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HomeMy WebLinkAboutSWG2024-00229 - SWG Application / Design - 9/28/2026 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY B SELELFAIR 36049-4460,EXT 400 TON 360-95-4466,EXT 400 ELM A:360482-5269,EXT 400 Public Health & Human Services FAX:360427-7787 On Site Sewage System Permit: SWG2024.00229 LOU N r{ APPLICANT MS40 LLC Phone: 425-615-1638 Address: CIO SAM WANG BELLEVUE,WA 98006-5041 Email: SAMW1638@GMAILCOM OWNER MS40 LLC Phone'. 425-615-1638 Address: CIO SAM WANG BELLEVUE,WA 98006-5041 Email: SAMW1638@GMAILCOM Phone: 360-753-1226 SEPTIC DESIGNER JIM PO BOX 162 OLYMPIA,WA 98507 Address: Email'. jim@buntersepficdesign cam Phone: 360-280-2236 SEPTICAddress: INSTALLER WILLIAM x1 048 Olympia,WA 98508-2408 Eddress. Email: rncturnalj@rflsr1.com Site Address: 351 E Panorama Dr Primary Parcel Number: 320215601024 New 2bd pressure trench-REVISION Permit Submitted Date: Permit Sub 05/22/2024 Permit yued Date: 0912 612 02 6 Issued By: Rhonda Thompson Current Permit Fees Paid: $710.00 leddmmnal fees maybe required upon Installation of sysfemj. Permit Expiration Date'. 06/10/2027 (base ""date otns°enmm 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 ups/ape and downs/ape 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. 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: or call: masoncountyw360-027 9670 extension 400.nsiteloss-inspection-request.php ( iEEj 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY S BELFAIREL :360-275-4467.36075-9467.EXT 400 AIR EXT 400 ELMP'.360582-52269,EXT 400 Public Health & Human Services FAX 360427-7787 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 055- 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: or call: masoncountyw360-4Z7-9670e extension n401alonsiteloss-inspactfon-request.php OFFICIAL USE ONLY DATE a.<EINLD. '1 o c N MASON COUNTY DON CF D D m 0 o 0 Public Health & Human Services ≤ N s'G croak - Oo aa� N Go Env'ronroent31 He&t i 360-427-9670,en,.ABD or 360-27 ,t 1J5-4467,e 400 -A 415N.6Ih5UvO Shellnn,WAP85tl4 Z (0 ON-SITE SEWAGE SYSTEM APPLICATION m 0 HONE r APPLICANT 360 280-2236 z C BILL MCTURNAL 3 MAILING ADDRESS-STREET.CITY SLID ZIP 1768 P CODE WESTPORT WA 98595 P PO BOX SITE ADDRESS.STREET CRY ZIP COOS SHELTON WA 98584 p 351 EAST BRIDGER LN I PHONE NAME OF DESIGNER 3607531226 DI JIM HUNTER PHONE Q I CJ NAME OF INSTALLER Ni I A 0 DRINKING WATER SOURCE PERMIT TYPEE onn) KRESIOENTLTIALOSS Fl COMMUNITY OSS rICOMMERCIALOSS 0 PUBLIC AC LL 0 WATER SYSTEM SHORECREST PARTY WELL TYPE OF WORN/5ele&t nneI NEW CONSTRUCTION/UPGRADES❑REPAIR/REPLACEMENT 0 Py R SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE w SUBMITTALS O BEDROOMS LOTSIZE WAS WI CREATED AFTER4/.12V1sv DESIGN FORM REQUIRED) Ej SEPTIC DESIGN(REQUIRED) /.S 0 2 0.21 YES ❑ WAIVER(S)(IF APPLICABLE) DIREL➢DNS TO SITE AND SITE CANDID ONE (ev linked Qato) r 0 S�o� TO 2C'zD I SITE MUST BE FLAGGED FROM MAIN ROAD AND TESTHOLES MUST BE FLAGUEDWITN TESTHOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAIT URE SOURCE Iron revOr InO P Iv se ) ❑VOLUNTARY ❑MAINTENANOEIPUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHE Si CONDITIONS INSPECTOR COMM L I2� S \ \ (I( 5 RECORD DRAWNG AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL V=VERY G=GRAVELLY 5=SAND L=LOAM ATE SILT C=CLAY E=E%TAT R=ROOT INSPELiOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATIONAPPROVEDI ISSUED BY DATE 1pItoh"111x1vAN / vBAIV THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised 0110912826 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 32021-56-01024 A design will be reviewed when 3 copies of each of the following are submitted: r 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.Maximum paper sine: II"X 1?" ���q ''P�/ARCEL IDENTIFICATION Permit Number: SWG�� 1/�y_ Designer's Name: JIM HUNTER BILL MCTURNAL Designer's Phone Number. 