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HomeMy WebLinkAboutSWG2022-00087 - SWG Application / Design - 10/22/2025 415 N 6TH STREET,SHELTON,WA 98584 A : MASON COUNTY SHELTON:360- -4467,EXT 400 BELFAIR:360-275275-4467,EXT 400 ...�"' Public Health & Human Services ELMA:360-482-5269,EXT 400 r f� FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00087 (,OIJN'(Y APPLICANT BILL MCTURNAL Phone: 360-280-2236 Address: PO BOX 1768 WESTPORT, WA 98595 OWNER MS40 LLC Phone: 425-615-1638 Address: PO BOX 53083 BELLEVUE, WA 98006 SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226 Address: PO BOX 162 OLYMPIA, WA 98507 SEPTIC INSTALLER WILLIAM MCTURNAL* Phone: 360-280-2236 Address: PO Box 12048 Olympia,WA 98508-2408 Site Address: 40 E SHORECREST DR Primary Parcel Number: 320215303027 Permit Description: New 3bd pressure trench Permit Submitted Date: 03/18/2025 Permit Issued Date: 10/20/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/25/2028 (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 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 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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE RECEIVED: 0 �J - /y Zo25 5 l /� Cr) cn > ONSITESEWAGE SYSTEM APPLICATION AMOUNT REC I ED:�/ / RECEIVED BY: I/Id l l o m 415 N 6th Street,(Bldg 8) Shelton WA,98584L/,!J� //7�M„C`_ C N Shelton:360-427 9670 ext 400 Belfair:360 275 4467 ext 400 S' A VV1 G 2D25- - 600 g 7 a 73 73 Z U) z PHONE > D APPLICANT 7� m 70 n BILL MCTURNAL 360 280-1768 m � 9 r MAILING ADDRESS-STREET CITY STATE,ZIP CODE C' ' Z PO BOX 1768 N WESTPORT . WA 98595 _ r--1 ® co SITE ADDRESS-STREET,CITY,ZIP CODE lu n 40 E SHORECREST DR SHELTON WA 98584 xi NAME OF DESIGNER PHONE I(3,) JIM HUNTER P11-11 x 360 753-1226 .5i NAME OF INSTALLER �� PHONE v CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE I NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL ( bj TWO-PARTY WELL❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATEZ }— SYSTEM NAME SHORECREST ❑ TABLE 9 REPAIR SINGLE FAMILY Ed COMMUNITY/PUBLIC WATER SYSTEM . N ❑ TANK(S)ONLY 0 COMMERCIAL �`-�' ❑ UPGRADE TO EXISTING 0 OTHER BEDROOMS LOT SIZE ❑ EXISTING FAILURE "Record Drawing required 3 O 2_. 0 3 -i O r6 / W for all Installations" 0 DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) 0 I AGATE TO SHORECREST TO LOT ON RIGHT. i\i'l r b O -4 I'3,-.) SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS �� OFFICIAL USE ONLY BELOW THIS LINE C> C\ 7' UPGRADE I FAILURE SOURCE(for reporting purposes) /.,^ 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: V�\1 COMMENTS I CONDITIONS INSPECTOR SOIL LOGS 0 —kji I & SLJIVDOrS _ 1) oI © � ��GS (-F, 1c) -20 -3-0 a� ....et a).04p4AA-7. Zc -n�� -) fm LTIA /S 3 04 cp--1011 1 S if YvV_ PcS Til I 0+ o‘l-itJV►rl I Vq6k r/V Tin ` ft 1-04A^t. 'C\. -k-1 lc : D -to 6 s SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE cIIA Itc 3I2 s-f7 ` I 74/W � REVISED 12(II2015 THIS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE DESIGN FORM—PAGE ONE Assessor's Parcel Number: 32021-53-030-27/028 A design will be reviewed when 3 copies of each of the following are submitted: 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 size: 1I"X 17" PARCEL IDENTIFICATION Permit Number: SWG u7i --Q00? -7 Designer's Name: JIM HUNTER Applicant's Name: BILL MCTURNAL Designer's Phone Number: 360-753-1226 Mailing Address: PO BOX 1768 PO BOX 162 Designer's Address: WESTPORT WA 98595 OLYMPIA WA 98507 