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HomeMy WebLinkAboutSWG2024-00293 - SWG Application / Design - 7/3/2024 MASON COUNTY 415NBTHELTON:STREET,SHELTO70.EXT400 SHELTON:360-27 - 70,EXT 400 BELFAIR:380-275-0467,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX 360-427-7787 On-Site Sewage System Permit: SWG2024-00293 APPLICANT SHARP TERRANCE D&CATHERINE Phone: 253-677-2718 Address: 13321 60TH AVE E PUYALLUP, WA 98373 OWNER SHARP TERRANCE D &CATHERINE Phone: 253-677-2718 Address: 13321 60TH AVE E PUYALLUP,WA 98373 SEPTIC DESIGNER ADAM HUNTER" Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: )000 Eells Hill Rd Primary Parcel Number: 421187500050 Permit Description: New 5-bedroom pressure system wl sand lined bed Permit Submitted Date: 07/0312024 Permit Issued Date: 0912612024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (additional fees may 5e requimd upon imnalleMna sysbm). Permit Expiration Date: 07117/2027 (camd on dale a laspamoo) 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 DesignerlEngineer 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 OS& 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: masonwuntywa.gov/health/envimnmentaUonsite/oss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH ONSITE SEWAGE SYSTEM APPLICATION ANGiJNWD _ FRIERILBYZFS W N 415N6th Stre 4hWg8) SheltonWA,98584 amyl Shelton:36BID9670 ex[I00 Belhir 360-D5-4C67 ext 900 SWG ` _ �ac,� oLo 0 7VY 2 f%1 APIRUCA HO E TIMNSHARP P2533808787 IF, 0 MAILING ADDRESS-STREET.CRY STATE.ZIP CODE r 13321 60TH AVE E PUYALLUP WA 98373 c ^/ 3 L 11�I slTEaoDREss-STREET,cm.AR CODE XX W EELLS HILL RD SHELTON WA 98584 z NAME OF DESIGNER PRONE LJ� ADAM HUNTER 3607531226 I _ NAME OF INSTALLER PHONE I(V TBD CHECK ALL APPLICABLE ITEMS ORINgNG WATER SOURCE Z 0' NEW CONSTRUCTION [3 RV HOLDING TANK ONLY [if PRIVATE INDIVIDUAL WELL N 0 REPLACEMENT SYSTEM Q INSTALLATION PERMIT ONLY 0 PRIVATETWO-PARTYWELL = TABLE 9 REPAIR [3 SINGLE FAMILY [3 COMMUNITYMUBLIC WATER SYSTEM p TANK(S)ONLY [3 COMMERCIAL SYSTEM NAME: 0 UPGRADE TO EXISTING O OTHER'. BEDROOMS Lai sME 1 TI 0 EXISTING FAILURE "RecwdOnrMy rpuhatl 5 bIYI1 M9YlYllani" r DIRECTONSTO SITE-BE SPECIFIC ANDADVISE GEARY NEEDED INFORMATION FORACCESS I—MckeG gale) I WA102 TO A RIGHT ON W EELLS HILL RD FOR 5.1 MILES TO SITE ON THE LEFT. ti '] WITH d.ENUM8ER JUL 032024 R MA SITEMUSTBEAGGED FROMINROADAND TES IX TRESMVSTBEFIAGGEO_ 8 O OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(Er GONIP,puryoms) OVOLUNTARY QMAINTENANCEIPUMPING O BUILDING PERMIT OHOMESALE OCO1MPLAINT QOTHER. INSPECTOR$OIL LOGS oII COMMENTSICONDITIONS 40 tct6n I w Li I p I 1 I � M 1 SOIL CODES' V=VERY G=GRAbELLV $=SWO L=LOAM 31=SILT C=CLAY E=EXTREMELY R=ROOTS INSP CTOR SIGNATURE DATE APPLICATION�I� OpTE� � � APPLICA APPROVED DY �� GATE THIS FORM MAY BE SCANNEDAND AVAILABLE FOR PUBLIC VIEW ON THE/MLSON COUNTYWEBSRE REVISED 1a 015 DESIGN FORM—PAGE ONE Assessor's Parcel Nurnber:4 A design will be reviewed when 3 conies of each of the fonowiog are submitted: Completed design form that has been signed and dated. 0 Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. 0 Cross-section sketch,including all applicable items on checklist. This form maybe scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number SWG-C •- Designer's Name: ADAM HUNTER TIM SHARP Designer's Phone Number: 360-753-1226 Applicant's Name: �' 13321 60TH AVE E PO BOX 162 Mailing Address: Designer's Address: PUYALLUP WA 98373 OLYMPIA WA 98507 City State zip Ci State Zi DESIGN PARAMETERS ' Treatment Device ❑Glendon Biofilter 0 Sant Filter 0 Mound El' Sand Lined Drainfield ❑Recirculating Filter,Type: _— ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Drainfield Type J ❑Gravity Pressure ❑Trench 00 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 5 / Schedule/Class 40 Daily Flow:Operating Capacity 450 r gpd Length 60 it Daily Flow:Design Flow 600 i gpd Diameter 1.25 in Septic Tank Capacity 1500 1 gal Number 5 Receiving Soil Type(1.6) 1 — Separation 2 - R Receiving Soil Appl.Rate 1 gpd/R2 Orifices Required Primary Area 600 jla Total Number of Orifices 100 Designed Primary Area 600 lit Diameter 118 in Designed Reserve Area 600 Rr Spacing 36 in Trench/Bed Width 10 R Manifold TrenchBed Length 60 it Schedule/Class 40 Elevation Measurements Length 8 ft Original Drainfield Area Slope 2 — % Diameter 2 in New Slope,If Altered 2 /a Preferred manifold configuration used? 6iYes 0 No Depth of Excavation UpsmPe 48 in Transport Pipe from Original Grade OaNa-xlopc 46 in Schedule/Class 40 Designed Vertical Separation 24 in Length 35 fit Gravelless Chambers Required? ❑Yes 0 No d0ptional Diameter 2 in Pump Required? &(Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications - Number ofdoses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 100 gal