. BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX: 360-427-7787 On-Site Sewage System Permit: SWG2025-00264 APPLICANT SLAWTER CHARITY &JOSEPH Phone: MICHAEL Address: 1830 EASTWOOD DR SE OLYMPIA, WA 98501 OWNER SLAWTER CHARITY &JOSEPH Phone: MICHAEL Address: 1830 EASTWOOD DR SE OLYMPIA, WA 98501 SEPTIC DESIGNER FRANKLIN CLARK* Phone: 360-830-4765 Address: PO BOX 1954 SILVERDALE, WA 98383 Site Address: 91 NE Belaire Dr Primary Parcel Number: 222175000010 Permit Description: Repair- 2BR Oscar X02 Permit Submitted Date: 07/02/2025 Permit Issued Date: 09/10/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 07/10/2026 (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 Drain field 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 aa : MASON COUNTY GATE RECEIVED: CI _ 0 2 - zo z 5 cn D C Cl) AMOUNT RECEIV RECEIVED BY: s Public Health & Human Services 826 v m Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C 0 415 N.6th Street -Shelton,WA 98584 S W G 20 25 — c V (e'4 O xi �J V�.s-. \\\ z ci ON-SITE SEWAGE SYSTEM APPLICATION > D k) APPLICANT PHONE ) `_I- re Y i i‘ Qx14., 31.20.i30 . 41-U c MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE LA-, E CV co7 .O . 30 - 'R54 1 oQ�r te_ (t,3 V 3a N m SITE ADDRESS-STREET,CITY.ZIP CtSDE CV 7:1' ILM 91 NE ge.\qtr� —Or r ��'r-CLlr ��P}9 2 ) I N.,)NAME OF DESIGNER PHONE IA NAME OF INSTALLER //�� PHONE ram I{V �4f'a.(\kl. \14) OACX 3 to a .10 W. d KJ r1 —� ) rn PE!!T PE(select one) DRINKING WATER SOURCE !J'RESIDENTIAL OSS �I COMMUNITY OSS COMMERCIAL OSS 5-PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z 11 TYPE OF WGRK(seectone) '' Ir-1�BLIC WATER SYSTEM ft NEW CONSTRUCTION/UPGRADES WREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ��0 TABLE X REPAIR6\ SUBMITTALS >� ❑ SURFACING SEWAGE Id'EXISTING FAILURE a SHORELINE W � I0 '-DESIGN FORM(REQUIRED) NXEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025'1 O ff WAIVE R(S)(IF APPLICABLE) 2 0, 11-4.40,d El YES ✓ NO n �` DIRECTIONS TO SITE AND SITE CONDITIONS(ex locked gate) la EA°1'4'mer1/44-6_A ,2vakh - 15 hL. 1e '"%- eJA. , a1/10l , -A Q 'J g IG 0 -Fa t\o,a $sock-3 Ai 4o e,J A -39r9s ir• CIA r a ts,:2. e 0 %o t10Z t,J A 66 o-,n A N€ TA.._4- . 5-ha�'c. c�- E. I.— rk Q,,\ L5r4.. Q, 5.2-t ,.:R-f A 9435243 I 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) El VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS i COMMENTS/CONDITIONS GOe. 5 4, ko � ( 6 c (iv 0 tJX. tiA. )Lc_ (AL ifp2-'1 C /Aik, 5- _.,offk---i-ofv- (4) /3,- 1.� ce, ._° 5 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. INS ECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE PLIC TION(APP�ROV /ISSUED BY �1 DATE gi,-4-3, -,v 5 = T FBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 0 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 222 1 7 -- 50 -- 0001 0 A design will be reviewed when 3 conies 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. "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 • Permit Number: SWG Z0z5- Co apq Designer's Name: Franklin J Clark Applicants Name: Sinter,JoeDesigner's Phone Number: 360.830.4765 Mailing Address: 91 NE Belaire Dr, Designer's Address: P.O.Box 1954 Belair, WA98528 City State Zip Silverdale,WA 98383 j City State Zip Designer's Email aplusonsite@live.com DESIGN PARAMETERS Treatment Device 0 Glendon 0 Sand Filter ❑Mound 0 Sand Lined Drainfield 0 Recirculating Filter •ATU OSCAR-X02 0 Other Treatment Level (check all thatapply): •A ■B ■C ■BLI ■BL2 ■BL3 ■E ❑N Drainfield Type ❑Gravity 0 Pressure 0 Trench ■Bed II Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 60'of custom Mahn Bbine Daily Flow: Operating Capacity 