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HomeMy WebLinkAboutSWG2024-00041 - SWG Application - 2/7/2024 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 tri;�"°;r4,;' Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00041 APPLICANT David Stokes Phone: Address: 2910 SE Duchess Ct PORT ORCHARD, WA 98367 OWNER WICKLUND IRA MARTIN (60%) & LEAH (40%) Phone: 360-915-3479 Address: EQUITY TRUST COMPANY CUSTODIAN TENINO, WA 98589 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO Box 162 OLYMPIA, WA 98507 Site Address: 51 E Cascara Cove Ln Primary Parcel Number: 220202490091 Permit Description: New SFR -4BR Pressure Bed Permit Submitted Date: 02/07/2024 Permit Issued Date: 03/25/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system). Permit Expiration Date: 02/22/2030 (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. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE RECEIVED: . 7 6,....4 Cn > ONSITE SEWAGE SYSTEM APPLICATION AMOUNTRECEIVED:ce ^ RECEIVED BY: C W cn rn 415 N 6th Street,(Bldg 8) Shelton WA,98584 (/�/L/) �L/C/�� C Cl) Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 s` IG - to p V V a0aC�DD�I Z x Z APPLICANT PHONE > D DAVID STOKES 3608509171 m m MAILING ADDRESS-STREET.CITY,STATE.ZIP CODE r 2910 SE DUCHESS CT G PORT ORCHARD WA 98367 c SITE ADDRESS-STREET,CITY,ZIP CODE �y C, CO 51 E CASCARA COVE LN \ e. .. SHELTON WA 98587 71 NAME OF DESIGNER ` PHONE ADAM HUNTER 3607531226 NAME OF INSTALLER PHONE b.") TBD o IC CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE NEW CONSTRUCTION 0 RV HOLDING TANK ONLY ❑ PRIVATE INDIVIDUAL WELL (p w ❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY is( PRIVATE TWO-PARTY WELL - Z ❑ TABLE 9 REPAIR 0 SINGLE FAMILY ❑ COMMUNITY/PUBLIC WATER SYSTEMIC ❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: 1 vI CIUPGRADE TO EXISTING ❑ OTHER: BEDROOMS LOT SIZE ^rr' ❑ EXISTING FAILURE "Record Drawing required 4 1.01 co — .. for all Installations" r DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) O i n AGATE RD TO A RIGHT ON HAMMERSLEY REACH TO STRAIGHT ON CASCARA COVE --.0 LN TO SITE ON THE LEFT. GATE CODE: 1033# I P, o C; SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT El HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS / COMMENTS/CONDITIONS C . ---q(-4 iI/X`j 4--G L/ s i c "` D0 _ -7)f,J )b t, , + 0 614) SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS IN TOR SIGNATURE DATE APPLICATION EXPIRATION DATE I ATION APP OVED BY DATE - D-a`1 2 ZZ-27 WtLifs\j, 325 TH F AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBS la REVISED 12/7/2015 DESIGN FORM—PAGE ONE DESIGN AREVISIONssessor's Farcel Number: oZ _ O IL A design will be reviewed when 3 copies of each of the following are submitted: a� - - `'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: I"X 17" PARCEL IDENTIFICATION Permit Number: SWG ?,6,2,t{- ©DOS( Designer's Name: ADAM HUNTER Applicant's Name: DAVID STOKES 360-753-1226 Designer's Phone Number: Mailing Address: 2910 SE DUCHESS CT PO BOX 162 Designer's Address: PORT ORCHARC WA 98367 OLYMPIA WA 98507 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter ❑Sand Filter 0 Mound 0 Sand Lined Drainfield CI Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: ❑Gravi Drainfield Type ty E 'Pressure 0 Trench 'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class 40 Daily Flow: Operating Capacity 360 gpd Length ft Daily Flow: Design Flow 480 30 gpd Diameter 1 i Septic Tank Capacity 1250 n gal Number 8 Receiving Soil Type(1-6) 3 