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Home My WebLink AboutSWG2024-00288 - SWG Application / Design - 7/2/2024 SHEL 584 MASON COUNTY 415N 6THELTON: 80427TO70,EXT 40 SHELTON:360-2754467,EXT 400 4 BELFAIR:360-275+1467,EM 400 I Public Health & Human Services ELMA:3604825269,EXT 4W FAX:360427-7787 On-Site Sewage System Permit: SWG2024-00288 APPLICANT MCMASTERS DEREK JAMES Phone: 253-205-1677 Address: 130 E HILLDALE RD UNION,WA 98592 OWNER MCMASTERS DEREK JAMES Phone: 253-205-1877 Address: 130 E HILLDALE RD UNION,WA 98592 SEPTIC DESIGNER DALE TAHJA-Septic Designer Phone: 360-4265940 Address: 2450 W DEEGAN ROAD WEST SHELTON,WA 98584 SEPTIC INSTALLER TJ GODS* Phone: 360-490-0217 Address: 150 E MARISA PL SHELTON,WA 98584 Site Address: 71 N Kingsway S Primary Parcel Number: 422165200092 Permit Description: 2-bedroom pressure system wl OSCAR OS-100 coils Permit Submitted Date: 07/0212024 Pernit Issued Date: 07115/2024 Issued By: David Anderson Current Permit Fees Paid: $805.00 caddmonai fees may oe regairea open Installation of syatami Permit Expiration Date: 07110/2027 (based on dale onnsp von) 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 specked 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 backfi/l 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 088. 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/environmentallonsite/oss-inspection-request.php or call: 360427-9670,extension 400. OFFICIALUSEONLY MASON COUNTY 7 - - 0 �, ® COMMUNITY SERVICES "°" M N®B 00 m PWELxWMICammuntty HwnNErnlronmeirc+IHwIMI < y SWG lr�Z (xj y a o 2 y ON-SITE SEWAGE SYSTEM APPLICATION 3 A m n APRICANT PHONE m r Derek McMasters (253) 205-1877 c IMLLIN3ACOREWBREk�,CNY,6IATE.LPCOOE Ti '_ 130 E. Hilldale Rd. Union WA 98592 n a SREAUDRESS-srREEr.cm,�CcaE C .. 71 N. Kings Way S. Hoodsport WA 98548 3 A NAMEOFOESICf1FA FHCNE 3 I IAJ Dale L. Tahja (360)426-5940 t AECFINIMLLEt RIgXi 0 I N T.J. Goos (360) 490-0217 PER�MMI1IT V E ft Y .) C1 ORIMONO VMTER SOURCE ILIREBIDINYI OSS 11COMMUNITYOSS 1 COMMERCIPLOSS EIPRWATETWOFARWWELL I� TYPEOF VAJRN(WFYdINPUBLIC WATER SYSTEM I+bCWmnVANrCw , JDNEWCONSTRUCRONIUPGRADES FIREPAIRIREPLACEMENT OTHERDETAILS(N#MM ** 0TABLEI%REPAIR N IfJ1 suB�MRIrus O SURFACING SENMDE 0 EXISTING FAILURE SHORELINE EEDIESXONFORIA REQUIRED) I.�SEPTICDESIGN(REOUIRED) BEDROOMS LOT MTE 0 I N I]yIWAWERlS)(IFAPPLICABLE) 2 0.19 acre I0 IO dRECRON6TD Bm:PND BNE COnomoNs.(m.bNR.'I EeMI Go on Lake Cushman Rd., left onto Hoodsport/Potlach Rd., left onto Rainbow Dr., right onto Chinook Dr., left onto Kings Way S., property on left side of cul-de-sac. o I o -H I � ICo NI arrEMvsrBEFUOBEn FROMYAMRDAD ANDTESrNIXFS MusreEAuw+EU Mrx rESrxOLEAUMERE. N OFFICIAL U5E ONLY BELOWTHIS LINE UPEMDE I FALURE 6 W RCE N npatlry pIEP1PPN O V0.UNTARY OMNNrEWWCE,PUMPINO OBUILDING PERMIT GNOME SALE ODDMPLAINT r]DTHER N!8£CTCRSOlLW9 OOLWEHIBi CCNDITOxS Re�'t at zs Mf ill' Tft3;0 ?Z% " fillCR-R� pECMpDRA1MM.AND IN$LALIATION REPgET V.WW O�q yELLY B=SAND L•LGM SISLT C�OIAY E� REWIRED FORFlNALAGFROJAL INSGECIgi SMATURE GTE APPNGTpNEnimm NDiIE APPLIG OY£W19SIFD BV ANTE THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RWBED 1NFIDtE Nat i DESIGN FORM—PAGE ONE Assessor's Parcel Number: 4 2 2 1 6 — 5 2 — 0 0 0 9 2 A design will be reviewed when 3 wales of each of the following are 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. v Cross-section sketch,including all applicable items on checklist. nas he he sunned and avalleble for view on the Moon Web site.Almunrunt raise: 11"X17" Permit Number: SWG e. L Designer's Name: Data Table n Applicant's Name: Derek McMastem Designer's Phone Number: 3604265940 Mailing Address: 130 E.Hilldale Rd. Designer's Address: 2450 W Deegan Rd W Union WA 98592 Shelton WA saw C' State Zi C' : State Z t' m- ro-r _ •sat'r�ry' ^" Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drendield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Modcl ❑Disinfection Unit Make'Modei Other: N/A Drainfleld Type Cl Gravity 51 Pressure ❑Trench ❑Bed Id Sub Surface Drip Septic Tank/Drainfreld Specifications Laterals -- NumberofBedroom 2 Schedule/Class Oscar OS-100coils Daily Flow:Operating Capacity 180 gpd Length 7X7 it Daily Flow:Design Flow 240 gpd Diameter Netafim Bioline in Septic Tank Capacity(working) 1,000 - gal Number 3 Receiving Soil Type(1-6) 4 Separation 1 ft Receiving Soil Appl.Rate 0.6 r gpd/tit Orifices — Required Primary Area 400 — il Total Number of Orifices 300 emitters Designed Primary Area 400 ftr Diameter Netaflrn emitters in Designed Reserve Area 400 ftr Spacing 6 in Trench/Bed Width 17 ft Manifold