3607531226 Applicants Name: - — _ PO BOX 1768 Designer's Address. PO BOX 162 Mailing Address: — OLYMPIA WA 98507 WESTPORT WA 98595 City State Zip _ _ _ City State Zip Designer's Email JHANDASSOCIATES@HOTMAILgi DESIGN PARAMETERS Treatment Device OGlenden ©Sand Filter OMound Osand Lined Drainfield ORecirculaung Filter O Al II ❑ Other _ Treatment Level(check all that applcl: ❑ A ❑ B ❑ C ❑ Hl.l ❑ 81.2 ❑ BL3 ❑ E O N Drainfield Type ❑ Gravity O Pressure f(Treach ❑ Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number f Bedrooms 2 Schedule/Class SCH40 Daily Flow: Operating Capacity 16 C, gpd Length 45 ft Daily Flow: Design Flow ___ gpd Diameter 1 1/4 in Septic lank Capacity(working) 1200 gal Number 3 Receiving Soil Type(1-6) 4 Separation ( ft Receiving Soil Appl. Rate Q , W gpd/ft2 Orifices Required Primary Area 4O3 ft2 Total Number of Orifices 69 Designed Primary Area 4OS ft2 Diameter 3/16 in Designed Reserve Area Ca OO h2 Spacing 24 in Trench/Bed Width 3 ft Manifold Trench/Bed I ength 45 ft Schedule/Class SCH40 Elevation Measurements Length i2 it Original Drainfield Area Slope �__r Diameter 2 in New Slope. If Altered >,( lA % Preferred manifold configuration used?OYesONo Depth of Excavation Up-slope t'L in Transport Pipe from Original Grade gown-slope (0 in Schedule/Class SCH40 Designed Vertical Separation 24 in Length 20 ft Gravel-based Drainfield Required? Oyes®No O Diameter 2 m Pump Required? OYes0No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump& Uppermost Orifice 1.5_ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual (head) 2 h Chamber Capacity(flood) 1200 gal Uppermost @ ificeQHirhH OLower than 46 Shutoff Pump controls:Please check those required Capacity C Total Pressure Head 40.446 gpm �Timer .d Elapse Meter Pf Event Counter Calculated Total Pressure Head 5.266 ft if Ti e ' P n 60 ,Pump off Comments SEP 282026 HEALTH RET Revised:6/11/2025 DESIGN FORM— PAGE TWO Assessor's Parcel Number:32021-56-01024 Permit Number: SWU - DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch id Test hole locations I ' Drainfield orientation and layout Reference depth from original grade: of Soil logs V Trench/bed dimensions and j Septic tank it Property lines critical distances within layout V Drainfield cover Q( Existing and proposed wells ' D-Box/Valve box locations Reference depth from original grade within 100 ft of property V Septic tank/pump chamber and restrictive strata: V Measurements to cuts, banks, and locations Laterals,trench bed,top and surface water and critical areas V Observation port location bottom V Location and orientation of V Clean-out location V Curtain drain collector curtain drain and all absorption ' Manifold placement V Sand augmentation components Vorifice placement Other cross-section detail: V Location and dimension of V Lateral placement with distance 9f Observation ports/titan-outs primary system and reserve area to edge.c of bed Other Information V Buildings V Audible/visual alarm referenced Yes No Direction of slope indicator " Scale of drawing shown on scale R ❑ Design staked out V Waterlines bar it ❑ Recorded Notices attached