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑ Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑ Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑ Gravity RI Pressure RITrench 0 Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 ft r'3ci 2_ Daily Flow: Operating Capacity '2-1'2-10 gpd Length '1Di 21.1-; z-,S,>1,,1 Daily Flow: Design Flow `3 Lz 0 gpd Diameter 1 in Septic Tank Capacity 1200 gal Number 8 Receiving Soil Type(1-6) 4- Separation ix/ ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area BOO ft2 Total Number of Orifices 102 Designed Primary Area tst 0`'' ft2 Diameter 3/16 in Designed Reserve Area la. 0 d 1^'f ft2 Spacing 2 in Trench/Bed Width 3 ft Manifold TrencbBed Length 200 ft Schedule/Class 4 i7 Elevation Measurements Length 4 L- ft Original Drainfield Area Slope 1 0 % Diameter 2 in New Slope,If Altered L 0 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope t Co in Transport Pipe from Original Grade Down-slope in Schedule/Class 40 Designed Vertical Separation 24 in Length 50 ft Gravelless Chambers Required? 0 Yes ieNo 0 Optional Diameter 2 in Pump Required? leYes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 90 gal Orifice 11.500 ft Chamber Capacity 1200 gal Uppermost Orifice re Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 59.790 �� n 12l lase Meter ReEvent Counter Calculated Total Pressure Head k'(,C 4-3 ft" "P PI : u bd 61.i._. _Comments OTT T 2 2 2025 ' .9 MASON COUNTY ENVIRONMENTAL HEALTH RET MAR 1 6 2025 Di DESIGN F&kM—PAGE TWO Assessor's Parcel Number: 32021-53-03027/028 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 1 Test hole locations ®' Drainfield orientation and layout Reference depth from original grade: 9' Soil logs Er Trench/bed dimensions and 61 Septic tank 9 Property lines critical distances within layout ®' Drainfield cover Existing and proposed wells 6' D-Box/Valve box locations Reference depth from original grade within 100 ft of property 9' Septic tank/pump chamber and restrictive strata: 9' Measurements to cuts,banks, and locations 0 Laterals,trench bed,top and surface water and critical areas E Observation port location bottom El Location and orientation of a Clean-out location 0 Curtain drain collector curtain drain and all absorption Er Manifold placement 0 Sand augmentation components ®' Orifice placement Other cross-section detail: g Location and dimension of El Lateral placement with distance 9' Observation ports/clean-outs primary system and reserve area to edge of bed 121' Buildings Other Information El Audible/visual alarm referenced Yes No 9' Direction of slope indicator 11 Scale of drawing shown on scale 12( 0 Design staked out 9' Waterlines bar 0 0 Recorded Notices attached 9' Roads, easements,driveways, 0 0 Waiver(s) attached parking ❑ 0 Pump curve attached 9' North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified taller t' e of installation 0 Yes 4' No .3 —1"3-Z-, Signature f Designer 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: ssw� c d rZt,124--- Environmental Health Speci list Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. 2 fe (� ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: J ✓ 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. Updated Date: 12/7/2015 PAGE 1 MASON COUNTY ENVIRONMENTAL HEALTH ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 32021-53-03027/028 DATE SUBMITTED: 3/13/2025 LEGAL/LOT#: LOT 27,28 SHORECREST ADD SUBMITTED BY: JIM HUNTER BLK 3 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= 0.6 GPD/FT2 REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 600 FT2 TRENCH LENGTH OR BED CONFIG.= 200 FT II.WATERPROOF SEPTIC TANKS COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= 0'-9" ROCK DEPTH BELOW PIPE= 0'-6" SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= >2'-0" FILL DEPTH= 1'-0" TRENCH WIDTH= 3'-0" IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 90 NUMBER OF DOSES PER DAY= 4 AppRO r, VED / � ` 3 _ -2s OCT 21 2025 MASON Cour, • < nEhV1RONMEh'tAlHEALTH ` ` '``.71 Vr ECEIW s aul3"3 "e. 0, !.AMES MAR 1 8 2025 icaisft)Dr 1(:1FR EXP! ES: O3122/1_(;, By PAGE 2 V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 ORIFICE DIAMETER= 3/16 LATERAL#1 = SQUIRT HEIGHT(FT)= 2.00 (NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X SO ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 13 LATERAL DISCHARGE RATE= 7.620 LATERAL#2= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 30.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 1'0" NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8.793 LATERAL#3= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 28.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 1'0" NUMBER OF HOLES= 14 LATERAL DISCHARGE RATE= 8.207 LATERAL#4= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 27.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 14 LATERAL DISCHARGE RATE= 8.207 3 - (4 --_S.. 4,4 APPROVED �2 , OCT222025 SI,.).�3 s, + O JAMES R.M t4TER F*�1 MASON CGUNTY ENVIRONMENTAL HEALTH �'crti.SE6 DtslcivE-R -` f+ ik RET EX SS: 03/22/. C • PAGE 3 LATERAL#5= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 25.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 13 LATERAL DISCHARGE RATE= 7.620 LATERAL#6= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 23.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 0'6" NUMBER OF HOLES= 12 LATERAL DISCHARGE RATE= 7.034 LATERAL#7= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 22.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 1'0" NUMBER OF HOLES= 11 LATERAL DISCHARGE RATE= 6.448 LATERAL#8= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 20.00 ORIFICE SPACING= 2'0" DISTANCE FROM END CAP= 1'0" NUMBER OF HOLES= 10 LATERAL DISCHARGE RATE= 5.862 .P ti APPRVED T Iw:73 2. . OC 2� � jA�4ES,�.>•P;raTER �_ 2025 LICEgsr.i)DESIGNER MASON COUNTY ENV1RGN,4�ENTAI HEALTH EXPIRES: 03/22/ RET minisorionommliiillifir • PAGE 4 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (Fr) (IN) (GPM) (Fr) AB 50.00 2.00 59.790 2.7905 BC 1.00 2.00 32.826 0.0184 CD 1.00 2.00 25.206 0.0113 DE 5.00 2.00 16.999 0.0272 EF 65.00 2.00 8.793 0.1046 FG 25.00 1.00 8.793 1.0905 TOTAL= 4.043 **TOTAL HEAD LOSS " 1)FRICTION LOSS THROUGH SYSTEM= 4.043 2)ELEVATION DIFFERENCE = 11.500 3)RESIDUAL = 2.000 TOTAL= 17.543 lipp #qS p �0 o '/ s t4 -2-55 Cyr C �/ ') 'Sw' s',1' . ii!,5". *47 .4-‘`?; 1,7 (73 i'-,1-1k. yC4lTly 51vU273 sA O !AMES R.HINTER F17 LICENSE")pF.SSGNER EXPR ES. 03/22./Z!o I MYERS ME45 SERIES • • CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 50 15 40 12 E F1$F/2 Hp �Z 30 9 Z u] 0 J 20 6 I Q ..I I— — Q 10 _ _ 3 0 -- - 0 0 10 20 30 40 50 60 70 80. 90 100 CAPACITY GALLONS PER MINUTE • • • r—iy ), � � �F r `�'i0 ,,, 1a sf /�� �1(A'ili 5I04/273 rj. y� ic r-sMES R.M0r1TER F� • ,)N• UCF.I SFt?DEK,NER ' EXPW.iS! 63/22/. • . 1 •�` . /,� \,)'------ — 15, • • KJ .‘:, (0:.,,,, , 5,, — — - 1, .. .. 7 .. 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