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HomeMy WebLinkAboutSWG2026-00080-APPLICATION/DESIGN - SWG Application / Design - 4/15/2026 415 N6T MASON COUNTYH STREET, HEL9670.WA E 7400 SHELTON, 9 484 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:3603825269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00080 APPLICANT Jim Zimny Phone: 360-516-7287 Address: 7178 windflower pl nw Seabeck,WA 98380 OWNER ESTEBAN-MARTIN ET VIR LUCIA Phone: Address: SEBASTIAN GASPAR BELFAIR, WA 98528 SEPTIC DESIGNER Jim Zimny Phone: 360-516-7287 Address: 7178 windflower pl nw Seabeck,WA 98380 Site Address: 480 NE MISSION CREEK RD Primary Parcel Number: 223364200041 Permit Description: New 2bd gravity trench with local waiver for reserve drainfield Permit Submitted Date: 0312012026 Permit Issued Date: 04/15/2026 Issued By: Rhonda Thompson Current Permit Fees Paid: $570.00 (addnldnanees may be required aaoa L,staliatbn of system). Permit Expiration Date: 04/01/2029 (based on date of nspecuon) 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 Grainfield 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. 8 The minimum buffer/setback from the stream is 165 No clearing or tree removal in the stream buffer. 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.govlheahhlenvironmentaYonsiteloss-inspection-requestphp or call: 360.4279670,extension 400. OFFICIAL USE ONLY • MASON COUNTY 3 ao/&oato Public Health & Human Services MG ?R DA c CO 61Hpvn¢rrtEl HeaNA Jawn-%/0.m.eW Dr36O 275-447,e 1AOO \�L�(' OISNMASBEN-AItl1oR WA9S580 SWIG awe - pQQ COO 0 p z Gi ON-SITE SEWAGE SYSTEM APPLICATION AMLIC JT PHOrs m 471 Sebastian Gaspar 360-328-6466 zr z MNUNG ADDRESS-STREET COY.5TATF-DPCgOE C PO BOX 138, Belfair Wa 98528 rn _ In CITY.ZIPCCOE 480 NE Mission Creek Rd, Belfair WA 98528 o s NAME OF OESIGNEA PHONE &jiJim Zlmny 360'-516-7287 � NAME OF INSTALLER FNONE PERMIT ttPE(fecfone) ORINpNG NNTFR SOURCE W Iw Ar RESIDENTIALCSS FCOMMUNITYOSS 5COMMERCIALOSS • PWVATEINDIVICL/ALWELL C PRIVATE 0 NPEOF MORR(.e/.ea,./ 17 PUBLIC WATER SYSTEM I• Z I 'C NEW CDNGTRUCTION/UPGRADES O REPAIR/REPlAC0.1ENT OTHER DETAILS(uay.eWM.Ppy/ ❑ TABLE X REPAIR 911&AITtgL5 U SURFAONG SEWAGE 0 EXISTING FAILURE O SHGREUNE r D DESIGN FORM REWIRE (R D7 (REQUIRED) DESIGN(REQUIRED) BEDROOMS I LOT sZE OT CREATED A 1/2025?.❑ WAIVER(S)OFAPPLICABLE) 2 2.5 acres S f. . 5 OIRECTONS TO SITE AND SITE CQYLMIONS(er./xMNYefe) 10. beginning in Belfair take Northshore rd west for 3.1 miles to Mission Creek rd and takerjI I Follow .5 miles to address on mail box and pink ribbons on there, ' Test holes are flagged and marked. p I Q a sITEMI/SreEFLAWEO Fpgy,MAINROAOANG? rHOLEs MU5r9EFzAGGG WIMFS TrHO(ENUNSEgg 1. I -_ OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FNLURE 90URCE(lot epwting pueponm) ❑VOLUNTARY QMAINTENANGE/PUMpING❑ BUILDING PERMIT❑HOME SALE❑Cg4PLNNT O OTHER: INSPECTOR SOIL LOGS COMMENTS)CONDITIONS 5 U L: 0- 2 I ► \M- �d � - vS \ sort. �-ORAYELLY 5=9,WU L-LOAM 5I:SILT C=CLAT EXTREMELY R=ROOTS REQUIREDDDFOR NALAPFROyALRWNGANO NON REPORT INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATRMI ROVED/ISSUED Y DATE THIS FORM MAYA!SC ANNEOANDAVAB.ABLE FO PUBLIC VIEW ON THE MASON COUNTY WEBSrFE • DESIGN FORM—PAGE ONE Assessor's Parcel Number 2 2 3 3 6 4 2 0 0 0 4 1 A design will be reviewed when 3 conies of each of the following am 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"X17" PARCEL IDENTIFICATION Permit Number: SWG �D� ( — OOOH Designer's Name: Jim Zimny Applicant's Name: Sebastian Gaspar Designers Phone Number: 360 516-7287 Mailing Address: PO BOX 138 Designer's Address: 7178 Windtlower PI NW eeilali WA9d52a City Stale Zip SP.abeck WA 96390 City State Zip Designers Email APDdesigns@ieaud.com DESIGN PARAMETERS Treatment Device ❑Glendon ❑Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑Recfcalating Filler ❑AT0 ❑Oder Treatment Level(check all that apply). 