Trench/Bed Length 24 ft Schedule/Class Sch.40 Elevation Measurements ' Length 200 ft Original Drainfield Am Stage 0 % Diameter i in New Slope,If Altered 0 a/ Preferred manifold configuration used? O Yes 6dNo Depth of Excavation up-dape 0 in Transport Pipe from Original Grade news+-slwa 0 in Schedule/Chas Sch.40 Designed Vertical Separation 26 in Length 5 ft Gmvellcm Chambers Required? ❑Yes Id No Cl Optional Diameter 1 in Pump Required? If Yes O No Dosing and Pump Chamber - Pump/Siphon Speciflcations — Number of doses/day 360 Diff.in Elevation Detwmn Pump Bc Uppermost Orifice 10 ft Dose quantity 0.67 gal Drainfield Squirt Height!Selected Residual(head) tl=p ft Chamber Capacity(flood) 000 gal Uppermost Orifice If ffigber ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity Q Total Pressure Head 30 gpm aftimer OElapse Meter i(Event Counter Calcalaled Total Pressure Head `� it If Tiuter: Pump on 0.32 min. pamp off 3..68 min. Comments Audible/Visual Alarm required DESIGN FORM—PAGE TWO Assessor's Parcel Number:4 2 2 1 6 — 5 2 — 0 0 0 9 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Id Test hole locations Ill Drainfield orientation and layout Reference depth from original grade: Ed soil logs Ri Trench/bed dimensions and Rf Septic tank Ed Property firm critical distances within layout Sif Drainfield cover 66 Existing and proposed wells Ed D-BoxfValve box locations Reference depth from original grade within 100 ft of property Ed Septic tank/pump chamber and restrictive strata: 19 Measurements to cuts,banks,and locations 69 Laterals,trench bed,top and surface water and critical areas 69 Observation port location bottom m Location and orientation of 69 Cleanout location ❑ Curtain drain collector curtain drain and all absorption Ed Manifold placement 56 Sand augmentation components 66 Orifice placement Other cross-section derail: 0 Location and dimension of 56 Lateral placement with distance fib Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 19 Buildings E6 Audible/visual alarm referenced Yes No id Direction of slope indicator Ed Scale of drawing shown on scale Ri ❑Design staked out 56 Wmedines bar ❑ ❑Recorded Notices attached 6d Roads,easements,driveways, ❑ ❑Waiver(s)attached parking 91 ❑Pump curve attached lid North arrow and scale drawing ❑ ❑Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Wastesoer" DESIGN APPROVAL The undersigned designer t be tifie byrli l taller at time of installation 56 Yes Cho L ) 5 2024 —\ N OOUNTYfN'✓IBONMEN7 Signature of Design Date DJA The wide4gried has reviewed this design on behalf of Mason County Public Health and determin W complianc with state and local on gw .ons: fi s yr � Environmental Health Specialist • Da �;,.. w CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CON ig u ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Draintield 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 form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/72015 Nk 5100211Dais L. ENSED E* R a" h \ � No' r - APPRo V Plilt Q MASoNcooNry rovi,o 2024 OJ4 NMf NtAG HfAG tk 1 ' I S� APpR®Ver 5,0021 Dmel T ,a JtlL 15 2024n"EN H - --- SEDDESIGNER MASONCOUN � VIRONMENTAL NEA1T� DJq ayx L 4 fr yy�� 05-100 cal Datait i eruw.rmnaa an� � I I PPR The OS-100 OSCAR coil contains 100 0.42 Qph Netafim emitters in a 50 sq. ft. foot print. Emt ter concentration is 2 emitters per sq. ft. Design flow for each OS-100 is 10o gpd. Z DE°IGNE w SUBMITTAL DATA 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 tour inch submersible is supplied with grounded leads meetingthe National Electrical Code(N.E.C.)specifications. The performance curve below will assist you in choosing the pump that meets your needs. MODELS E-3A6PO 00 E - dY GPM 9 rt _t 1 '. 1 i 13*31 tr 1/2HP.4STAPES '-r r � Flip Union a s a 1s 2e ffi r . r ^or JUG 5 2024 anno w__o 10 20 » 4e r 4a » r 0UN7gpNVl RO Famplea o r 40 r Be In 1» 141 to D NMfNTA(Nfgt FLew PM SperiMeatlons LOTJO I 1/2 PUstfc 115 , 1 1 10.94 9.53 23 �a SUBMITTAL INFORMATION - Stainless steel pump shell and pump shaft - Powered by 0.Y.McDonald submersible motors 1/2 RP. - Reinforced Thermoplastic diffusers and impellers - 11/4"WTOischarge - Thermoplastic intake screen and cable guard 1404EAO:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one percent(0.25%)lead. Lowrkige Ansfte T9chnologles,Inc. Toll Fran 1-8774764823 devawlawridgatech.com 00 P.O.Row 1179 Fax:1425-335-3622 ascamnsite.cam Lake Stevens,U 99259 AY Pdcamald considers the inbanabm mtns aoenbb drawing ewnct who pubhshed,gem and wum aveaebun9,induct ng specifiaances,ere subject to change wdmaa mum Submitted by: