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Home My WebLink AboutSWG2024-00166 - SWG Application / Design - 4/23/2024 SHELTON,WA 584 MASON COUNTY 415NBTHELTON: , 0427-97 ,EXT 400 SHELFAIR 360-427-9670,EXT 400 BELFAIR:360-275-0467,E%T 400 Public Health & Human Services ELMA:360482-5289,E%T 400 FAX 360427-7787 On-Site Sewage System Permit: SWG2024-00166 APPLICANT GO Feasibility Phone: 206-219-0565 Address: PO Box 1176 Sumner,WA 98390 OWNER EGGIMAN GEORGE WILLIAM 11 & Phone: CINDY Address: 15666 SE 303RD PL KENT, WA 98042 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: 110 NE BEAR RDG Primary Parcel Number: 322247600030 Permit Description: New 3 bd ATU with UV to pressure bed Permit Submitted Date: 04/2312024 Permit Issued Date: 09/2712024 Issued By: Rhonda Thompson Current Permit Fees Paid. $540.00 (adduonai mesmay be mauo-ed eaon insredadan orsytem). Permit Expiration Date: 05/06/2027 leased on data d inwecdonl Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staflper 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 specked 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.govlhealth/environmentaL'onsite/oss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH KID _ ONSITE SEWAGE SYSTEM APPLICATION MOUrt D W ay 415N6thStree(181d98) 5heltwWA,98594 b` • Si DR SWW:360-427-9670e)M400 BelfziD360-2754467cC400 SWG _ OOON s YY A 2 T%! MMICMIT PHONE GO FEASIBILITY 2538617323 m m MMUNG ADDRESS.STREET,Cm,STATE,aP CODE r PO BOX 1176 SUMNER WA 98390 c MTEnooREss-sTREET crtr.aP WDE W 110 NE BEAR RIDGE RD BELFAIR WA 98582 m NWE OF DESIGNER PHONE ` . ADAM HUNTER 3607531226 vV NAME OF INSTALLER PHONE TBD CHECNXLAPPUI'ABLE ITEMS DRINIONGVMTERSWRCE O Of NEW CONSTRUCTION [3 RVHOLDINGTANKONLY Of PRIVATEINDIVIDUALWELL y Al 0 REPLACEMENTSYSTEM 0 INSTALLATION PERMIT ONLY E3 PRNATE TWO-0ARTY WELL = V_ Q TABLE 9 REPAIR [3 SINGLEFAMRY 0 COMMUNRYIPUBLICWATERSYSTEM O TANK(S)ONLY O COMMERCIAL SYSTEM NONE: I 1 UPGRADE TO EXISTING [3 OTHER: BEDROOMS LOTSME I�'I EXISTING FNLURE "RRpe,eom rpuN.n 3 6.65 Iw.nMmn.4om• r I� OEECDg1S TO SUE-BE SPECIFICNIDADVM OFANY NEEDED INFORMATKW FORACCESS(tt k y ) I" NORTH SHORE RD SOUTH OUT OF BELFAIR TO A RIGHT ON CANYON DR, CONTINUE ON HURD RD TO STRAIGHT ON BEAR RIDGE TO SITE ON THE RIGHT. Ip r y O I" SIIEIRMIBEMOGEO FNgI YAINROA0AN01ESTXOtEB NU9IBFFLABO®MITH lESTNOIENUYBEHd OFFICIAL USE ONLY BELOW THIS LINE VPGR /FAILUI✓E SOURCE fb�rapvYrN p�eWwp) OVOLUNTARY OMMNTENANCVPUNPING QBUILDINGPERMR OHOMESALE 13COMPLMW QOTHM: INSFECTORSOILLOOS �� \ COMMENTS/f/JHDRIQVS 2Z t u o}IAvl. oLha ,a �( � APR 23 2024 aoacooEs: „13; p -�'6 � cuv-'/IT'�i•11 BY V-VERY G-GRAVELLY S-SAND L-UOAM SI•SILT C-CLA RWaY R-ROOTS INSPECTIXi SNiNANRF DATE APPMCATON EYPI =.DATE /.FPLIGTXMIPGPROYED nY MTE 9 b � 1I�I WV-1 Vm THIS FORM MAYS SCANNED ANb AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBBRE RET/IS IWO010 DESIGN FORM—PAGE ONE Assessor's Parcel Numbera-_7�,a — —t( -- ��03C� A design will be reviewed when 3 conies 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. J Cross-section sketch,including all applicable items on checklist. This form maybe sunned and available for public view on the Mason County Web site.Maxiniuni paper size: 11"X17 ' PARCEL IDENTIFICATION Permit Number: SWG Designer's Name: ADAM HUNTER Applicant's Name: GO FEASIBILITY Designer's Phone Number: 360-753-1226 Mailing Address: PO BOX 1176 Designer's Address: PO BOX 162 SUMNER WA 98390 OLYMPIA WA 98507 City State Zip City State Zip DESIGN PARAMETERS _ Treatment Device 0 Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type: K(Aerobic Unit Make/Model BNR-500 S(Disinfecdon Unit Make/Model IET952 Other. ,�/ Drainfield Type 0❑Gravity a Pressme ❑Trench S(Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 15&21 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity 1200 gal Number 10 Receiving Soil Type(1-6) 1 Separation 2 ft Receiving Soil Appl.Rate 1.0 gpd/Rr Orifices Required Primary Area 360 ft, Total Number of Orifices 60 Designed Primary Area 360 ftt Diameter 118 in Designed Reserve Area 450 ftt Spacing 36 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 15+21 ft Schedule/Class 40 Elevation Measurements Length & ft cc- Original Drainfield Area Slope 0 / Diameter 2 in New Slope,If Altered 0 / Preferred manifold configuration used? t7Yes 0 No Depth of Excavation UP�10 a 24 in Transport Pipe from Original Guide �, tap, 24 in Schedule/Class 40 Designed Vertical Separation 12 in Length 60 ft 0 Gravelless Chambers Required? ❑Yes O No S(Optional Diameter 2 in Pump Required? EdYes []No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdows/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal Orifice " R Chamber Capacity 1200 gal Uppermost Orifice dHigher 0 Lower than Pump Shmolf Pump controls:Please check those required. Capacity Q Total Pressure Head 24716 gpm ft e lapse Meter EfEvent Counter Calculated Total Pressure Head ted80 R e VE AL ,Pump off 4 HRS Comments SEP 27 2024 MASON COUNTY EN'ARONMENTAL HEALTH RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:,3oZaa_q OQQ3c3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 12f Test hole locations IZ Drainfield orientation and layout Reference depth from original grade: ur Soil logs Trench/bed dimensions and R( Septic tank 9 Property lines critical distances within layout 9 Drainfield cover Eg Existingand proposed wells 1d D-BoxNalve box locations pr p Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: fZ Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and surface water and critical areas FZ Observation port location bottom Id Location and orientation of EZ Clean-out location ❑ Curtain drain collector curtain drain and all absorption Ef Manifold placement ❑ Send augmentation components 5g Orifice placement Other cross-section detail: 9 Location and dimension of Y Lateral placement with distance Ef Observation ports/clean-outs primary system and reserve area to edge of bed Other Information V Buildings Id Audible/visual alarm referenced Yes No 19 Direction of slope indicator Scale of drawing shown on scale 5� ❑ Design staked out f� Waterlines bu ❑ ❑ Recorded Notices attached f7j Roads,easements,driveways, ❑ ❑Waiver(s)attached puking ❑ ❑ Pump curve attached lZ North arrow,and scale drawing ❑ ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must no ' installer at time of installation d Yes ❑ No 4/17/24 e of Designer Date The undersigned has reviewed s design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: 9 (w a �� Environmental Health Spec' list Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. '75-f� /7,7 ✓ The Onsite Sewage Permit bas not expired,the Permit Expiration Date is: I ✓ 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 Daze: 12/7/2015 ' PAGE 3 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE PARCELM 322247600030 DATE SUBMITTED: 4/1 712 0 24 LEGAULOT#: SUBMITTED BY: ADAM HUNTER APPLICANT: GO FEASIBILITY ADDRESS: PO BOX 1176 SUMNER, WA 98390 I. CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 360 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= 1.0 GPD/FT2 DRAINFIELD SIZING ABSORPTION AREA= 360 FT2 TRENCH LENGTH OR BED CONFIG. = 10FTX1 SIFT AND IOFTX21 FT BEDS 11.