0 A 011 ❑C ❑DLI ❑BL2 ❑BL3 !'IE ❑N Drainfield Type WGravity ❑Pressure M'Trench ❑Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 3034 Daily Flow: Operating Capacity 180 gpd Length 25 ft Daily Flow:Design Flow 240 gpd Diameter 4 in Septic Tank Capacity(working) 1000 gal Number 4 Receiving Soil Type(1-6) 3 Separation 5' CTC ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft' Total Number of Orifices NA Designed Primary Area 300 ft' Diameter in Designed Reserve Area 300 ft2 Spacing in Trench/Bed Width 3 ft Manifold Trench/Bed Length 100 ft Scledul NA Elevation Measurements Len " Original Drainfield Area Slope 3 % Di ENS erys�'en in New Slope,If Altered 3 % Preferred mato d`configuration used? D Yes O No Depth of Excavation lip-slope 2t. in Transport Pipe from Original Grade ulope 20 in Schedule/Class 3034 Designed Vertical Separation 36 in Length 5' ft Grovel-based Drainfield Required? O Yes El No Diameter in Pump Required? ❑Yes EfNo Dosing and Pump Chamber Pump/Siphon Specifications Ntunber ofdoses/day NA Diff,in Elevation Between Pump&Uppermost Orifice_ft Dose quantity gal Drainfield Squirt Height/Selected Residual(head) _ft Chamber Capacity(flood) gal Uppermost Orifice 0 Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity rD Total Pressure Head gpm ❑ Timer ❑ Elapse Meter O Event Counter Calculated Total Pressure Head ft If Timer: Pump on Comments APR 15 2026 MASON COUNTY ENVIRONMENTAL HEALTH DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 3 3 6 4 2 0 0 0 4 1 Permit Number: SWG Qca. -ncryo DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch E'f Test hole locations Rr Drainfield orientation and layout Reference depth from original grade: g Soil logs t' Trench/bed dimensions and V Septic tank 46 Property lines critical distances within layout p Y V Drainfield cover V Existing and proposed wells l2( DBBox/Valve box locations Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: fd Measurements to cuts, banks,and locations Laterals,trench bed,top and surface water and critical areas V' Observation port location bottom fd Location and orientation of 9 Clean-out location ❑ Curtain drain collector curtain drain and all absorption a Manifold placement ❑ Sand augmentation components ❑ Orifice placement Other cross-section detail: er Location and dimension of Observation primary system and reserve area Laeera placement with distance ports/clean-outs edge of bed Other Information er Buildings ❑ Audible/visual alarm referenced Yes No V Direction of slope indicator fC Scale of drawing shown on scale ❑ Design staked out Waterlines bar ❑ ❑ Recorded Notices attached V Roads,easements,driveways, ✓ Elevation benchmark and relative ❑ ❑Waiver(s)attached parking elevations of sys a comp ents O O Pump curve attached e North arrow and scale drawing shown on scale bar a Non-residential justification P ❑ ❑ Waste strength x ❑ ❑ Flow A I r R d1;L _ The undersigned designer must be notified by ns ller t u elot installation O Yes ❑ No -ly•Z� Signature of igne 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 Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved"by Mason County Public Health. 2 y., 4 ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:_ J t 4 c� t ✓ 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 folm niWbe filled and available for publk'vlew on the Mason County Web site. Revised:6/112025 3 E � z y II O. b Q v� am 1 H11Y3H 1b1N3NONUN3�SN000 NOSHW 9Z0Z 5 L adV I b N. m10r ❑ r � � `I� Z \1 •\ I I � � r m �ji . I / I \\ vI , �f I. Ii ,,// ; xc,. o D Q I as i �/ I N \\ ` SM �/ E w r g I \ E C cam' I 3 0 4 b' .'-wE . ♦ I % vim f- OF 1- OJH I _ •n Y.'. \ , % Pa - -- - ------- - ------ -- --Juo-ss-W Advantage Perc & Design l Irnely-Re,asona b 'e•30 Years of Local Experience Construction Notes for Gravity 2 Bedroom System: Equal Distribution w/graveless chambers (Rock and pipe may be substituted) Install 4-25' Lateralsw/6 hole d-box. Install on 5'foot centers. Install 20"deep on low side of trench maintain 36"of vertical separation Install level and along contours. Install in dry weather only. Use 1000-Gallon septic System designed for typical residential waste strength sewage only. System designed for 240 Gallons Per Day APR 15 2026 MASON COUNTY ENVIRONMENTAL HEALTH RET NSED 5 C 5S GI�E12 ( (•2� Advantage Perc&design • APDdesigns(Glicloud corn ® (360) 516-7287 E � z 3 Y r arn o mum F b ¢. E� O Lm U O a , N N C G b ^ow o V m o N O c his c E 9 y ro 0 .-+ II M � I �Np3c A u �z 'Am ai m w - o a Qti � .r. v a wm wm ro b rn rrn Q �nvm 4 a 41JON o 00 U) 11Y9H1Y1N3WH0IAN9AINn0DH0StlW 9Z0Z S l adtl O3AO ddV /aa io b nfl nfl Y C ro q J w N � O z w •o o m3 m l I u m a a 3 a C, J Oil ® PN �Iaa�J uolssi�y ._.I �� \ ) / ) k 1YiW?ñHOLH ON0N, pgA : JAOIdd» k / ! \ ��\ t � � \ \ / ' K ___ I ! . � _ U ; k o it I { [ f . � ; !, , ! ) I z / , ! } -- | 11 �\ se��oertx.�os+��a ' wawa 11/ rorraWr __ill 1000 mom f uc Ut-'K�M;iP 3 -2(0 <4pp Mgg�NCoU�jY? �Q RET��*,"P41 �lTy