Orifice fi Chamber Capacity 1� gal Uppermost Orifice dHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 41.193 gpm 00 y1 inter Gil;lapse Meter GfEvent Counter Calculated Total Pressure Head 9176 It If Timer: Pump on 1000AL .Pump off 4HRS Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number: ___ -- _ -- Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Rf Test hole locations IZ Drainfield orientation and layout Reference depth from original grade: E9 Soil logs 9 Treach/bed dimensions and R( Septic tank 9 Property lines critical distances within layout 9 Drainfield cover 99 Existing and proposed wells 9 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Ed Septic tank/pump chamber and restrictive strata: EZ Measurements to cuts,banks, and locations ❑ Laterals,trenchibed,top and surface water and critical areas 19 Observation port location bottom EZ Location and orientation of 19 Clean-out location ❑ Curtain drain collector curtain drain and all absorption 61 Manifold placement ❑ Sand augmentation components IZ Orifice placement Other cross-section detail: EZ Location and dimension of Ed Lateral placement with distance It Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information E9 Buildings 9 Audible/visual alarm referenced Yes No E9 Direction of slope indicator 9 Scale of drawing shown on scale d ❑ Design staked out Rf Waterlines bar ❑ ❑Recorded Notices attached 9f Roads,easements,driveways, ❑ ❑Waiver(s)attached parking ❑ ❑ Pump curve attached 9 North arrow and scale drawing ❑ ❑ Evaluation of failure shown on scale but Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPRON AL i The undersigned designer [ nc 'fied by installer at time of installation 9 Yes ❑ No 7/2/24 I ture of Designer Date �A^_ The undersigned has review 's design on behalf of Mason County Public Health and de[err»tQbe in compliance with state and loc on-sit jgnlatr i�6� 71Z6/�lJZt�'�SON� SFa�sl VFO Envi nmental Health Specialist Date''"kl_ OZ4' CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING COPDI7T,t�� 4mtw ✓ The design is stamped"Approved"by Mason County Public Health. N A, ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Dminfreld 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 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE p: PARCEL M:421187NNW DATE SUBMITTED: TY112024 LEGAULOTC ME OF SURVEY 531108 SUBMITTED BY: ADAM HUNTER APPLICANT: TIM SHARP ADDRESS: 13321 WTH AVE E PUYALLUP,WA W373 L CALCULATIONS NUMBER OF BEDROOMS= 5 RESIDENTIAL GPD FLOW= 600 IF NONJ SIDENTIAL-GIRD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 1 GPDIFT2 REDUCTION=IF CV NKIFNOREOUCPONTAKEN DRAINFIELD SIZING ABSORPTION AREA= 6W FT2 TRENCH LENGTH OR BED CONFIG.= 10FT X 60FT SAND UNDER BED II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 15M GAL.CONCRETE NEW OR EXISTING NEW III.GRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= T-O ROCK DEPTH BELOW PIPE= 01-61 SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERWLISEASONAL SATURATION= 'Y-V FILL DEPTH= 1'-T TRENCH WIDTH= 10'-M W.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 100 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS 40 ORIFICE 118 APPROVED SEP 2 6 2M MASON COUNTY ENVIRONMENTAL HEALTH DJA 7/2/24 i14?l\\�11�\yam LATERAL HEIGHT SQUIRT HEIGHTDISCH (NOTE O ORIFICE DISCHARGE SU E HEADBIX(ORFILE DNMETEHI302% SO DISCHARGE HARGE PRESSURE HEAD) ORIFICE DISCHARGE RATE= OW.w LATERAL LENGTH FEET= ORIFICE SPACING== T 31 V 0' DISTANCE FROM END CAP= 12 8• NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 8.239 LATERAL n= SQUIRT HEIGHT ITT)= 5'W ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= SOW ORIFICE SPACING= T 0' DISTANCE FROM END CAP= 1'8' NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 8.239 LATERAL k3= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= OA1193 LATERAL LENGTH IN FEET= 80.00 ORIFICE SPACING= T v DISTANCE FROM END CAP= VW NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE_ &239 LATERAL N4 SQUIRT HEIGHT(TT)= 3.00 ORIFICE DISCHARGE RATE= OAt 193 LATERAL LENGTH IN FEET= 80.00 ORIFICE SPACING= 3'w DISTANCE FROM END CAP= 1'8' NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 8.239 LATERAL NS= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE- 0.41193 LATERAL LENGTH IN FEET= ROAD ORIFICE SPACING= 3'w DISTANCE FROM END CAP- 1'W NUMBER OF HOLES= 20 LATERAL DISCHARGE RATE= 8239 APpR®Vzp AasoN SEP 161014 .. 7/2/24 UOUNTyENVlR NNENTAL HEALTH ' AWY,.NYY,FN LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) A8 30.00 2.00 41.10 0.84N 80 1.OD 2.00 24.716 0.0109 CD 2.00 2.00 18A71 0.0103 DE 2.00 2.00 8.239 O. 0 EF 80.0D 1.25 8.239 0.5113 TOTAL= 1AT57 TOTAL HEAD LOSS 11 FRICTION LOSS THROUGH SYSTEM= 1.478 2)ELEVATION DIFFERENCE = 2.800 3)RESIDUAL = S." 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