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= NUWATER BNR500 ATU TANK NEW OR EXISTING = NEW III. DRAINFIELD CROSS SECTION DEPTH IN NATIVE MATERIAL= 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= 60 NUMBER OF DOSES PER DAY= 6 V. PRESSURE CALCULATIONS USING PIPE CLASS= "60 ORIFICE DIAMETER= 1/8 9n0/24 APPROVED e . p SEP 2 7 2024 o MASON COUNTY ENWRONMENTALHEQLTH PET 'vl'{y'apl.x3aY`� tti>5111� ' PAGE 2 LATERAL#1 = SQUIRT HEIGHT(FT)= 5.00 (NOTE(2):ORIFICE DISCHARGE RATE=(11,79)X(ORIFICE DIAMETER)SO2 X SO ROOT OF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 21.00 ORIFICE SPACING = TO" DISTANCE FROM END CAP= 116. NUMBER OF HOLES= 7 LATERAL DISCHARGE RATE= 2.883 LATERAL#2= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE = 0.41193 LATERAL LENGTH IN FEET= 21.00 ORIFICE SPACING= TO" DISTANCE FROM END CAP= 1'6" NUMBER OF HOLES= 7 LATERAL DISCHARGE RATE= 2.883 LATERAL#3=SQUIRT HEIGHT(FT) 5.00 = 0.5.00 ORIFICE DISCHARGE RATE_ LATERAL LENGTH IN FEET= 21.00 ORIFICE SPACING= 3'0" DISTANCE FROM END CAP= 1'6" NUMBER OF HOLES= 7 LATERAL DISCHARGE RATE= 2.883 LATERAL#4= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 21.00 ORIFICE SPACING= TO" DISTANCE FROM END CAP= 1'6" NUMBER OF HOLES= 7 LATERAL DISCHARGE RATE= 2.883 LATERAL#5= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 21.00 ORIFICE SPACING= 3-0- DISTANCE FROM END CAP= 1-6- NUMBER OF HOLES= 7 LATERAL DISCHARGE RATE= 2.883 APPROVED 9/10/24 SEP 17 2024 MASON COUNTY ENVIRONMENTAL HEALTH '. RET v, PAGE 3 LATERAL#6= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE = 0.41193 LATERAL LENGTH IN FEET= 15.00 ORIFICE SPACING= 3'0' DISTANCE FROM END CAP= 1'6' NUMBER OF HOLES = 5 2.060 LATERAL DISCHARGE RATE= LATERAL#7= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 15.00 ORIFICE SPACING= 3-0- DISTANCE FROM END CAP= 1'6" NUMBER OF HOLES= 5 LATERAL DISCHARGE RATE = 2.060 LATERAL#B= - 5.00 SQUIRT HEIGHT(FT)= ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 15.00 ORIFICE SPACING= 3'0" DISTANCE FROM END CAP= 1'5" NUMBER OF HOLES= 5 2.060 LATERAL DISCHARGE RATE = LATERAL#9= SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 15.00 ORIFICE SPACING= 3'0' DISTANCE FROM END CAP= 1-6- NUMBER OF HOLES= 5 LATERAL DISCHARGE RATE = 2.060 LATERAL#10 = SQUIRT HEIGHT(FT)= 5.00 ORIFICE DISCHARGE RATE= 0.41193 LATERAL LENGTH IN FEET= 16.00 ORIFICE SPACING= 3'0' DISTANCE FROM END CAP= 1'6' NUMBER OF HOLES= 5 LATERAL DISCHARGE RATE= 2.060 APpROVEp 9/10/24 SEP 27 2021 MASON COUNiyE,""1R0 MENIAL HEALTH PAGE 4 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AS 60.00 2.00 24.716 0.5405 BC 1.00 2.00 14.417 0.0033 CD 20.00 2.00 11.534 0.0440 DE 1.00 2.00 8.650 0.0013 EF 2.00 V6 ).-LS 6.767 0.0217 FG 2.00 1Q�0 (-ZS 2.883 0.0060 GH 21.00 'F:60 (• 2.8B3 0.0632 TOTAL= 0.6800 "TOTAL HEAD LOSS 1)FRICTION LOSS THROUGH SYSTEM= 0.680 2)ELEVATION DIFFERENCE = 4.800 3)RESIDUAL = 5.000 TOTAL= 10.480 9/10/24 'q cAo ' *"Yo*COU SF'o jOy" � > ,a...,i��;" AFT MFyjgly�lTy MYERS ME3 Capacity liters per minute 0 SC :0 200 250 40 12 AYa 1a Hr 30 �Hp a m c •� c � L a r 10 i 2 0 0 10 20 1 30 40 50 50 70 Capacity gallons per minute APPROVED 9/10/24 SEP 2 7 2024 MASON COUNTY EWRONMENTAL HEALTI. ``: RET 11T1 111 BSBY I I I I I I I I 1 j �01 I 1 I i'T..• Y D � 1 I I I I I m I I I A } i n O � AE v � m5 3 I I Vgig i ➢�TFa HI pg spy ) ggaRe3Sc yi€ ", m S. 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