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HomeMy WebLinkAboutSWG2022-00622 - SWG Application / Design - 12/21/2022 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J L BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00622 APPLICANT EVANS BARBARA J Phone: Address: 381 E ORCHID LN GRAPEVIEW, WA 98546 OWNER EVANS BARBARA J Phone: Address: 381 E ORCHID LN GRAPEVIEW, WA 98546 SEPTIC DESIGNER Richard Bazzell -Caliber Septic Design Phone: 360-509-7900 Address: 165 Tupleo Way POULSBO, WA 98370 Site Address: 110 NE Anchor Way Primary Parcel Number: 123305000066 Permit Description: Repair 2br-Gravity Permit Submitted Date: 12/21/2022 Permit Issued Date: 01/09/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/05/2026 (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. ipiiiiik OFFICIAL USE ONLY - MASON COUNTY DATEREGEIVED t 212 t 1 au?...--A. N D .I I. COMMUNITY SERVICES AMOUNT RECEIVED:"t (� RECEIVED BY: W cn Public Health(Community Health/Environmental Health) " 5 -NC 0 Cl) cn 415 N 6th e 400 or MW 98584 rxt.400 S W G ^ a� o D k:7 O 2 415 N.6th Street-Shelton.WA 98584 O/,`"{{\�/\ - Z di ON-SITE SEWAGE SYSTEM APPLICATION n m C) APPLICANT PHONE m Phyllis Newman 509-636-2058 z op MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE (D g PO BOX 96 Creston WA 99117 a CO m SITE ADDRESS-STREET,CITY,ZIP CODE Cl) Z7 110 NE Anchor Way Belfair WA 98528 0 I ,. o NAME OF DESIGNER PHONE Richard Bazzell 360-509-7900 CD I NAME OF INSTALLER PHONE v To Be Determined n/a R c PERMIT TYPE(select one) DRINKING WATER SOURCE cn I \W K RESIDENTIAL OSS I ('COMMUNITY OSS II--I COMMERCIAL OSS UJ PRIVATE INDIVIDUAL WELL 5"PRIVATE TWO-PARTY WELL Z I O Ita 1 TYPE OF WORK(select one) PUBLIC WATER SYSTEM Beards Cove#05100E 1 5-NEW CONSTRUCTION/UPGRADES ff REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR W I V\ SUBMITTALS ❑ SURFACING SEWAGE 10 EXISTING FAILURE 0 SHORELINE Ca DESIGN FORM(REQUIRED) K SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE k- I 6WAIVER(S)(IF APPLICABLE) 2 0.20 acres 0- I DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) From NE-WA-3 take a left onto NE Clifton Ln to NE WA-300 I Continue on NE WA-300 approximatly 0.25 mile and turn right onto NE Sand Hill Rd Contine on NE Sand Hill Rd 250 yards and take a left on NE Anchor Drive o r Continue on NE Anchor Drive to 110 NE Anchor Way * The site has been flagged with pink ribbon and can be found at the end of the road rn SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I U OFFICIAL USE ONLY BELOW THIS LINE UPGRADE!FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT OHOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS &(1A5 -)-(-) �6:2— /° COMMENTS/CONDITIONS /Wv 0?—' phvi 6-1/103 ��� o � c-: t..; [r u �' J i• 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. IN CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE p05.PLI ATION APPROVED,ISSUED BY DATE T S M AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 4 DESIGN FORM—PAGE ONE Assessor's Parcel Number: / Z 3 3 0 __ O __ O O d A design will be reviewed when 3 copies of each of the following are submitted: 0 Completed design form that has been signed and dated. °Scaled layout sketch,including all applicable items on checklist 0 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 2,4)),a-O 0 6 2 Z Designer's Name: Richard Bazzell Applicant's Name: Phyllis Newman Designer's Phone Number: 360-509-7900 Mailing Address: PO BOX 96 Designer's Address: 165 NW Tupelo Way Creston WA 99117 Poulsbo WA 98370 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: Drainfield Type 'FYGravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40/3034 Daily Flow:Operating Capacity 240 gpd Length 34 ft Daily Flow: Design Flow 180 gpd Diameter 4 in Septic Tank Capacity(working) 1200 gal Number 3 Receiving Soil Type(1-6) 3 Separation 5 O.0 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number;of Orifices n/a Designed Primary Area 306 ft2 Diameter t` n/a in Designed Reserve Area n/a ft2 Spacing 7, n/a in Trench/Bed Width 3 ft *, Manifold ; nN Trench/Bed Length 102 ft Schedule/Class',M D Box Elevation Measurements Length •.t t.. n/a ft Original Drainfield Area Slope 0-2 % Diameter ; n/a in New Slope,If Altered n/a % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 25.7 in Transport Pipe W t from Original Grade Down-slope 25 in Schedule/Class 40/3034GH t; Designed Vertical Separation 36 in Length 15-20 ft m IFE, n Gravelless Chambers Required? 0 Yes 0 No ll 'Optional Diameter 4 in is rl i Pump Required? 0 YesDosingPump ^,Er and Chamber Pump/Siphon Specifications Number of doses/day n/a N Q Diff.in Elevation Between Pump&Uppermost Orifice n/a ft Dose quantity n/a gal i Drainfield Squirt Height/Selected Residual(head) n/a ft Chamber Capacity(flood) n/a - gnl l J Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head n/a gpm ❑Timer ['Elapse Meter ' _, e ter Calculated Total Pressure Head n/a ft If Timer: Pump on /a • !Pap° '' / Comments This is a repair with limited space, a reserve area has not been establi ': . AN 0 9 2023 , MASON COUNTY ENVIRONMENTAL HEALTH O S-- C' -- " DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 3 3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Pl Test hole locations B Drainfield orientation and layout Reference depth from original grade: El Soil logs Lv1 Trench/bed dimensions and g Septic tank 0 Property lines critical distances within layout B Drainfield cover 0 Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property B Septic tank/pump chamber and restrictive strata: B Measurements to cuts,banks,and locations ® Laterals,trench bed,top and surface water and critical areas B Observation port location bottom B Location and orientation of B Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: B Location and dimension of g Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed B Buildings Other Information 0 Audible/visual alarm referenced Yes No Direction of slope indicator B Scale of drawing shown on scale ❑ I!Design staked out E1 Waterlines bar 0 Er Recorded Notices attached B Roads,easements,driveways, ❑ lg Waiver(s)attached parking 0 1$Pump curve attached B North arrow and scale drawing 0 Er Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow 'DESIGN APPROVAL The undersigned designer must be notifie in5la1ler at ti of installation g Yes 0 No • s'e Signs 1?o Cre gper • Date The undersigned has reviewed this d on .Aef Mason County Public Health and determined it to be in compliance with state and local on- t.egul r�sgu p O c/ LICENSED of SIGt 1 J4i"-2—y tta1 Etitt en a Health Spe a ' Date J CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. n ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: L /G' L5"( ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. 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