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HomeMy WebLinkAboutSWG2024-00005 - SWG Application / Design - 1/3/2024 (2) MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 ` SHELTON:360-427-9670, EXT 400 BELFAIR:360-275-4467,EXT 400 ' Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00005 APPLICANT Allison Thuotte Phone: Address: 10105 Sales Rd s TACOMA, WA 98444 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO Box 162 OLYMPIA, WA 98507 Site Address: 1731 E St Andrews Dr N Primary Parcel Number: 321225000229 Permit Description: New SFR -3BR Nuwater+ Subsurface Drip Permit Submitted Date: 01/03/2024 Permit Issued Date: 01/17/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/16/2027 (based on date of inspection) 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 Drain field 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 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: 360-427-9670, extension 400. • t - --Dk-isi G k) OFFICIAL USE ONLY at , MASON COUNTY DATE RECEIVED: O g _ i _ 9035 0J c 0 AMOUNT RECEIVED: RECEIVED BY': W (n -- Public Health & Human Services a y Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 n^ i I C N 415 N.6th Street- Shelton,WA 98584 S W G ^// )..F-/ — 0 006 6 5 O z !n CLEAR FORM ON-SITE SE r GE_SYSTEM APPLICATION z 3 73 m APPLICANT lisee . ' PHONE r GARY WHITE ) 3607640598 I- c MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE i 0,4 5820 KINNEY RD SW c� OLYMPIA WA 98512 co I,, SITE ADDRESS-STREET,CITY,ZIP CODE • 1731 E ST ANDREWS DR N ;1 SHELTON WA 98584 I N NAME OF DESIGNER r Q PHONE I iv ADAM HUNTER 3607531226 N N 01 NAME OF INSTALLER _7 m PHONE v I O TBD R- o N PERMIT TYPE(select one) O C C DRINKING WATER SOURCE N L�7 RESIDENTIAL OSS 1-1 COMMUNITY OSS IL l COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL z TYPE OF WORK(select one) a PUBLIC WATER SYSTEM LAKE LIMERICK NEW CONSTRUCTION/UPGRADES FREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE CI SHORELINE coC c EN DESIGN FORM(REQUIRED) I�SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4/112025? r I 0 EWAIVER(S)(IF APPLICABLE) 3 0.29 ElYES ❑J NO " DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) E ST ANDREWS DR TO SITE ON THE LEFT I r O SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 0 � I� • ‘i 5\ Cifj l;i f r .> tT () LE RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP: :TION APPROVDI ISSUED Y DATE —t l i (A. . -(t -21 i THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 mwinrgroi DESIGN FORM—PAGE ONE Assessor's Parcel Number: 321225000229 -- A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. Q 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: I1"X 17" PARCEL IDENTIFICATION Permit Number: SWG Designer's Name: ADAM HUNTER Applicant's Name: GARY WHITE Designer's Phone Number: 3607531226 Mailing Address: 5820 KINNEY RD SW Designer's Address: PO BOX 162 OLYMPIA WA 98512 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM DESIGN.PARAMETERS `:' Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter I'ATU BNR600 ❑Other Treatment Level(check all that apply): J A I B J C J BL 1 J BL2 J BL3 J E J N Drainfield Type ❑ Gravity ❑Pressure 0 Trench 0 Bed 'Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class DRIP Daily Flow: Operating Capacity 270 gpd Length 112.5 ft Daily Flow: Design Flow 360 gpd Diameter 1/2 in Septic Tank Capacity(working) 1200 gal Number 4 Receiving Soil Type(1-6) 4 Separation 1.5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 675 ft2 Total Number of Orifices 450 Designed Primary Area 675 ft2 Diameter DRIP in Designed Reserve Area 900 ft2 Spacing 12 in Trench/Bed Width 29 ft .. Manifold Trench/Bed Length 24 101a� E ''.. 40 Elevation Measurements p i•ength '• 40 ft Original Drainfield Area Slope 3 let r 1 in New Slope, If Altered N/A o „ , re >Irrtitl h I configuration used? ®'Yes 0 No t�;i`�ss_. C Depth of Excavation Up-slope 9 in JR Transport Pipe from Original Grade Down-slope 9 in Schedule/Class 40 Designed Vertical Separation 12 in Length 30 ft Gravel-based Drainfield Required? 