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HomeMy WebLinkAboutSWG2024-00188 - SWG Application / Design - 5/2/2024 MASON COUNTY di5N6SHELTON: ,SHELT967 ,EXT 404 SH STREET, ,SHEL ON, EXT 400 BELFAIR:360-2754467,EXT 400 Public Health & Human Services ELMA:360482,5269,EXT 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2024-00188 APPLICANT LAWSON MICHAEL A&GAIL P Phone: Address: 491 NE MOUNTAIN VIEW DR TAHUYA, WA 98588 OWNER LAWSON MICHAEL A&GAIL P Phone: Address: 491 NE MOUNTAIN VIEW DR TAHUYA,WA 98588 SEPTIC DESIGNER JON KNODEL' Phone: 360.589.7425 Address: PO BOX 2753 WESTPORT,WA 98595 SEPTIC INSTALLER JACOB PETTIT` Phone: 253-268-0322 Address: PO BOX 1460 SHELTON, WA 98584 Site Address: 491 NE MOUNTAIN VIEW OR Primary Parcel Number: 223195000027 Permit Description: Nonconforming repair 2bd pressure trench Permit Submitted Date: 05102/2024 Permit Issued Date: 05/14/2024 Issued By: Rhonda Thompson Current Permit Fees Paid: $805.00 (additional rea ma,m reamred upon Installation oisisrann). Permit Expiration Date: 05/06/2027 (casadondareounspecton) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staNper 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 Designer/Engineer installation approval prior to backfil/ofsystem 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-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY D MQry D S aL L, w s COMMUNITY SERVICES AAA. Aaa .. c m PNBIN HWIS ICunmunily HeaBhIDMMAm Wl Hedkh) w IMIDiilPateeevlMlnae�engl T_ O NMSUM.NkmMM1M SWG 001;1u - C)QaBWC z Zw ON-SITE SEWAGE SYSTEM APPLICATION > z APPUDAW pHoxE m m Michael Lawson 206-619-1085 0 CZ HALING ADDRESS-STREET,COY STATE,ZIP CODE 491 NE Mountain View Drive Tahuya WA 98588 a m SITE CD ,a9, 491RNE Mountain View Drive Tahuya WA 98588 � I ^' NAHEOFDEBMNER PHONE N Olympic Northwest Design & Drafting PLLC 360-589-7425 m I N NNAE OF MSTALLER PHONE O I W AAA Septic 253-268-0322 9 PERCcMOIYPE(vfW are) cc pHNIQNGYNTERSOURCE LA I ff RESIDENTXOSS EECOMMUNITYOSS B2CONMERCUILOSS EPRNATEINOMDUALVrELL k7PRNATETW0-PARTYWELL Z I � TVPEOFygSt(ab .) 10i PUBLIC WATER SYSTBA ff NEWCONSTRUCTIONIUPGRADES IgiREFAIRIREPLACEMENT OTHER DETALS(a 01h9aAMy) OTABLE I%REPAIR I Ir71 SUBMITTALS O SURFACING SEWAGE 8 EXISTING FAILURE HSHORELINE ELiOESIGNFORM(REOUIRED) ESEPTIC DESIGN(REOUIRED) BEDROOMS I LOTSIZE W I C) ff. MNER(S)(IF APPLICABLE) 2 0.75 acres x o DIRECMNSTOSI MDSRECONDITION$:le..bnFa "I From Shelton, northeast on WA-3, left on WA-300 at Belfair, right on NE Belfair Tahuya CD road, right on NE Haven Way, right on NE Mountain View Drive, left at 491 NE Mountain T- I o View Drive. N I N V yIE MUST BE FLAOpEO FROM MAM ROAD ANO IFST NOLFSM13T8FMBB®HTINTBdT NOliNM9M. CO I J OFFICIAL USE ONLY BELOW THIS LINE upGRAOE IFAIwRE SOURCE(brreptti,q Furyum) OVOLUNTARY 13MAINTENAHCEIPUMPING ElBUILDING PERMIT OHOMESALE J3COMPWNT (3OTHERr INSPECTORSORLOGS CCM.ENTSICONDITNINS CIS( 3-7-r m6ff cam, Y� p- 3Z ILL) 1 - r5 V-� '✓iN56 4- f,�1 801LCOpES. RECORD ORAMNGAND RISTALAT)ON REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si-SILT C=CIAY E=EXTREMELY R=ROOTS REOUMEDFOPFMALAPPHOVAL. INSPECTOR SIGWTURE MTE AppUCATION EFPIMTUN DATE APPLICATgNGPP11pVEN lRSUFO BY DATE S(mly THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIM ON&iMASON