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Home My WebLink AboutSWG2024-00234 - SWG Application / Design - 5/29/2024 MASON COUNTY 415N6 SHSTREET SHELTO70,EXT584 SH STREET, ,SHE TON, A98584 400 BELFAIR:36G-2764467,EXT400 Public Health & Human Services ELMA:360482-5269,EXT 400 4 FAX:360427-T/87 On-Site Sewage System Permit: SWG2024-00234 APPLICANT BILLY SARNO Phone: 253-820-9979 Address: PO BOX 162 OLYMPIA,WA 98507 OWNER PATERSON PATRICIA K Phone: Address: 884 FAIRMOUNT AVE SHELTON,WA 98584 SEWAGE DESIGNER ADAM HUNTER` Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: 5480 SE Lynch Rd Primary Parcel Number: 319015090121 Permit Description: 3-bedroom OSCAR X02 system w/OS-50 coils Permit Submitted Date: 05/29/2024 Permit Issued Date: 07/0212024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (addilmalr may 6a Mulre uWnlmmllaaon dsyabm). Permit Expiration Date: 06/0412027 (1 a om ,J mW dha, don) 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 Drainfie/d installation not to exceed designed upslope and downslope depth speed 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 DesigneNEngineer 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.govlheatth/environmentallonsite/oss-Inspection-request.php or call: 360-427.9670,extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE XE(FNE" ONSITE SEWAGE SYSTEM APPLICATION ODx 6D D BK M DB: o m 415N6th Stmep(BIdg8) ShekonWA,91ISSII Z y Shehon:360417-9679 evt490 B61hiE 360.PSi467 eM 409 SWG a )3L` MJI Z!)Li Z y MFLIGINT D BILLY SARNO v238209979 A m m r MAILING ADDRESS-STREET,CITY.STATE LP CODE PO BOX 162 OLYMPIA WA 98507 3 SITE ADDRESS-STREET,Gn .BP CODE Y80 584"E LYNCH RD SHELTON WA 98584 IT NME OF DESIGNER PHONE I1 `1 ADAM HUNTER 3607531226 NAME OF INSTALLER PHONE TBD a CHECKNLAPPHGSLEITEMS DNNKINGWATERSOURCE M( NEW CONSTRUCTION [3 RV HOLDING TANK ONLYEE O PRIVATEINDIVIDUALWELL Ori 13 REPIACEMENTSYSTEM 0 INSTAUATIONPERMITONLY PWATETW PARTYWELL Z I- 0 TABLE 9 REPAIR 0 SINGLEFAMILY 0 COMMUNITYAUBLICWATERSYSTEM 0 TANK(S)ONLY 13 COMMERCIAL SYSTEM NAME: I 1 0 UPGRADETOEXISTING [3 OTHER: BEORooNs LOT SUE 0 EXISTING FAILURE 3'RwnNOnnirM nquLatl 2.4 W TwWlMeMlNDPm• 0 OIRECRONS TO Sx -RESPECINC AND ADVISE OF ANY NEEDED INFOfUMTICN FORACCESS(eF.IW SN) 6 LYNCH RD NORTHEAST OUT OF TAYLOR TOWN TO SITE ON THE RIGHT AFTER 5.5 A MILES. I �G r L O I` SIM ,U MPLAGGEOT WVN RDADAAD TEBTNOLES MUST.FIAOGEDWRN LEST NOLENUMBFPb OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FARUNFSOURCE(W�Tur ..) UVOLUNTARY [3MNNTENANCEIPUMPING OBUILDINGPERMR GHOMESALE [3COMPVJNT []OTHER: INSPECTORSOLLOGS COMMFMSI CCNDRIIXi8 N1:0--a, f'L _ b0 at L1' q rvi NV- 0—ZI ki @tZ1` t./ Mryf' Is I Lv b RC51 of �9` �l rnoi 6DILDOOE6: V•YERY G•GRAVELLY S•SAND L•LOAM ..SILT C•CIAY E•EMNEMELY R•ROOT6 INSPECTOR SI[iTUTURE ZGL�TE PPRIGI�ON EMRATION DATE APPLICA PROVEO BY�� HIS O TR YBEE SCANNE AND AVAILABLE FOR PUBLIC VEW ON THE MABO RN COUNTYWEBSE (y�A REVISF➢tNrz is DESIGN FORM—PAGE ONE Assessor's Parcel Number. -A design will be reviewed when 3 copies of each of the following are submitted: Y Completed design form that has been signed and dated. r Scaled layout sketch,including all applicable items on checklist O Scaled plot plan,including all applicable items on checklist. a Cross-section sketch,including all applicable items on checklist. This form maybe scanned and available for public view on the Mason County Web site.M"hinnsi a er size: 11"X 17" ,j PARCEL IDENTIFICATION Permit Number: SWG p30r414,r;C.%'% Designer's Name: ADAM HUNTER Applicant's Name: BILLY SARNO Designer's Phone Number: 360-753-1226 Mailing Address: PO BOX 162 Designer's Address: PO BOX 162 OLYMPIA WA 98507 OLYMPIA WA 99507 City State Zi City State Zi DESIGN PARAMETERS .' ' Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculativg Filter,Type: &(Aerobic Unit Make/Madel X02 ❑Disinfection Unit Make/Model Other: Drainfield Type OSCAR ❑Gravity ❑Pressure ❑Trench ❑Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class PER OSCAR Daily Flow:Operating Capacity 270 gpd Length PER OSCAR ft Daily Flow: Design Flow 360 glad Diameter PER OSCAR in Septic Tank Capacity 1200 gal Number PER OSCAR Receiving Soil Type(1-6) 5 Separation PER OSCAR it Receiving Soil Appl.Rate 0.4 gpd/ftr Orifices Required Primary Area 900 111 Total Number of Orifices PER OSCAR Designed Primary.Area 900 ft Diameter PER OSCAR in Designed Reserve Area 900 ft2 Spacing PER OSCAR in