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HomeMy WebLinkAboutSWG2026-00148 - SWG Application / Design - 6/4/2026 SHELTOMAS0N COUNTY 415 N 6TH STREET 0427-9N,WA 98584 SHELTON'.360-427-9670,EXT 400 BELFAIR'.360-275-4467,EXT 400 Public Health & Human Services ELMA 36082-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00148 APPLICANT Hunter,Adam Phone: 360753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 OWNER MCTURNAL WILLIAM 8 &JANET F Phone: 1.360.701.1033 Address: PO BOX 12048 OLYMPIA,WA 98508-2048 Site Address: UNKNOWN Primary Parcel Number: 320227790032 Permit Description: New 3BR SFR -Pressure Permit Submitted Date: 05113/2026 Permit Issued Date: 07/22/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06104/2029 (based on date of Inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 8 This septic permit does not permit timber to be cut or removed on the property. Cutting of more than 5,000 board feet of timber(including live, dead and down material) for personal use only(i.e., firewood, fence posts, etc.) in any twelve-month period will require a Class IV-General Forest Practices Approval(FPA) from Mason County. Removal of any timber from the site will require a Class IV-General FPA from Mason County. 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/healthienvironmentallonsite/oss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY 4 MASON COUNTY ATE°F`E'°` 051�3 oac� = 0 N CEIVED B• Public Health & Human Services 7j� 0p1LI1J6 Y ED 915Nnmenpl He&th lfi0i.WA985eex1A00 or$60-DS-<io et aDO SWG L ` I - _ Dc1 q ,T O A x I5 N.III Steer-S"T"'.WA AM' t"�t•J o V Z 0 ON-SITE SEWAGE SYSTEM APPLICATION > PHONE r APPLICANT M 360-208-2236 z CE BILL MCTURNAL 3 HUNG ADDRESS,STREET.Cm STATE.ZIP CODE WESTPORT WA 98595 A PO. BOX 1768 SITE ADDRESS.STREET CITY LP CODE 0 CRESTVIEW N PHONE NAME OF DESIGNER 3607531226 JIM HUNTER I O HONE NAME OF INSTALLER 360-280-2236 BILL MCTURNAL DRINKING WATER SOURCE 0 PERMIT TYPE ENTIALel C D PRIVATE INDIVIDUALWELL O PRIVATE TWO-PARTY WELL Z RESIDE TIALOSS IIOOMMLNITYOSS Iu COMMERCIAL O5S 0 PUBLIC WATER SYSTEM TYPE OFWDRV I ALAI - Y 0 TABLE X REPAIR NEW CONSTGTRUCTIONf UPGRADES❑REPAIR IREPLAGEMENT OTHER T SEPTIC DESIGN BEDROOMS� SURFACING SR DETAIlS EEWAGE 0 EXISTING FAILURE 0 SHORELINE I SUBMITTALS LOL SIZE WAS LOT CREATED AFTER 11 5'1 1120 0 JI DESIGN FORM(REOUIREUI El NO ro I 1 3 109125F YES WAIVER(S)(IF APPLICABLE) DIRECT IONS TO SITE AND SITE CONDITIONS Al IAOkefi9ale) 1 C3 CRESTVIEW TO ADDRESS"1121" PARK AT WHITE FENCE AND FOLLOW FLAGGING TRAIL TO TEST O I C PITS r I OA II SITE MUSTBE FLAGGED FROM MAIN ROAUANB TEST HOLES MUST BE FLAGGED WITH TEST ROLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE Um reCAmo3`` .IOTHER ❑VOLUNTARY ❑MAINTENANCEIPUMPINGQ BUILDING PERMIT QHOME SALE COMPLAINT O COMMENTS A CONDITIONS INSPECTOR SOIL LOGS L % } o RECORD DRAWING AND INSTALLATION REPORT SCILCODEs', REQUIRED FOR AINALAPPROVAL V=VERY O=GRAVELY S=SAND L=LOAM SI=51Li C=TION ELACHOUMELY R=ROOTS DATE APP ATION APPROVE°I ISSUED BY INSPECTOR IGNATURE DATE APPLICATION EXPIRATION DATE THIS RM Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revisetl.O1I0912U2fi Assessor's Parcel Number: DESIGN FORM-YALE ONE A design will be reviewed when 3 wuies of each of the following are submitted: hcflble items on checklist. v Completed design form that has been signed and dated. Scaled layout sketch,including all app Scaled plot plan,including all applicable items on ehecist. Cross-section sketch,including all This form may be scanned and available for public vieF the Mason County Web site.b/aximumcnpaper e items e size l/''rX IIT` PARCELTIFICATION ner's Name: JIM HUNTER _ -- Permit Number: Sw0_ "'�--- O ner's Phone Number. 