COUNTY WEBSRE REVISED IWW5 DESIGN FORM—PAGE ONE Assessor's Parcel Number:2 2 3 1 9 — 5 0 — 0 0 0 2 7 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist I Scaled plot plan, including all applicable items on checklist. I Cross-section sketch, including all applicable items on checklist. This form may be scanned and available for public view on the Mason Can Web site.Maximum er size: 11"X 17" PAR Permit Number. S%(i U Designer's Name: Olympic Northwest Design&orating Applicant's Name: Michael Lawson Designer's Phone Number: 360-689-7425 Mailing Address: 491 NE Mountain View Drive Designer's Address: PO Box 2753 Tahuya WA 98588 Westport WA 98595 City State 7i Ci State Zip ` - DESIGN PARAMETIligs Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑ Mound ❑ Sand Lined Drainfield ❑ Recirculating Filter,Type: 0 Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity OfPressure ffTmach ❑Bed ❑ Sub Surface Drip Septic Tank/Dminfield Specifications 9�1Laterals Number of Bedrooms 2 Schedule/Class Sch. 40 PVC Daily Fldw:Operating Capacity Igo 240 gad Length r 749,-44, _99, 24 F. Daily Flow:Design Flow 240 gpd Diameter 1 in Septic Tank Capacity(working) 1000 gal Number r 5 Receiving Soil Type(1-6) 5 Separation Receiving Soil Appl.Rate 0.4 gpd/fta \\ Orifices Required Primary Area 600 ft' Total Number of Orifices 40 Designed Primary Area 600 ft Diameter 1/6 ill Designed Reserve Area 0 (REPAIR) ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 50, 50,45, 30,25 ft Schedule/Class SCH. 40 Elevation Measurements Length 25 it Original Drainfield Area Slope 16 % Diameter 1.5 in New Slope, If Altered 16 % Preferred manifold configuration used? ❑Yes O No Depth of Excavation UP-:lope 13 in Transport Pipe from Original Grade Down-slope 6 in Schedule/Class Sch. 40 PVC v Designed Vertical Separation k'I/ � 24 m Length 148 ft Gravelless Chambers Required'+ LelYes [3 No ❑Optional Diameter 1.5 in Pump Required? If Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 2 Diff. in Elevation Between Pump&Uppermost Orifice 32.5 R Dose quantity 120 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 900 gal t/ Uppermost Orifice dHigher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 26 gpm EfTimer Whipse Meter I rEvent Counter Calculated Total Pressure Head 52 ft If Timer: Pump on 4 min, 37 see,pu Comments MAY 14 2024 Pressure distribution with 24" of vertical separation meeting treatment level E. MASON COUNTY ENVIRONMENTAL EAII DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 3 1 9 - 5 0 -- 0 0 0 2 7 PCtmiWumber: SWG _._... DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch • Test hole locations 9 Drainfield orientation and layout Reference depth from original grade: • Soil logs 9 Trench/bed dimensions and 19 Septic tank ® Property lines critical distances within layout Id Dminfield cover ti l bo x ox locations• Existing and proposed wells H D-Box/Va Reference depth from original grade within 100 ft of property 9 Septic tank/pump chamber and restrictive strata: 0 Measurements to cuts,banks,and locations Id Laterals,trench/bed,top and surface water and critical areas H Observation port location bottom IF Location and orientation of Ia Clean-out location B Curtain drain collector curtain drain and all absorption 9 