Trench/Bed Width 22.5 ft Manifold Trench/Bed Length 40 ft Schedule/Class 40 Elevation Measurements Length 40 It Original Drainfield Area Slope 2 % Diameter 1 in New Slope,If Altered 0 % Preferred manifold configuration used? VYes ❑No Depth of Excavation up-slope 0 in Transport Pipe from Original Grade Dewm-slapc 0 in Schedule/Clan 40 Designed Vertical Separation 12 in Length 75 X 2 if Gmvelless Chambers Required? []Yes Rf No O Optional Diameter i in Pump Required? R(Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 411 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 0.88 gal Orifice 7' it Chamber Capacity 1200 gal Uppermost Orifice Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 12 gpm Timer 9filapse Meter GYEvent Counter Calculated Total Pressure Head 1a.931 it If Timer: Pump on 30 SEC ,Pump off 3 MIN Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 4 04 - Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ef Test hole locations V Dminfreld orientation and layout Reference depth from original grade: pf Soil logs 9 Trench/bed dimensions and fif Septic tank 19 Property lines critical distances within layout 1Z Drinfield cover IZ Existing and proposed wells 19 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Septic tank/pump chamber and restrictive strata: la Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and surface water and critical areas 1r Observation port location bottom 19 Location and orientation of 19 Clean-out location ❑ Curtain drain collector curtain drain and all absorption 9 Manifold placement ❑ Sand augmentation components 17 Orifice placement Other cross-section detail: 9 Location and dimension of 2( Lateral placement with distance 1f Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information Buildings 9 Audible/visual alarm referenced Yes No 19 Direction of slope indicator 1( Scale of drawing shown on scale d ❑ Design staked out 19 Waterlines bar ❑ ❑ Recorded Notices attached 19 Roads,easements,driveways, ❑ ❑Waiver(s)attached parking ❑ ❑ Pump curve attached 19 North arrow and scale drawing ❑ ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be n installer at time of installation nn Yes ❑ No 5/23/24 lon of Designer Date A Pn The undersigned has reviewed this des behalf of Mason County Public Health and determined Pqq compliance with state and local on-si gulations: Z (/ M Enviro�Healt "'ZSpecialist ?Z/Z � Date ASONCO& fN 0 2024 D MENTA(NfAC 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: ✓ Dminfield 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 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN SITE# PARCELM 319015090121 DATE SUBMITTED:SI23I2024 LEGAULOT A: SUBMITTED BY: ADAM HUNTER APPLICANT: BILLYSARNO ADDRESS: I.CALCULATIONS NUMBER OF BEDROOMS= 3 RESIDENTIAL GPD FLOW= 300 IF NON RESIDENTIAL-GPD ROW WILL BE AS FOLLOWS: GPD= APPLICATION RATE= OA GPDITT2 REDUCTION=lEA VE 0 ANK IF NO REOUCPON TAKEN GRAINFIELD SONG ABSORPTION AREA= BOB FT2 TRENCH LENGTH OR BED CONFIG.= 40'X22S PEROSCAR IL WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 12000AL-X02 TANK NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION SAND DEPTH= a-0' IV.PRESSURE CALCULATIONS USING PIPE CLASS as ORIFICE NETARM DRIPLINE LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) SUPPLY 75.00 1.00 12.13D0 5.0157 RETURN 75.00 1.DD 12.00D 5.0157 TOTAL= 11.6315 TOTAL HEAD LOSS 1)FRICTION LOSS THROUGH SYSTEM= 11.031 2)ELEVATION DIFFERENCE = 7.W0 TOTAL= 10.931 5/23/24 APPROI y JUL 0 2 2021 vi� ''.;�. MASON COUNT'ENVIRONMENTAL HEALTH `. DJA •OAAI J.INn1EF J� 'I'Clxi�';ti 14TP!i{9' ..AS21Cli\lye �. V.CHECK THE PUMP CAPACITY. PUMP: A.Y.MLOONAD MGM-IGHP PUMP(MX)a 922MGE9 ) (PER OSCAR) EXCESS TOH W.00 (PER OSCAR) TOTAL HEAD LOSS IN SYSTEM 18.93 STANDARD PUMP CONFIGURATION IS SUFFICIENT? YES 5/23/24 Yxw „,vim" APpR ®VEr JUL 0 2 2024 VA SON COUNTYENVIRONVENTA(N .,. DJq r SETRACKTOS'E — 6 ( ■ � p ■ § a _ / � \ \ � � f � # § § e § / r ( § 0 ` a% • \ § ) / ®« \ / . \ ( § r \ 5 jH / D> / \ , ! § ( \ ) § ( § ; ( a / \E ` ) I\ i ! } g _ \� IBM , ` `/ § ■!� ` . |( ! ; |� ° � a s J > � f U N g UO O a z IL J 0cl - w a va Y NNtll °JNISOO vimi+— w $ 0 0 = 3NIl Naf1JBN - 4 3NIl Alddns o m s 0 8g ¢ firs y" x mgfl b $ s �° 2F jig 3NIl NNn13N NNH1 ONISOO Z � sRM WFs O a a F n 8 S 3 8 $ afr (h x i m E m c m p�p � a3 ,# E000 '6 > y 1. 0a a can dk8i q > ^,q�Y a s �¢ 5! Y, ----------------- s L U- (Q is O � a a- 1e9n HLOIM wm m