3607531226_— — _ Applicant's Name: BILL MGTURNAL __ PO BOX 162_— P.O. BOX76 18 gner's Address: __—Mailing Address: _--WA State Zip OLYMPIA— WA 98507City RT WA 98595 JHANDASSOCIATES@HOTMAILd�,gyStale 7_i gner's Email — RAMETERSTreatt Device©Recirculating Filter ❑ATU _ ❑Other__Gldn ®SandFilter ©Mnuvd ®SandLinedUrainfi Treatment Level(check all that apply): ❑ A ❑B ❑CBRutBI'- flU ❑P. N, JDfield Type ❑Bed ❑ Sub Surface DriopM Tr❑Gravity LateralsSepticTank/Drainfield Specifications403 Schedulc/ClassNumber of Bedrooms 50 ftngthDaily Flow: Operating Capacity270 KPd1.25 in360 gpdDiameter �--Daily Plow: Design Flow q1200 galNumberSeptic Tank Capacity(working) q Scpatatiun 6 itReceiving Soil Type(1-6) Orifices0.6 gp100 Receiving Soil Appl.Rate 'total Number of Orifices Required Primary Area 600 ff Diameter 3/16 in 600 ft` —�— llesignod Primary Area 24 in 1000 4' Spacing Designed Reserve Area 1000 Trench/Bed width 3 ft 40 200 ft schedule"Class Trench/Bed Length 18 it 1 ength Elevation Measurements 2 in 5 % Diameter -- Original Slope,If Altldered Area Slope 5 % Preferred manifold configuration used? Yes No New If Altered Transport Pipe DeUp-slope 9 in fromof Excavation l ee 40 Cron,Original Grade pc.,a,,,_.lopc 6 in Schedule/Class � 24 in Length 80 tl Designed Vertical Separation Required? 2 in Diameter Gravel-based D:ainfield Required? ®Yes C' No - Dosing and Pump Chamber Pump Required'? ®Ycs©No6 Pump/Siphon Specifications Number ofdoses/day �-- gal Diff in Elevation Between Pump&Uppermost Orifice_ _b Dose quantity 90.7 P Y 2 {t Drainfield Squirt 2 Chamber Capacity(Dodd) 1200 gal Height/Selected Residual(head) Pump controls: Please check those required. bd Timer Elapse Meter (ZEvent Counter Uppermost Odfice®Flire ©l-over than Pump Shutoff Capacity Ca:Total Pressure Head 58.818 gPm If Timer: Yum on 90.7 Pump off 90 Comment 13.323 R Calculated Total Pressure Head s JUN 0921726 t' a hS "a%U '-._'.„i_il A_riEARevised:6/11/2025 Jaw DESIGN FORM—PAGE TWO Assessors Parcel Number: Permit Number SWG�,t�— DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cro7�woh,"bg�l Sketch J6 Test hole locations Drainfield orientation and layout Refeh front original grade. Soil logs f� french/bed dimensions and ftank Vf Property lines critical distances within layout ield cover @listing and proposed wellsD-BoSNnlve box locations Refeh from original gradeSeptic tank/pump chamber and strata:within 100 f[of propertyMeasurements to cuts, hanks,and location's ls, trenchPoed, top and surface water and critical areas V Observation port location bottom Clean-ow location Curtain drain collector Location and orientation of V Sand augmentation curtain drain and all absorption id Manifold placement components V( Orifice placement Other cross-section detail'. id Location and dimension of Observation ports/clean-outs Lateral placement with distance primary system and reserve area to edge of bed Other Information yc Buildings Audible/visual alarm referenced Yes No 1� Direction of slope indicator Ij Scale of drawing shown on scale ❑ Design staked out bar ❑ Recorded Notices attached Waterlines it ❑ Waiver(s)attached Roads,easements,driveways, Elevation benchmark and ronents W( 0 Pump curve attached perking elevations of system components 11 ❑ Evaluation of failure id North arrow and scale clawing l, Y shown on scale bar l � ' 131 - Non-residentialjustification catlon UN 0 2026 4 ❑ ❑ W ❑ 0 Fl The undersigned designer must be notified by alter a [' �snstallatian • Yes O Signature c aligner Date The undersigned has reviewed this design on behalf of Mason County Public Health and d to be in compliance with state and local on-si egulations".