Separation 2.5 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Required Primary Area 600 ft Orifices Total Number of Orifices 104 Designed Primary Area 600 ft2 Diameter 1/8 Designed Reserve Area in 600 ft2 Spacing 29 Trench/Bed Width 10 in ft Manifold Trench/Bed Length 60 ft Schedule/Class 40 Elevation Measurements Length 10 ft Original Drainfield Area Slope 1 /o o Diameter 2 New Slope,If Altered in % Preferred manifold configuration used? ®'Yes 0 No Depth of Excavation Up-slope 24 in Transport Pipe from Original Grade Dovkv-slope 22 in Schedule/Class 40 Designed Vertical Separation 24 in Length 170 ft Gravelless Chambers Required? 0 Yes 0 No 6 'Optional Diameter 2 in Pump Required? Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 Orifice &a ft gal Chamber Capacity 1250 gal Uppermost Orifice I+ 'Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 42.840 gpm i . E lapse Meter Calculated Total Pressure Head 16.530 P PiRe i, Event Counter ?AGAL 4HRS Comments p ,Pump off MAR 2 5 2024 ���' 11 MASON COUNTY ENVIRONMENTAL HEALTH DESIGN FORM-PAGE TWO Assessor's Parcel Number: ,.c2 C.)aL -- , _- v oaL Permit Number: SWG —— DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch � Test hole locations ®' Drainfield orientation and layout Cross-Section Sketch f� Soil logs & Trench/bed dimensions and Reference depth from original grade: l' Property lines critical distances within layoutFir ErSeptic tank RC Existing and proposed wells g D-Box/Valve box locations Drainfield cover within 100 ft of property g Septic tank/pump chamber Reference depth from original li Measurements to cuts, banks, and locations and restrictive strata: grade surface water and critical areas 0 Laterals, trench bed, top and � Location and orientation of � Observation port location El Clean-out location bottom curtain drain and all absorption 0 Curtain drain collector components Manifold placement ❑ Sand augmentation Location and dimension of 12' Orifice placement Other cross-section detail: g Lateral placement with distance 6� Observation ports/clean-outs primary system and reserve area Pr Buildings to edge of bed O6a' Audible/visual alarm referenced Yes No her Information Direction of slope indicator ' Waterlines Scale of drawing shown on scale A ❑ Design staked out 12f Roads, easements,driveways, P P R O V ❑ ❑ Recorded Notices attached parkingE 0 0 Waiver(s)attached 6�f North arrow and scale drawing 3 0 0 Pump curve attached shown on scale bar MAR 2 5 2024 : 0 0 Evaluation of failure MASON COUNTY ENVIRONMENTAL HEAT, Non-residential justification JBW ❑ 0 Waste strength 0 0 Flow DESIGN APPROVAL The undersigned designer mu• • installer at time of installation M'Yes 0 No o .- I / 3/20/24 of Designer Date The undersigned has reviewed thi sign on behalf of Mason County Public Health and determined it to be in compliance with state and local o < regulations: Ire . 1n L\ 325.-2y En fro.'"tal Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: 2 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design 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 r MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#:22020490091 DATE SUBMITTED: 3/20/2024 LEGAL/LOT#: SP#2536 LOT A SUBMITTED BY: ADAM HUNTER APPLICANT: DAVID STOKES ADDRESS: 2910 SE DUCHESS CT PORT ORCHARD,WA 98367 I.CALCULATIONS NUMBER OF BEDROOMS= 4 RESIDENTIAL GPD FLOW= 480 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 0.8 GPD/FT2 REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 600 FT2 TRENCH LENGTH OR BED CONFIG.