0 Yes EMI No Diameter 1 in Pump Required? E2'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff.in Elevation Between Pump&Uppermost Orifice 4 ft Dose quantity 30 gal Drainfield Squirt Height/Selected Residual(head) DRIP ft Chamber Capacity(flood) 1200 gal Uppermost Orifice EiHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 11.2 gpm lS(Timer Cr Elapse Meter 0 Event Counter Calculated Total Pressure Head 92.6 ft If Timer: Pump on 30 GAL ,Pump off 2 HRS Comments REVISION TO AN EXISTING APPROVED DESIGN (GOING FROM 2 TO 3 BEDROOMS) RP„ieed•4/140075 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 321225000229 -- -- Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Rf Test hole locations I' Drainfield orientation and layout Reference depth from original grade: 9' Soil logs t' Trench/bed dimensions and I' Septic tank 9' Property lines critical distances within layout ®' Drainfield cover 1 Existingand proposed wells t' /V D-Boxalve box locations P P Reference depth from original grade within 100 ft of property 1 Septic tank/pump chamber and restrictive strata: P Measurements to cuts,banks, and locations Laterals,trench bed,top and surface water and critical areas E Observation port location bottom 1 Location and orientation of El Clean-out location Er Curtain drain collector curtain drain and all absorption 9' Manifold placement a Sand augmentation components 0' Orifice placement Other cross-section detail: fg Location and dimension of Q( Lateral placement with distance Er Observation ports/clean-outs primary system and reserve area to edge of bed f� Buildings g Other Information El Audible/visual alarm referenced Yes No Direction of slope indicator 6' Scale of drawing shown on scale Ef 0 Design staked out 1 Waterlines bar 0 0 Recorded Notices attached RI Roads,easements,driveways, 0 Elevation benchmark ive ❑ ❑ Waiver(s)attached parkingRs Vet0 Pump curve attached Ig North arrow and scale drawing ❑ ❑ Evaluation of failure shown on scale bar SEP 10 2025 Non-residential justification ❑ 0 Waste strength MASON COUNTY ENVIRONMENTAL HEALTH 0 0 Flow DESIGN APPROVAL The undersigned designer must b- -. •- -• by i i staller at time of installation �Yes 0 No 8/13/25 Sit,. il of aesigner Date The undersigned has reviewed this d: on behalf of Mason County Public Health and determined it to be in compliance with state and local on- ' :gulations: IF IA //Ai v II S Env. o T real Health Spec alist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 1_ 1—Z7 ✓ 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 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. Revised:4/14/2025 4 1 , N N W N + i. i MO ., �..,:Liq A -.. i a�f, APPROVE f. -,,,t,i.::„ 'q.43 ell 'i SEP 10 2025 7 MASON COUNTY ENVIRONMENTAL HEALTH JBW Hi 9;E .o.ENa. Eii -�n N•,MU] 7srlio '�'_iE y $ � opIII a88 aani � 3g to s t gag sf1IISfiK12 "aII S; Ka ii ; sib a $ :iI � €€n § € n a �l % A ba. we p o pw $ o ��1 ii• tr $p�s_i , acgs = m ITin ' $ $ cao1'0 C E3c.`; Iii2 iSog g C m ishig E v m it >W�p c_ au�A2m4, P; Z g a g i l i i i - 3 $ a 5 $ aiv�4e;g • G. o It ct " d g E d "Agi S 2 E r dos ;., •C a 5 = s a E $ a 0 8 •- , LL a 1 A _ E o gg S a $ ; 3 5 10§ r ® ,_S ,. a - y 8 �S o` E gg4E 0 - V $ •$ t f rl y a i j i 4;.o€ 0 3 $ .•,e•. m • a- X E S 0o._° w w -- Z € 'O•g g .'E'3=59 4111a I $loas8o Orenco Technical Data Sheet ' SYSTEMS Using a Pump Curve A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic head or"TDH"),providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line.For the most accurate pump specification,use Orenco's PumpSelect'"'software. Pump Curves 500 III �ririrari�ra 400 1 I I , Ei■■■■�PF10 Series,60 Hz,0.5 1.0 hp PF20 Series,60 Hz,0.5 1.5 hp 400 ��1 :Him 350 PF2o15 p�..IIIII..I.I..I �..• 4, 350 PF101JII.IIIIIIIII..I ' iIIII.I.......I. c300 = 300 1011UIII.I.I..II.I. = PF2010 1. —. p PF100JII\1 ■..■I■■■.■ 0 250 ........- • ....... 250 PF1005�I.I,III.III..II el — ea �WII.1�0II.IIIIII 0200 _ 200 ..11l�IIRV.III.I.I 'c 'U II.IIMONIN,.III..I �PF2oo5� ea E .II.II.����.II.II � 150 • 150• .�� �N���EME� I •ea �. m 1 i ....11111111.1111..1W11.... 100 :., '• . O 11111111111.....11.1101111.... 0 ' 50•II.I.I.IIIl IINENIII 50 III.I.III. 1C..I.II 0 0 2 4 6 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40 Flow in gallons per minute(gpm) Flow in gallons per minute (gpm) 900 , I I i f I I I f r _PF3050 - PF30 Series,60 Hz,0.5-5.0 hp — 800 i c 700 . C 600 PF3030 7/29/2 rJ R 500 .... ... , 400IPF3020 A, et 300 PF30151 b IPF3010 �``t ' ' � erwaiz •:�: w ZOO....-.. •• �'•' ADAEI J.HUNTER ••, 4 reti 100 .........PF30011.1........... . .. •rrr•ii;F:inrs''i:U.Q... .. .... ... 26 00 5 10 15 20 25 30 35 40 45 APPROVE y`z. Flow ingallonsperminute (gpm) ! ' SEP 10 2025 ,,.-;�;. MASON COUNTY ENVIRONMENTAL HEALTH JBW NTD-PU-PF-5 Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com Rev.3©01/21 Page 4 of 5 0 37 y // r------- . 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