240 gpd Length 5 ft Daily Flow: Design Flow 240 gpd Diameter 1/2 in Septic Tank Capacity(working) 1,200 gal Number 4 Receiving Soil Type(1-6) 3 Separation 2 ft Receiving Soil Appl.Rate Pri:.8/Res: N/A gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices OS-50 coils have 50 emitters each.300 emitters total Designed Primary Area 300 ft2 Diameter 0.42gphemltters in Designed Reserve Area N/A ft2 Spacing 40 in Trench/Bed Width 30 ft Manifold-Headworks Assy Trench/Bed Length 10 ft Schedule/Class 40 Elevation Measurements Length 2 ft Original Drainfield Area Slope 1 -2 % Diameter 1 in New Slope,If Altered N/A %P Preferred rnanif 1• .nfiguration used? I Yes ® No Depth of Excavation Up-slope 6 n P R V Transport Pipe from Original Grade Down-slope 6 c s 1 ; 40 SE Designed Vertical Separation 18 ngt_i 50 ft Gravel-based Drainfield Required? 0 Yes ■ No MASON COUN.Y&14gQIMENTAL HEALTH 1 in Pump Required? ■Yes 0 No J BW Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 240 gpday Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity .66 qpdose gal Drainfield Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(flood) 1200 gal Uppermost Orifice M Higher CI Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 30 gpm ■ Timer ■ Elapse Meter ■ Event Counter Calculated Total Pressure Head 50 ft If Timer: Pump on 22 sec ,Pump off 3.38 Minutes Comments Treatment System comes with all required components,see"System Specification', includes Control panel with pre set factory settings, uses LOT-30 Effluent Pump and OSCAR OS50 Coils. Revised:4/14/20L DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2221 Z -- 5 0 -- QQQLQ Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch I Test hole locations ■ Drainfield orientation and layout Reference depth from original grade: I Soil logs ■ Trench/bed dimensions and I Septic tank ■ Property lines critical distances within layout ■ Drainfield cover ■ Existing and proposed wells I D-Box/Valve box locations Reference depth from original grade within 100 ft of property ■ Septic tank/pump chamber and restrictive strata: ■ Measurements to cuts,banks,and locations I Laterals,trench/bed,top and surface water and critical areas ■ Observation port location bottom N Location and orientation of ■ Clean-out location -N/A® Curtain drain collector -N/A curtain drain and all absorption ■ Manifold placement -N/A® Sand augmentation components N Orifice placement Other cross-section detail: I Location and dimension of N/A I Lateral placement with distance II Observation ports/clean-outs primary system and reserve area to edge of bed Other Information ■ Buildings I Audible/visual alarm referenced Yes No I Direction of slope indicator ■ Scale of drawing shown on scale N ■ Design staked out ■ Waterlines bar I N Recorded Notices attached I Roads,easements,driveways, ■ Elevation benchmark and relative N I Waivers)attached parking !Dts el ® ■ Pump curve attached PP'RO'V' ■ North arrow and scale drawing N I Evaluation of failure shown on scale bar Non-residential justification SEP 0 9 2025 N I Waste strength AASON COUNTY ENVIRONMENTAL HEALTH Z ■ Flow DESIOIWIPROVAL The undersigned designer must be notified by installer at time of installation ■ Yes N No 3ALki&; Qy,& 06/28/2025 Signature of Desi er 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: lalliiA '�'2-SEnviron eal Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: N The design is stamped"Approved"by Mason County Public Health. N The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7,ll9 2,0 N 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. 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