Roads, casements, driveways, ' Elevation benchmark and relative " 0 Waiver(s) attached parking elevations of system components V ❑ Pump curve attached North arrow and scale drawing V ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ O Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by instal e^��,gn,, of installation()Yes Q NoTh Signature Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and Local on-site regulations: Environmental Health S ecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped "Approved'by Mason Count, Public Health. h ✓ 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:6/11/2025 PAGE 1 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 32021-56-01024 DATE SUBMITTED: 08/14/26 LEGAL/LOT#: SHORECREST TERRACE SUBMITTED BY: JIM HUNTER 3RD ADD LOT 24 APPLICANT: BILL MCTURNAL ADDRESS: PO BOX 1768 WESTPORT,WA 98595 I. CALCULATIONS NUMBER OF BEDROOMS 2 RESIDENTIAL GPD FLOW= 240 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.6 GPD/FT2 REDUCTION=LEI VE BLANK 11 NO REDUCTCN TAKEN DRAINFIELD SIZING ABSORPTION AREA= 405 FT2 TRENCH LENGTH OR BED CONFIG.= 135 FT II. WATERPROOF SEPTIC TANK COMPOSITION AND SIZE = 1200 GAL.CONCRETE NEW OR EXISTING = NEW III. DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= nRAvELLEssnIAMEs ROCK DEPTH BELOW PIPE= s„A„EvusCH—BERs SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >2 -0" FILL DEPTH - 1 _0• TRENCH WIDTH= 3 - IV. PUMP REQUIREMENT �4t�l DOSING VOLUME IN GALLONS = 60 1111`' NUMBER OF DOSES PER DAY= 4 Y 1 / V. PRESSURE CALCULATIONS USING PIPE CLASS 40 f ORIFICE 3/16 „x APPROVED « ` " SEP 282026 MASON COUNTY EW]RCNMEN'TAL HEALTH RET PAGE 2 LATERAL#1 = SQUIRT HEIGHT(FT)= 2.00 (NOTE(2P ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETE)SQ2 X SO ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 45.00 ORIFICE SPACING= 2.0" DISTANCE FROM END CAP= 0 6" NUMBER OF HOLES= P3 LATERAL DISCHARGE RATE= 13.482 LATERAL#2 = SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 4500 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 23 LATERAL DISCHARGE RATE = 13.482 LATERAL#3 = SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 45.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 01 6•• NUMBER OF HOLES= 23 LATERAL DISCHARGE RATE= 13.482 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 20.00 2.00 40.446 0.542 BC 1.00 2.00 26.964 0.013 CD 20.00 2.00 13.482 0.071 DE 45.00 1.25 13.482 1.140 i1 TOTAL= 1.766 L "'TOTAL HEAD LOSS may ? P 'S Y1 1)FRICTION LOSS THROUGH SYSTEM= 1.766 t 1.c 0`i 2)ELEVATION DIFFERENCE = 1.500 6A no I'icr' `ik - tea. 3)RESIDUAL = 2.000 APPROVED TOTAL 5266 SEP 282026 MASON COUNTY EWRONMEHTAL HEALTH RET MYERS ME3 SERIES CAPACITY LITERS PER MINUTE 0 s0 - 100 ISO 200 250 40 12 ss �/FyF�3 46 10 � 30 w z2 F''F S 20 Fib 6 ❑ u= 15 S 4 O10 U 5 0 :h_ CAPACITY GALLONS PER MINUTE APPROVED SEP 282026 tt' YAS0I% CCU TE4r1R0NYENTALHEALTH RET Z ti D O D O O 0 0 D Z A 'a p D m p O O m m c i 0 0 m m m z < c m x m W n =ow n rn- � z a ? -- - om > Zw m � o m p n zI — ._ _ Z 0 w m (� c -i O ti x i m -i > m rn om Z O z m m 0 m m A Z O ➢ O n m - T Z Z ITI y ➢ o 0 o A n y Om n vzi z y w n 0 m C C m n D A M M A Z n x $ m m y m m c� A m O p D C1 m m m m x z i o ➢ N n `^ o a ➢ OA o ''. yrmni m row Tz A H _ on i Iyo Oa c m m z m m m ?I In rn CJ z O ti m to m a w m m m 0 ➢ z A O n 2 m Da ' U�1 D 9 m c) r r p < A r A S r r Ivm xz Azn 0A o oA ro `° z om IymoDl m r n < D D m Om m Ir w n o y o m m r 0 0 _ ? 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