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Home My WebLink AboutSWG2024-00209 - SWG Application / Design - 5/10/2024 SHELT MASON COUNTY 475N6THELTON 60427-ON,WA98586 SHELTON:360427& 70.EXT400 4 9ELFAIR:360-275J467.EXi 400 Public Health & Human Services ELMA:3604825269,EXT 400 FAX:360427-T787 On-Site Sewage System Permit: SWG2024.00209 APPLICANT BUECHEL ET AL AARON Phone: Address: FRANCES LJANNY SHELTON,WA 98584 OWNER BUECHEL ET AL AARON Phone: Address: FRANCES L JANNY SHELTON,WA 98584 SEPTIC DESIGNER DALE TAHJA-Septic Designer Phone: 360-426-5940 Address: 2450 W DEEGAN ROAD WEST SHELTON,WA 98594 Site Address: 6301 W Shelton Matlock Rd Primary Parcel Number: 420174200050 Permit Description: New SFR-3BR OSCAR X02 Permit Submitted Date: 05/1012024 Permit Issued Date: 05/23/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $805.00 (addmemlwes may m,eauire uP nwswwat msy wmF Permit Expiration Date: 05123/2027 (based oo aawamme m�) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department sta%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 backfi/l 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-mquest.php or call: 360-427-9670,extension 400. OFFICAL USE ONLY MASON COUNTY S —L b - N D COMMUNITY SERVICES ` m m nerxrmtCPmmuxrynetlllJBnNa,ma�W neenN < y SWG2Z� - 00D�� o z Z ON-SITE SEWAGE SYSTEM APPLICATION D ;a13TI n APFLIGWT M Aaron Buechel (360) 490-5302 z M UNG AWRESS-81NEE,,CT,,STATE.LP CCOE •Z 6381 W. Shelton Matlock Rd. Shelton WA 98584 z BDEADDRE59-STREET.cIttzw CODE ' 6301 W. Shelton Matlock Rd. Shelton WA 98584 a NAMEGF OEBIpIER PHONE I N Dale L. Tahja (360)426-5940 NANECFMSTAL PNGNE m T.J. Goos (360) 490-0217 z PERW,PEfpb —) GRI p WUER SOURCE RRESIDENTIALOSS E,CONMUNITYOSS BCOMMENCULOSS 13PRIVATEIND1MDUAL1AELL IJPRIWTETNVF WELL 2 I-4 TYPEOF WCRN fPNv t,PUBLIC VMTER SYSTEM , ®NEWCONSIRUCTIONIUPORADES UREPAIRIREPLACEMENT ❑TABLENREPAIR IA BUBMIrtALB 13 sLNFA0IN8EN SNGE O EXISTING FAILURE ❑SHORELINE m Itl'iOESMNFORN(REDUIRED) I�1 ERSEPNC OESION(REQUIRED) BR]ROONS LOTSQ r0 IN t�'N41VER(8)QFAPPLICABLE) 3 2.84 acres x I o DB¢CnONa TD aT1EANo$NE CONOrtNWSfM.AUMTOPbI �� f� � � M r2 D Go out Shelton Matlock Rd. 6.3 miles, property on the left. Q IIIJ� t1J LC I o MAY 10 2024 0 o H M1E Misr BERAfAiFD ARDM AMWRD.AD ANDTEsnoLRS Mun BEaaoBEU RDx n3rAOLCMTIBGB. 9y OFFICIAL USE ONLY BELOW THIS LINE uFDRADEIFNLUPEsouRDEwRPPrcwP..Pm.n DVOLUNTARY DMAWTENANCENUNIPING DBUILDINGPERMIT DNDMESALE DCOWP NT DOTHER: IxevEcroRaoEwoe CDMMEN /CO101TpN8 x- U �CCCI RECgiD IXMVANG AND INBTALU.TION REPgIr V,WWIS V=V£RY G=MAVEILY 8•GND L•LWY d•81LT G•CIAY E•EXiNEI1ELY fl•ROOT9 REOIIIRFIIfOR FIWJ/BPNOVAL I TOR 0%IATURE DATE AP0.1GTgN EXPMTgNMTE n AF ISSUED BY DATE aJn�n�, 5-2 5� ��- z 7 Sz3- Y THIS LI MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE tMSON COUNTY WESSfTE REVBEDIWWS DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 0 1 7 — 4 2 — 0 0 0 5 0 A design will be reviewed when 3 conies of each of the following an submitted: v 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.Mmimum PaPer size: 11"X 1 T" PARCEL IDENTIFICATION Permit Number: SWG Designer's Name: Dale Tahja Applicant's Name: Aaron