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HomeMy WebLinkAboutSWG2025-00339 - SWG Application / Design - 8/26/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 I. SHELTON:360-427-9670,EXT 400 BELFAIIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00339 ��Jt APPLICANT ANTHONY KRAUS Phone: Address: 15815 SE 48TH DR BELLEVUE,WA 98006 OWNER ANTHONY KRAUS Phone: Address: 15815 SE 48TH DR BELLEVUE, WA 98006 SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365 Address: PO BOX 1519 SHELTON,WA 98584 SEWAGE INSTALLER JAMIE WORKMAN* Phone: 360-463-9573 Address: 120 E TIMBERLAKE DR SHELTON,WA 98584 Site Address: 31 E NISQUALLY PL Primary Parcel Number: 220185100123 Permit Description: Repair 2bd ATU to pressure trench (2.5ft wide trenches) Permit Submitted Date: 08/26/2025 Permit Issued Date: 09/11/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/10/2026 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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. It11111 OFFICIAL USE ONLY cn D � � DATE RECEIVED: 42 ,', MASON COUNTY a5cn AMOUNT RECEIVED: I RECEIVED BY: 03 m Public Health & Human Services 8 - _ v cn O Environmental Health 7-9670,ext.400 or 360-275 4467,ext.400 S W G Cw' w S _���� O 73 415 N.6th Street Sheltoniton,,WA 98584 /�`�{� Z N ON-SITE SEWAGE SYSTEM APPLICATION 3 rn PHONE r APPLICANT 425-283-9978 z KRAUS, ANTHONY J 3 MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g E LL EV U E Wa 98006 m M 15815 SE 48TH DR •• SITE ADDRESS-STREET,CITY,ZIP CODE I N 31 E NISQUALLY PL Shelton CD PHONE * I iv OF DESIGNER 360-490-6365 coMicah Halverson v NAME OF INSTALLER PHONE I CI360-463-9573 � I Jamie Workman DRINKING WATER SOURCE o PERMIT TYPE(select one) OSS tl COMMERCIAL OSS i7 PRIVATE INDIVIDUAL W I 03 rl COMMUNITY ELL ❑ PRIVATE TWO-PARTY WELL Z rJ� RESIDENTIAL OSS l- PUBLIC WATER SYSTEM Timberlakes r TYPE OF WORK(select one) h NEW CONSTRUCTION I UPGRADES .4 REPAIR/REPLACEMENT OTHCIER DETAILS (select NG SEWAGE all that ply6� EXISTING TABLE X REPLAI 6a SHORELINE r -� 03 SUBMITTALS SURFLOT SIZE WAS LOT CREATED AFTER 4/1/2025", 0 if DESIGN FORM(REQUIRED) 1�SEPTIC DESIGN(REQUIRED) BEDROOMS `_] WAIVER(S)(IF APPLICABLE) 2 .33ac ❑ YES Q NO 0 I o DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gale) I o Turn into the timberlakes community from E Agate rd. travel on E Timberlakes dr continue 9 on E Timberlakes East Dr, turn left on E Eastlake dr. turn into E Nisqually PI. address is at o the end of Cul-de-sac. test holes are marked with Orange stakes. 1 I N N w ICO 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) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: COMMENTSICONDRIONS INSPECTOR SOIL LOGS Th= b -zb (,rn,S iv6 r i *--9--3 - , 0 (aukS (304- -611 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. DATE INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY Q"f61)(1 �'I� IZ 44,\OPY l C,(lb(LS qi(10 (L6PAI" ` THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 8 — 5 1 — 0 0 1 2 3 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 aper size: 11 X 17A . a � �4 M TS, $�N �; PAxtCEL IDENTIFICATIO aI ka< ; N �J Designer's Name: Micah Halverson Permit Number: SWG p7JoZ5 "'��-1 Designer's Phone Number: 360-490-6365 Applicant's Name: KRAUS,ANTHONY J g Desi ner's Address: PO Box 1519 Mailing Address: 15815 SE 48TH DR g Wa 98584 BELLEVUE WA 98006 City State Zip Shelton halversondesignllc@outlook City State Zip Designer's Email r� n �j y� ETERS 'o'"' n .e?j?`� ti 'tN ,iY-rx . 