� Envir/tit Health Speciali Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER TI1E FOLLOWINGION:✓ The design is stamped"Approved" by Mason County Pubbc Health. '✓ TheOnsite Sewage Permit has not expired, the Permit Expiration Date is:✓ Drainfield site conditions(rave not been alteredto dversely affect conditions ofdesignpp . 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:6/11/2025 PAGE I MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE p: PARCEL : 32022-77-90032 DATE SUBMITTED: 05113126 LEGAI/LOT#'. SUBMITTED BY: JIM HUNTER APPLICANT. BILL MCTURNAL ADDRESS: PO BOX 1768 WESTPORT,WA 98595 I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 360 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE 06 GPDIFT2 REDUCTION=! DRAINFIELD SIZING ABSORPTION AREA= 600 FT2 TRENCH LENGTH OR BED CONFIG.= 200FT II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= ROCK DEPTH BELOW PIPE= 0'-B pp■ SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE P 9 MATERIAL/SEASONAL SATURATION= 2-0 J. F FILL DEPTH= 1' ' TRENCH WIDTH= 3-O . JUN 0 9 207.9 V.PUMP REQUIREMENT M000til ' DOSING VOLUME IN GALLONS= 60 a NUMBER OF DOSES PER DAY 6 V.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE DIAMETER= 3116 �rA ; f ` 11. 1, 2�. PAGE 2 LATERAL 91 = 2.00 SQUIRT HEIGHT(FT)= 0P,;IcE^!mmT6a50?,r ._.c 'I 9fTIF;,5 H SJ WARGER4I—p;1°1 SO ROOT OF' PRESSURE HEP01 058610 ORIFICE DISCHARGE RATE= 50 OO LATERAL LENGTH IN FEET= 2.0" ORIFICE SPACING= 1'9" DISTANCE FROM END CAP= P5 NUMBER OF HOLES= 14655 LATERAL DISCHARGE RATE_ LATERAL b2= 200 SQUIRT HEIGHT(FT)= 0.58618 ORIFICE DISCHARGE RATE= 5000 LATERAL LENGTH IN FEET= 2.0• ORIFICE SPACING= T 0" DISTANCE FROM END CAP= 25 NUMBER OF HOLES= 14655 LATERAL DISCHARGE RATE= LATERAL#3= 2 00 SQUIRT HEIGHT(FT)= 0 50610 ORIFICE DISCHARGE RATE= 50.00 LATERAL LENGTH IN FEET= 2'00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP 25 . .Q+.y, • M NUMBER OF HOLES= 14655 ii y4 LATERAL DISCHARGE RATE II 11 CCII �+ LATERAL Y4= 200 . ' JUN V 9 20 SQUIRT HEIGHT(FT)= 0 58618 ORIFICE DISCHARGE RATE= 50.00 :;SON CO -A'TH LATERAL LENGTH IN FEET 2'0" ORIFICE SPACINGS 1'0" DISTANCE FROM END CAP= 25 NUMBER OF HOLES= 14 655 LATERAL DISCHARGE RATE= LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) AS 80.00 2.00 58.61 B 4.304 BC 200 2.00 29309 0030 CD 250 2.00 14655 0010 1.25 14655 1 478 DE 50 00 TOTAL= 5823 ff ,. "TOTAL HEAD LOSS " " 5.823 T'{ ' H11 I)FRICTION LOSS THROUGH SYSTEM 5.500 F \ �- 2)ELEVATION DIFFERENCE 1 / 000 poT1 3)RESIDUAL ( • '-111 TOTAL= 13.323 cn ! S tfc [,g^.fl tc , 'Q.2 tt MYERS ME45 SERIES CAPACITY LITERS PER MINUTE 300 350 I5 0 50 Io° ISO 200 250 50 12 40 EL" ME45 UI HP 92 z 30 6 = 420 F 3 0 OV ° 20 30 40 5° JUN 0 �n'F o CAPACITY GALlON5 PER MINUTE s-13 Z ye I i � I I ,J • • VV Ir-IY (` zz E; I1 r ' Z I .N u ii ______ L- __ s { r < v I o yC' Z � ZI o r � i c i' cr - CI f I > F� r r P . C �. diii W A N � �N ��'p fey N III 1 t b $, o � p ' i