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HomeMy WebLinkAboutSWG2024-00171 - SWG Application / Design - 4/24/2024 MASON COUNTY 415N6SHELTON: , 27E ON, .EXT 400 BHELTON:360427-4467,EXIT 400 4 BELFAIR:380-275446],EXT 400 Public Health & Human Services ELMA:3604825269,EXT 400 FAX:3W427-7/87 On-Site Sewage System Permit: SWG2024.00171 APPLICANT WALKER DAVID P&SANDRA G Phone: 206-571-0262 Address: PMB 605 TULALIP,WA 98271 OWNER WALKER DAVID P&SANDRA G Phone: 206-571-0262 Address: PMB 605 TULALIP,WA 98271 SEPTIC DESIGNER ERIC RUSSELL Phone: 360-789-3607 Address: 5015 N 26th St SHELTON,WA 98584 Site Address: 110 W Morrows Ln Primary Parcel Number: 520085000006 Permit Description: New SFR-3BR Pressure Permit Submitted Date: 04/24/2024 Permit Issued Date: 05108/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $805.00 (eddl4o areas m yne mqul a uwn nswlmum ofevs4 * Permit Expiration Date: 0510112027 (nosed on ame oflnapectbn) 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 DesignarlEngineer 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: 3604279670, extension 400. OFFICIAL USE ONLY xSSrvdD — MASON COUNTY y D COMMUNITY SERVICES M[DADSY Ip w y y O N NYe1MtlN lCmmmuNry�ezMlinvlmnmmW Nespp < y SWG 10 DO o A z rn ON-SITE SEWAGE SYSTEM APPLICATION n p a n 1 FLICNIT PHDE m m mz MVLINGRCCPE66-6T11EET LT'.STAlE.LPCNE � m 12-0 VGA °%16211 -93ob m NTESDORESS-STREET GTY4PCGCE G 1% 0 Noo¢aows 10% WANE OF DESIGNER PNdE I N Q A�sai1� Sbo N-1439 .360� NAME OF NSTMLER PHONE10 O V IJ oVfEJ PE3R�MTRTYPEf.—) DRIN.'NN_G'WATERSOURCE y I (IDRESIDENTIALDSE 51COMMUNTTVOSS JJCOMMERCIALOSS INA�NIVATEINDIVIDU WO- ALWELL EDPRNATETPARTYWELL z I � TY.pPPEE,O'F''WO'RK(wWdw 0 Q PUBLIC WATER SYSTEM I I pluorr DON STRUCTIONIUPGRADES REPAIR/REPLACEMENT OTHERDETNLS(aWt..M ) []TABLE IS REPAIR IUl SUB��MITTTTub E7 SURFACING SEWAGE E3 EKISTING FAILURE DISELINE m O1 DESIGN FORM(REQUIRED) *6EPTIC DESIGN(REQUIRED) BEDROCNs ` LOTSME�J ja11ANER(S)(IFAPPUCA8LE) DRECTKMS TO 6REAND SITE CONDRKMS.I..MSA l J IO (v-oM Sg \o L - WOSz ea �keeca -rw,��acT� ?� r vas MvQAawS 1+a1� No¢ Qal B 1 t�1 WeJs Ta s hK+ P o I� c.)F 6 I a BREMWTSE FLIOGED F/(ON WNROIOANO TESTIMNEB MMSlIEMGGf'D IYIIM TESTMOIENWtlEF& I LF OFFICIAL USE ONLY BELOW THIS LINE UPGRACE IFALURE 80URCE(TEMNNW IPUMPI []VOLUNTARY �MAINTENANCENDMPIND •]BUILDING PERMIT OHOME 511LE (3LCMPLNNT OOTHER: INSFECTORSOILLOG6 COAMENTSICONOMNS � t `r,k 2 q 5 L vv� RECORDDRAWNGANDINSTA TIONREPAR SOLCOOE3: V•VFAV G=CPAYELLY 8•S.WD L•LOMI 9•SILT C•CAAV E=EXTREMELY fl•ROOTS REWIRED FIXi FNKAPPflOVAL. NSPECTORSIGNWURE wTE APFUCATm EVRATON DATE TIW IPmO�FD/188UED BV OAIE ,_, - , -z TN F YBE SCANNED AND AVAILABLE FOR PUBLIC V ON THE MASON COUNTY WEBBRE RENSEOII—IS DESIGN FORM-PAGE ONE Assessor's Parcel Number: 5 Z O O O b O O 5q A design will be reviewed when 33 conies of each of the following are submitted: •Completed design form that has been signed and dated. a Scaled layout sketch,including all applicable items on checklist "Scaled plot plan,including all applicable heirs on checklist. a Cross-section sketch,including all applicable items on checklist. Thisform may bescanned and avanableforpubae vlswanthe Mason Coontv WsbelEa Mirimum apersiun, 11"X17" Permit Number: SWWG Designer's Name: s�•Lw-S&ew Applicant's Name: 344VP. W*tAf1S1-- Designer's Phone Number: 360 -IQ9 9W7 Mailing Address: ItDI5J 1%Af1${1419',PtXft Designer's Address: 50 1C- K 3-r —Tvyt_eq Vd,- %y I'93v6 �+ecanN+ -✓ so* City state Zip city slam Zip Treatment Device 0 Glendon Biofilter, 13 Sand Filter ❑Mound ❑ Sand Lined Draim eld 13 Recirculating Filter,Type: 0 Aerobic Unit MakdModel 0 Disinfection Unit MAe/Model Other: ` Vq rdDAP-n E Drainfield Type O Gravity sure 0 Trench 0 Bed O Sub Surface Drip Septic Tank/Drainfleld Specifications Laterals Number of Bedrooms Schedule/Class 4- Daily Flow:Operating Capacity Qao gpd Length VAUQS ft Daily Flow:Design Flow gpd Diameter /,it in Septic Tank Capacity(working) _ k200 _ gal Number 07 Receiving Soil Type(1-6) 4 Separation (10 ft Receiving Soil Appl.Rate 0• fp gpd/fY Orifices Required Primary Area 5vn ft' Total Number of Orifices 'aA Designed Primary Area t�j — it Diameter 311 k, 11 Designed Reserve Area o� fta Spacing 30 in Trench/Bed Width 3 it Manifold Trench/Bed Length 2C.*7 ft Schedule/Class A<D Elevation Measurements Length VAPi1Pl" II Original Dainfteld Area Slope % Diameter l • ZS in New Slope,If Altered -- o o Preferred manifold configuration used? 13Y. 0 No Depth of Excavation Up-aoa• d` 11'sio .o n Transport Pipe from Original Grade po,•.,,-rloa 31` Z!IWOrm in Schedule/Class AE Designed Vertical Separation in Length Gravelless Chambers Required? 0 Yes [IN.)CQptional Diameter Z in Pump Required? )fLYes O No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day 4 DiR.in Elevation Between Pump&Uppermost Orifice b R Dose quantity 12o gal Dminfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) _ ladp gal Uppermost Orific7r�her O Lower t1�am Pump Shumft Pump controls:Please check those required. Capacity B Total Pressure Head VJ I •9 gpm OElapse Meter ❑Event Counter Calculated Total Pressure Head 12 R If Timer: Pump on`-! b Pump off Sev 'B Comments l%jS-%AU S4- 1 NS'P�Ot.1-5d_- ( DESIGN FORM—PAGE TWO Assessor's Parcel Number: b Z D O 8 -- go — tD d o 0 fo Permit Number: SING sled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations ❑ Drainfield orientation and layout Refe a depth from original grade: Soil logs ❑ Trench/bed dimensions and Septic tank Property lines critical distances within layout Drainfield cover xtstin and proposed wells ❑ D-BoxNalve box locations 6 P P ose Refere a depth from original grade DMZwithin 100 it of property ❑ Septic tank/pump chamber and r strictive strata: easurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and /surFace water and critical areas ❑ Observation port location bottom Location and orientation of ❑ Clean-out location ❑ Curtain drain collector curtain drain and all absorption ❑ Manifold placement ❑ Spnd augmentation components ❑ Orifice placement Other oss-sectiondetatl: Location and dimension of ❑ Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed .quildings g Other Information ❑ Audible/visual alarm referenced Yes No erection of slope indicator ❑ Scale of drawing shown on scale ❑ sign staked out /�''raterlines bar ❑ eco ded Notices attached C] R�ads,easements,driveways, f rvMs)attached /pazkin'g ❑ p curve attached Z North arrow and scale drawing ❑ Evaluation of failure shown on scale but Non re ntial justification ❑ rite strength ❑ Flow DESIGN APPROVAL The undersigned designer in t be n ti e by installer t ne of installation Yes ❑ No l? , 2 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: Q� G� - zY Env 1 ealth Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ 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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