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HomeMy WebLinkAboutSWG2025-00048 - SWG Application / Design - 2/17/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 611, 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: SWG2025-00048 APPLICANT Ming, Paula Phone: Address: 14051 SE 159th PI RENTON, WA 98058 CONTRACTOR Russell, Justin Phone: 3609701233 Address: po box 14531 TUMWATER, WA 98511 MANAGER COX, CARL Phone: 253-468-7877 Address: 1706 21ST ST NE AUBURN, WA 98002 OWNER WILLIAMS ALAN B Phone: Address: 1700 STEEL BRIDGE ROAD KALISPELL, MT 59901 Site Address: E Aspley Ln Primary Parcel Number: 220017500040 Permit Description: New construction of Oscar-II septic system for 3-Bedroom home Permit Submitted Date: 02/17/2025 Permit Issued Date: 06/03/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/22/2028 (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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. . . _:)._5 _____Q‘62A OFFICIAL USE NLY .`''' I, MASON COUNTY DATE RECENED 7/ I? /?o `5 D 31 COMMUNITY SERVICES AMOIINTRECENEU: RECEIVED BY:94/ c w ,., / Public Health(Community Ilealth/Environmental Health) O \�,,.une, 16o an56�o.on.<ooa e6o its�abt ere.a<w /� 1 /� (/{/� N is N.6lh Stieel S, ::, WA9B584 SWG G 70 ,c / 100 U 7( �_ Q VV ` Z . V 1J U Z Ul ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE mm m CARL COX 2-53— £-fig - 7ff77 U) z MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE. C C 1 70 6, 2 1 la- $T /U £.. AL) bvv•i 11) A- 990 2- 7J W SITE ADDRESS-STREET.CITY,ZIP CODE m 73. LOT NORTH OF 110 E ASPLEY LN SHELTON WA 98584 N I N.) NAME OF DESIGNER PHONE —� JUSTIN RUSSELL 360-970-1233 0 N NAME OF INSTALLER PHONE 0 I CD R PERMIT TYPE(soled one,) DRINKING WATER SOURCE - !YJ RESIDENTIAL OSS Fr COMMUNITY OSS Ill COMMERCIAL OSS VPRIVATE INDIVIDUAL WELL 5-PRIVATE TWO-PARTY WELL Z TYPEP OF WORK(select one) Q PUBLIC WATER SYSTEM _ 1 fir NEW CONSTRUCTION/UPGRADES REPAIR I REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I - / SUBMITTALS I� 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE DESIGN FORM(REQUIRED) Ir✓I SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r 5-WAIVER(S)(IF APPLICABLE) 3 5.09 ACRES O 1 x I O DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gale) FROM HWY 3 N AND N FRONT ST, NORTH ON HWY 3 N, TURN R ON E PICKERING I o RD, L ON E HARSTINE BRIDGE RD, R ON E SOUTH ISLAND DR, L ON E HARSTINE r ISLAND RD, R ON E MCMICKIN RD, L ON SYLVAN RD, L ON E ASPLEY LN TO SITE ° 0 ON RIGHT. 14' .A SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOMES 0 MPLAINT ❑OTHER: INSPECTOR SOIL LOGS iii 017NTISVONDITIONS .1't, S `� 0 6,, -. QNCOUNTyFM,, D t02 ��L.-(. 412z' l J NiI4E, qL , Fp B NEgLTH ) C S1 L 0 -- 1q/r-s- 1(0 >�. RECORD DRAW NG AND INSTALLATION REPORT SOIL CODES: V-VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY F=EXTREMELY R_ROOTS REQUI 0 FOR FINAL APPROVAL a TOR SIGNAT I' 'Tr r.PPLICA' ,IRATION DATT ION APP ED/ISSUED BY DATE , .. S T F AY BE SUArr..c0 AND AVAILABLI F.,.,r'UB.J VIEW ON THE MASON COON i. .eEBSITE REV SED I2T72015 k DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 0 1 — 7 5 — 0 0 0 4 0 A design will be reviewed when 3 copies of each of the following arc submitted: v 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 may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"A'17" PA CEL IDENTIFICATION Permit Number: SWG___20 2,5— avet(( Designer's Name: JUSTIN RUSSELL CARL COX 36-970-1233 Applicant's Name: Designer's Phone Number: _ Mailing Address: 1 70i Vs* s+. N E Designer's Address: 4931 68TH AVE NE Avv001 k A l'f;QZ OLYMPIA WA 98516 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: OSCAR II Drainfield Type ❑Gravity g Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Daily Flow:Operating Capacity 270 gpd Length ft Daily Flow: Design Flow 360 gpd Diameter in Septic Tank Capacity(working) 1500 gal Number Receiving Soil Type(1-6) 5 Separation ft Receiving Soil Appl.Rate .4 gpd/ft2 Orifices Required Primary Area 900 ft2 Total Number of Orifices 400 EMITTERS Designed Primary Area 900 ft2 Diameter in Designed Reserve Area 900 ft2 Spacing in Trench/Bed Width 19.780' ft Manifold Trench/Bed Length 45.5' ft Schedule/Class Elevation Measurements Length ft Original Drainfield Area Slope 0 % Diameter in New Slope, If Altered % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 0 in Transport Pipe from Original Grade Down-slope 0 in Schedule/Class 40 Designed Vertical Separation 30 in Length 83/80 ft Gravelless Chambers Required? 0 Yes 16 No 0 Optional Diameter 1 in Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day Diff.in Elevation Between Pump&Uppermost Orifice 1.5 ft Dose quantity gal Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) gal Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @a,Total Pressure Head gpm [Timer IgElapse Meter It�'Event Counter Calculated Total Pressure Head ft If Timer: Pump on ,Pump off Comments Ovtp 'v, u 3 �p��i Co' 00. ,..,IA-\-\ -P6 W ..e MO- J s - DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 0 0 1 -- 7 5 -- 0 0 0 4 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Vi Test hole locations 91 Drainfield orientation and layout Reference depth from original grade: FA Soil logs lig Trench/bed dimensions and Ri Septic tank O Property lines critical distances within layout g Drainfield cover Existing and proposed wells lig D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: 121 Measurements to cuts,banks,and locations Pi Laterals,trench/bed,top and surface water and critical areas 12i Observation port location bottom I21 Location and orientation of lii'! Clean-out location lif Curtain drain collector curtain drain and all absorption g Manifold placement lig Sand augmentation components lig Orifice placement Other cross-section detail: B1 Location and dimension of lig Lateral placement with distance lig Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 0 Buildings till Audible/visual alarm referenced Yes No Fili Direction of slope indicator Rf Scale of drawing shown on scale g C� 0 Design staked out 1 Waterlines bar 0 g Recorded Notices attached lig Roads,easements,driveways, 0 E'1 Waiver(s)attached parking 0 l25 Pump curve attached FA North arrow and scale drawing 0 121 Evaluation of failure shown on scale bar Non-residential justification ❑ g Waste strength ❑ 'Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Ed Yes 0 No Z,/7,Z 0--- Signa of igner 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- regulations:• liath (4. Envi l Specia ist Date CAUTION: DESIGN APPRO AL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Appr ved"by Mason County Public Health.✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: -2-2.--- -� ✓ 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 publi wPn PeRaO ifuEy i. site. 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