= 2-10FTX3OFT II.WATERPROOF SEPTIC TANKS COMPOSITION AND SIZE= 1250 GAL.CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= 2'-0" ROCK DEPTH BELOW PIPE= 0'-6" SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAUSEASONAL SATURATION= >1'-0" FILL DEPTH= 1 -3 TRENCH WIDTH= 10'-0" IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 80 ill. .• ,,, 0 ..„, .. . „„. . .....h.,,, NUMBER OF DOSES PER DAY= „. ... 3/20/24 p p ROVEw :.. , �� MAR 2 5 2024 t.4 A. `.e. ` '► MA 1 COUNTY ENVIRONMENTAL HEALTH ; ,....,,. ? 1•'1 ' 4' JBW .�� ADAM J.HUNTER •We+it ►, 24 VAt=: 2 V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 ORIFICE DIAMETER= 1/8 LATERAL#1 = SQUIRT HEIGHT(FT)= 5.00 (NOTE(2): ORIFICE DISCHRGE A PRESSURE HEAD))X(ORIFICE DIAMETER)S02 X 2)ROOT ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 30.00 ORIFICE SPACING= 2 5" DISTANCE FROM END CAP= 0'7" NUMBER OF HOLES= 13 LATERAL DISCHARGE RATE= 5.355 LATERAL#2=SQUIRT HEIGHT(FT)= .00 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 2'30.00 ORIFICE SPACING= 5" DISTANCE FROM END CAP= 0'7" NUMBER OF HOLES= 5.35513 LATERAL DISCHARGE RATE= LATERAL#3=SQUIRT HEIGHT(FT)= .00 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 2'30.0 5"0 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= NUMBER OF HOLES= 5.1335 LATERAL DISCHARGE RATE= LATERAL#4=SQUIRT HEIGHT(FT)= .00 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 2'30.0 5"0 ORIFICE SPACING= 7" DISTANCE FROM END CAP= 0' NUMBER OF HOLES= 5.35513 LATERAL DISCHARGE RATE= " 0 1 11 i MAR Z5 2CJ2y �A1-HEp,�ZN MPS JB 3/20/24 0 NOMIJ J.HUNTER I LATERAL#5=SQUIRT HEIGHT(FT)= 5.00 00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 30.00 2'5" ORIFICE SPACING= "5 DISTANCE FROM END CAP= 0'7 NUMBER OF HOLES= 5.35513 LATERAL DISCHARGE RATE= LATERAL#6=SQUIRT HEIGHT(FT)= .00 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 30.00'5"0 ORIFICE SPACING= 5" DISTANCE FROM END CAP= 0'7 NUMBER OF HOLES= 5.35513 LATERAL DISCHARGE RATE= LATERAL#7=SQUIRT HEIGHT(FT)= .00 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 30 2'5" ORIFICE SPACING= 7" DISTANCE FROM END CAP= 0' NUMBER OF HOLES= 5.35513 LATERAL DISCHARGE RATE_ LATERAL#8= 5.00 SQUIRT HEIGHT(FT)= ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 30.00 ORIFICE SPACING= 2'5" DISTANCE FROM END CAP= 0'7" NUMBER OF HOLES= 13 LATERAL DISCHARGE RATE= 5.355 ppROVE :� p ,,,. MAR 2 5 BA MASON couvr ENVIRONMENTAL HEALTH �BW 3/20/24 i', :It t i i I Y? ': i'•.�11 or • 6100412 r,..4 is AOAMJ.HUNTER T. Z. 24 { PAGE 4 Ii LENGTH DIAMETER FGOOW FRICTIOPM) N LOSS SECTION (FT) AB 170.00 2.00 42.840 5.1206 BC 1.00 2.00 21.420 0.0084 CD 15.00 2.00 16.065 0.0736 DE 1.25 2.00 10.710 0.0029 EF 2.50 2.00 5.355 0.0016 FG 30.00 1.00 5.355 0.5229 TOTAL= 5.730 •'TOTAL HEAD LOSS " 1)FRICTION LOSS THROUGH SYSTEM= 5.730 2)ELEVATION DIFFERENCE = 5.800 3)RESIDUAL = 5.000 TOTAL= 16.530 APPROVEuis: MAR 2 5 2024 MASON COUNTY ENVIRONMENTAL HEALTH JBW 3/20/24 } l► / v.:61 J ►► %a 5100412 'I':I -'. ADAM J.HUNTER ►► -E> ,, 4 ... ... • MYERS ME45 Capacity liters per minute 0 50 100 150 200 250 300 350 i I I I i I I I so - _ —is 40 1 -...12 . , ss 1 : 4- E c -0 vi,5 fa ' -a 2 I _ le 10 ' ,60 —3 —0 0 0 20 40 80 100 Capadty gallons per minute APPROVEi MAR 2 5 2024 MASON COUNTY ENVIRONMENTAL HEALTH IA3/20/24 JBW ....1 y..-4,"- ... • ... • ..-. ,...-z.,...i!, „„r-,- .4):,.•• .,..... ., ..:m• . .:-....- -.,:t:.• .rsi I., v:-'..4.•. ... : S 0,-x sm.: •4:1.i. Pz:: ADALI J.HUNTER ••!'.. 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