Manifold placement IB Sand augmentation components 9 Orifice placement Other cross-section detail: 0 Location and dimension of 9 Lateral placement with distance Ig Observation ports/clean-outs primary system and reserve area to edge of bed Other Information H Buildings 9 Audible/visual alarm referenced Yes No ® Direction of slope indicator 9 Scale of drawing shown on scale ❑ If Design staked out H Waterlines bar ❑ 19 Recorded Notices attached pl Roads,easements,driveways, ❑ If Waiver(s)attached parking ❑ Iff Pump curve attached 19 North arrow and scale drawing ❑ Off Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Ef Yes ❑ No z? — ->_ i V1s3IiasY Sigut<ture of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be i o compliance with state and local on-site re lations: vW► `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. J 4 ZS ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: _ ✓ Drainfield site conditions have not been altered to adversely affect conditions o 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: 12/7/2015 Goulds Water - . • • Wastewater METERS FEET __ _. _ ___ __. .._ .._. ... 30 too _. SERIES:WS_BHF 90. DISCHARGE: 2" SOLIDS:2" 25 RPM:3500 80 � 10GPM Wr1 S F 0 ]0 eHF ug 20 '2 G ....._. _. _.. u 60 INS75eh PUMR Zf Y 5 'o77 W S�0 1 40 f O 10 30 WSU> HF WS0 20 - F s WS03 F 10 0 20 40 60 80 100 120 140 160 180 200 220 240 U.S.GPM 0 10 20 30 a0 s0 mi FLOW RATE DIMENSIONS (All dimensions are in inches.Do not use for construction purposes.) APPROVED MAY 14 2024 �12f MASON COUNTY ENVIRONMENTAL HEALTH RET ROTATION e „ 19" Discharge Flange i I �1' 7%�• Discharge Flange: KICK-BACK 6'_�� ®2" NPT standard ® ® ®3"NPT optional(order an A1-3) PAGES Pump Selection for a Pressurized System-Single Family Residence Project Lawson/OSS replacement 2 bedroom SFR Parameters Diswrge Aaaemay sue 2.00 InMm 100 Trempon LengM 145 lest Tanspod Pipe Clam 40 resold Line Size 1.50 inon. 90 Disaburng Valve Neil Nona Max Elevation Lin 32.5 bet Mandald Lino 25 and � Manifold Pipe Gass 40 Manifold Pipe Sue 1.50 inches Number of Laterals per Cell 5 Lateral LengM 35 feet 70 Leaned PiPo Class 40 Leasing Pipe Size 1.0 i.hes 0 Orrice Size 1a ingrain off'.a,., 5 feet p 60 ReaWual Head 5 feet Flaw Meter None Inches 9qp 'Addis'Mason Lames 0.5 feel S $0 E Calculations a Minimum Flow Has,per Orifiw e. 'pre 40 Number of OM Per Zone 40 Total Flow Rate par Zone 17.3 am F Number a Laands per Zane 5 30 %Flax 6Abantlal l stlLast OdSre 0.e % Transpod Vtladty 2.7 fps Frictional Head Losses 20 Loss Mmugh clearings os reM LoadsTanspod 2s feet Lam Mmugh Valve 0.0 bet 10 Lass in Manifold 0.1 Net Lass in Laterals 0.1 had Lass through Flaxmeter 0.0 bet 'Add-or'FAMan Losees es feet 00 20 40 80 80 100 120 140 160 Net Discharge(gpm) Pipe Volumes Vol of Tiampon Line 157 gals vol or Manilla 2.6 gals PumPData Le end Vol of lsarels per Zone ]9 gads Taal Valume 28.2 .Is PFEF100 Effluent Pump Spam curve: 1 HP,200V to Minimum Pump Requirements PumpC0lvs:— DeaignFlowRate 173 gam Taal Dynemu Head 417 feet Pump Optimal Ranga:� Operating Pai.O APPROVED Design Paim O MAY 14 2024 MASON COUNTY ENVIRONMENTAL HEALTH �IO RET DONOTSCALE. THIS DRAWINGS INTENDED TO BE PRINTED ON LEDGER SIZE SHEETS(11"N 17'f. 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