34.. ...,C u !l�towgni.4` o Treatment Device ❑ Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter ©ATU BNR-500 ❑Other Treatment Level(check all that apply): ❑A 1 B ❑ C 0 BLl 0 BL2 0 BL3 0 E 0 N Drainfield Type ❑ Sub Surface Drip ❑Gravity Pressure 1i(Trench 0 Bed Septic Tank/Drainfield Specifications Laterals Schedule/Class 40 2 Number of Bedrooms 40 ft Daily Flow:Operating Capacity 180 gpd Length 11/4 in Daily Flow:Design Flow 240 gpd Diameter 3 Septic Tank Capacity(working) 500+Nuwater gal Number Receiving Soil Type(1-6) 3 Separation 18"-24" ft Orifices Receiving Soil Appl.Rate .8 gpd/ft2 Or 30 Required Primary Area 300 ft Total Number of Orifices 300 ft2 Diameter 3/16 in Designed Primary Area 48 in Designed Reserve Area 300 ft2 Spacing Trench/Bed Width ft Manifold40 Trench/Bed Length 120 ft Schedule/Class Length Preferred ft Elevation Measurements 2 in Original Drainfield Area Slope 11 % Diameter New Slope,If Altered same % Preferred manifold configuration used? g Yes 0 No Up-slope 16 in Transport Pipe Depth of Excavation 40 from Original Grade Down-slope 12 in Schedule/Class Length 100 ft Designed Vertical Separation 12 in2 in Gravel-based Drainfield Required? Llf Yes 0 No Diameter Pump Required? Yes Cl No Dosing and Pump Chamber 4 Pump/Siphon Specifications Number of doses/day gal Diff.in Elevation Between Pump&Uppermost Orifice 20 ft Dose quantity 1 4553 gal 3 ft Chamber Capacity(flood) Drainfield Squirt Height/Selected Residual(head) Pump controls:Please check those required. Uppermost Orifice 5If Higher 0 Lower than Pump Shutoff Timer 0 Elapse Meter ❑went Counter Capacity @ Total Pressure Head 21.59 gpm pump off 6hrs Calculated Total Pressure Head 21.26 ft If Timer: Pump on TBD Comments All waterlines must maintain 10' from all septic components and future reserve area. Revised:4/14/2025 r DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 0 1 8 -- 5 1 -- 0 0 1 2 3 Permit Number: SWG DESIGN CHECKLISTS Y Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 0 Test hole locations It Drainfield orientation and layout Reference depth from original grade: FA Soil logs It Trench/bed dimensions and if Septic tank EZI Property lines critical distances within layout 6d Drainfield cover Ed Existing and proposed wells !iii D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: 10 Measurements to cuts,banks,and locations It Laterals,trench/bed,top and surface water and critical areas 6d Observation port location 0 bottom lid drain collector Location and orientation of It Clean-out location 0 CurtainSand augmentationcole curtain drain and all absorption El Manifold placement components It Orifice placement Other cross-section detail: O Location and dimension of g Observation ports/clean-outs El Lateral placement with distance primary system and reserve area to edge of bed Other Information O Buildings Et Audible/visual alarm referenced Yes No sd Direction of slope indicator It Scale of drawing shown on scale 0 It Design staked out It Waterlines bar 0 li Recorded Notices attached IA Roads,easements,driveways, p Elevation benchmark and relative 0 It Waiver(s)attached It 0 Pump curve attached parking elevations of system components It ❑ Evaluation of failure EdNorth arrow and scale drawing shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must bee ified by installer at time of installation Ed Yes 0 No , 0-5/70LS Signature of Designer 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: I I S IZ ‘KtININV‘ifi/( 4/N c't s Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 1(0/7A ✓ 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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