Buechel Designer's Phone Number: (300)4285940 Mailing Address: 6381 W.Sheath Matlock Rd. Designer's Address: 2450 W Deagen Rd W Shelton WA Seem Shaton WA 985M cityState ZipCity Suite Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biordbe ❑Sand Filter ❑Mound ❑Sand Lined Draiafield ❑Recirculating Fiber,Type: ❑Aerobic Unit Make/Model 05car X02 ❑Disinfection Unit MakelModel Other: Drainffeld Type ❑Gravity ❑Pressure ❑Trench ❑Bed EfSub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Oscar OS-100coils Daily Flow:Operating Capacity 270 gpd Length 7X7 ft Daily Flow:Design Flow 360 gpd Diameter Netafim Biollne in Septic Tank Capacity(working) 1,000 gal Number 3 Receiving Soil Type(1-6) 4 Separation 2 ft Receiving Soil Appi.Rate 0.6 gpd/ft' Orifices Required Primary Area 600 ft? Total Number of Orifices 300 emitters Designed Primary Area 600 ft, Diameter Netafm emitters in Designed Reserve Area 600 ft' Spacing 6 in Trench/Bed Width 20 ft Manifold Trench/Bed Length 30 ft Schedule7Class Sch.40 Elevation Measurements length 240 it Original Grainfield Area Slope 0 % Diameter i in New Slope,If Altered 0 % Preferred manifold configuration used? 0 Yes 21'No Depth of Excavation U"Ime 0 in Transport Pipe from Original Grade gown.slope 0 in Schedule/Clam Sch.40 Designed Vertical Separation 30 in Length 5 ft Gravelless Chambers Required? ❑Yes ld No 0 Optional Diameter 1 in Pump Required? fid Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day 412 Dill,in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 0.87 gal Grainfield Squat Height/Selected Residual(head) ddp ft Chamber Capacity(flood) t,o00 gal Uppermost Orifice 0 Higher 0 Lower than Pump Sbutoff Pump controls'Please check dense required Capacity®Total Pressure Head 30 Spun hl(Timer S(Evem Counter Calculated Total Pressure Head 50 ft If : P on oA A r re K U cnmmems MAY 2 3 2024 AudibleNisual Alarm required IN Ed MAY 3 2 2024 M UNTYENVIRONMENTAL HEALTH L HEALTH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 0 1 7 — 4 2 — 0 0 0 5 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch lid Test hole locations V Drainfield orientation and layout Reference depth from original grade: Ia soil logs 16 Trench/bed dimensions and Ef Septic tank 56 Property lines critical distances within layout 9 Drainfield cover 12f Existing and proposed wells ❑ D-BoxfValve box locations Reference depth from original grade within 100 ft of property 16 Septic tank/pump chamber and restrictive strata: 1Z Measurements to cuts,banks,and locations 59 Laterals,trench/bed,top and surface water and critical areas 19 Observation port location bottom 19 Location and orientation of 16 Cleanout location ❑ Curtain drain collector curtain drain and all absorption aj Manifold placement 16 Sand augmentation components 19 Orifice placement Other cross-section detail: m Location and dimension of EdRf Observation cleanouts primary system and reserve area to edgentral placement with distance ports/ m edge of bed Other Information m Buildings fid Audible/visual alarm referenced Yes No Ia Direction of slope indicator R1 Scale of drawing shown on scale Of ❑Design staked out 91 Waterlines bar ❑ ❑Recorded Notices attached 19 Roads,easements,driveways, ❑ ❑Waiver(s)attached ping 0 ❑Pump curve attached Id North arrow and scale drawing ❑ ❑Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer t be notified install r at time of installation E6 Yes ❑ No Signature of Designer Date w The undersigned has reviewed this design on behalf of Mason County Public Health and compliance with state and local ite regulatio t0" 7 f10 , ,, Health Specialist Date Sb4i CAUTION: DESIGN APP OVAL IS VALID ONLY UNDER THE FOLLOWING CONDFF 1 ✓ 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. Please Note: The system must be installed by a certi iA1Pljrq ,, unless prior authorization is obtained from Mason Co P �11 e PPRpVE Y232024 An Installation Fee is required. umrveNl,,RONMeNTALH This form may be scanned and available for public ty VW be. MASON COUNTY ENVIRONMENTAL HEAL- Opdated Date.17P/@015 Jew xq Tanks 1/3 1000 Galkm loon Gatim 213 V! Treatment tank Discharge tank r 51002 Bale L.Tahja - �� L .ENSED DESIGNER ao' PP R,0/1d, U E MAY 3,2- 24 : MAY 2 3 024 MASON CWJNTY.ENVIRONMENTAL HEALTH " j JBw MASON COUNTY ENVIRONMENTAL HEA Tr JBW OS-100 Coil Dttall: � � \ W aNaaYn9Wna I m The OS-100 OSCAR mil contains 100 0.42 gph Netafim emitters in a 50 sq. ft. foot print. Emitter concentration 8 2 emitters per sq. ft. Design flow for each OS-100 is 100 gpd. v Z 51 1 Fq R O V E O 4akL Ta ja ' e LICENSED DESIGNE Pr �o1 AY322024 MpV 13 MAV �NNYENVIRONMENTALHEALTH MP ��pO�NSVE�BW JBW ^2a �I '1 O\ SUBMITTAL DATA SHEET Thermoplastic Reinforced Thermoplastic motor bracket and discharge with built-in guide bearing.This 1/2 HP pump has a stainless steel top bearing and motor coupling.These are assembled with our A.Y.McDonald stainless steel motors.Two wire single phase models include pump, motor,and 10'lead. This four inch submersible issupplied with grounded leads meeting the National Electrical Code(N.E.C.)specifications. The performance curve below will assist you in choosing the pump that meets Your needs. MODELS E-30GPM E - 30 GPM 0 b 300 11491 • NTi1 — to _UINp.r4gi4BES. ,— --.—�- , --� — i kPlex 0 1 11 31 N iS N >e N is ea 9 t9 N N N N N n N Fourplea 0 21 N 99 N IN /N 140 IN FLOW 9PM Specifications 101-30 1 V2 1 Waft 1 115 1 10.94 j 9M 73 SUBMITTAL INFORMATION - Stainless steel pump shell and pump shaft - Powered by A,Y.McDonald submersible motors 172 HP. - Reinforced Thermoplastic diffusers and impellers - 1114"FNPF Discharge - Thermoplastic intake screen and cable guard NO-LEAD:The weighted average of the wetted surface of this nD4ead product contacted by consumable water contains less than one Quarter of one percent(0.25%)lead. Lowrldge OnnseRy��q(�10,01 s C. Tall Free:1-877-476-8823 daveMimnidgetech.com Oct ere,WR lgZ78 nn��, {3fA25-3335■-33�6222 1Crr oscamnsite.com AY McDonald considers the imor�atl mean ain2 MMd! M110M lrlr i�0� , ;are mMutto dWV WOW rMice Submitted by: MASON couNTv ENRONIUENT MAY 31 2024 MASON COUNTY ENVIRONMENTAL hP,LT,., taosa JBW JBW ��,0\`{ - �CYJo�JJ (�30\ W. z,Q\i�+nM� 'aR� -rAte_ SY ad, .v w SDdl L. W z w I ICENSED DE R O � z N _5 \� borcl z rn IM z S � R; a � �s ti mom m �y a - 7 7 � I q \o01 R�, sty c. O0 - yjl I r •G (° o 9