The URL can be used to link to this page

Home My WebLink AboutSWG2024-00104 - SWG Application / Design - 3/18/2024 ® MASON COUNTY 415N 6THELTON:STREET,SHELTO70,EX74W SHELFAIR 36042]-96]O,EXT 400 BELFAIR:360-2]54487,EXT 400 Public Health & Human Services ELMA:3604a25 69,EXT 400 FAX:360427-7767 On-Site Sewage System Permit: SWG2024-00104 APPLICANT EAST COUNTY RENTALS INC Phone: 360-470-4195 Address: 74 SCHOUWEILER RD ELMA,WA 98541 OWNER EAST COUNTY RENTALS INC Phone: 360-470-4195 Address: 74 SCHOUWEILER RD ELMA,WA 98541 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO Box 162 OLYMPIA,WA 98507 SEPTIC INSTALLER HOUSE BROS CONSTRUCTION Phone: 360495-4156 Address: PO BOX 1820 MCCLEARY,WA 98557 Site Address: 931 W Golden Pheasant Rd j Primary Parcel Number: 319061100020 Permit Description: Commercial-Glendon Biofilter(240 GPD) Permit Submitted Date: 0311812024 Permit Issued Date: 07/3012024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (additional fees mar be required uaoo installation or swern) Permit Expiration Date: 0311912027 (lased on data of naoeclion) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staffper 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 Drainfreld 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 Asbuitt 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.govlhealthlenvironmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. I OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH G M D D ONSITE SEWAGE SYSTEM APPLICATION MG ¢E[ 3 wl M-0 o m 415 N6th Street,(Bldg 8) Shelt9DWA,98584 < m — N SAehOD:360427-967Ow4D8 BeI%ir.3W2754467em400 SWG a�,�,,�- o A 2 A 2 D MRIWWT vHWE D DUSTIN HENSLEY 360-470-4195 m m MAILING PDDRE53-STREEf,CITY STALE.LP C W E r 74 SCHOUWEILER RD _ ELMA WA 98541 3 SITEADCRESS-9TREETCRYDPCOCE „„6 m 931 W GOLDEN PHEASANII-RD ELTON WA 98584 NAME OF DESIGNER � �. rpAOw ' 1 ADAM HUNTER 3607531226 VN NAME CFINST I_Eft ' PRONE HOUSE BROTHERS CHECKNLAFRICAMEITEMS DRINKING WATER SWRCE p �� V Of NEWCONSTRUCTION [3 WHOLDINGTANK ONLY d PRIVATE INDIVIDUAL WELL V Q REPLACEMENT SYSTEM [3 INSTALLATION PERMIT ONLY [3 PRIVATE TWO-PARTY WELL 0 TABLE 9 REPAIR 0 SINGLE FAMILY 0 COMMUNITYIPUBLIC WATER SYSTEM 13 TANK(S)ONLY [3 COMMERCIAL SYSTEM NAME: UPGRADE TO EXISTING 13 OTHER: BEg100M5 LOTSRE �--------- — 0 EXISTING FAILURE M W AwM...R�nIDmr4M^W� 240GPD 0.97 r MRECDONSTOSRE-BE SPECIFIC ANDADVISE OFANV NEEDED MFORMATGN FORACCESS(u.bdretl pN) n x 40 SREMUST BEMOGED FROM MAIN ROAD ANOIESTNdIBYUSTBEMGDED MFlH MTNDIEMOMBERS I OFFICIAL USE ONLY BELOW THIS LINE LPGRME/FAIWRE SgIRCE(br�puYry WFPM6) OVOLUNTARY OMAINTENANCEIPUMPING QBUILOINGPERMIT [3140MESALE OCOMPLAINT QOTHER: INSPECTOR 9GILLCG9 COMMENTS/CGNORGNS Mq9 �'Iz T01:0 -25" G 9 P& cif lSLI v/ALIIL RF�Fi 1p1� Hvo Z,16 144 of 78 wl dto F SORCOOES: V=VERV G•GRAVFLLY 5=BW0 L•lOM1 N•SILT C•CAV E=EXEMEY R•RWTS IN$ IRE EXPITON CA GTI A 08Y E 3 l02/1 �a 3��E U �d THIS FORM MAYEESCAMEDANOAVAEABLE FOR PUBLIC VEWON THE MASON COUNTYMILMITE REVISEDIw=I6 DESIGN FORM—PAGE ONE Assessor's Parcel Number:_3 ��,lg — 1 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. a Scaled layout sketch,including all applicable item on checklist Y Scaled plot plan,including all applicable items on checklist. 0 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: 11"X 17" �1r� `^ PARCEL IDENTIFICATION Permit Number. SWG dtJ2� Jll �n Designer's Name: ADAM HUNTER Applicant's Name: DUSTIN HENSLEY Designer's Photo Number: 360-753-1226 Mailing Address: 74 SCHOUWEILER RD Designer's Address: PO BOX 162 ELMA WA 96541 OLYMPIA WA 96507 City State Zip City Slate Zip ' DESIGN PARAMETERS Treatment Device �,/ to Glendon Biofilter ❑Sand Filter ❑Mound ❑Said Lined Drainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑ Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 5(Pressure ❑Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 240GPD Schedule/Class PER GLENDON Daily Flow:Operating Capacity 180 gpd Length PER GLENDON ft Daily Flow:Design Flow 240 gpd Diameter PER GLENDON in Septic Tank Capacity 1-00 gal Number PER GLENDON Receiving Sod Type(1-6) 4 Separation PER GLENDON It Receiving Soil Appl.Rate 0.6 / gpd/ft2 Orifices Required Primary Area 400 112 Total Number of Orifices PER GLENDON Designed Primary Area 400 ft' Diameter PER GLENDON in Designed Reserve Area 400 ✓ ft2 Spacing PER GLENDON in Treach/Bed Width 20.4 R Manifold Treneh/Bed Length 46.8 ft Schedule/Class 40 Elevation Measurements Length 30 8 Original Drainfield Area Slope 0 % Diameter 1 o New Slope,If Altered 0 a/ Preferred manifold configuration used? I1VYes O No Depth of Excavation Upalope NIA in Transport Pipe from Original Grade Dowa-sI, NIA in Schedule/Class 40 Designed Vertical Separation 24 in Length 215 ft Gravelless Chambers Required? ❑Yes Ii No 0 Optional Diameter 1 to Pump Required? 5dYes []No Dosing and Pump Chamber Pump/Siphon Specifications Number of dows/day 144 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1.607 gal Orifice Pwan O0N ft Chamber Capacity 1000 / gal Uppermost Orifice❑Higher R(Lower than Pump Shutoff Pump controls:Please check those required. Capacity Q Total Pressure Head PER GLENDON gpm 6ffimer Otlapse Meter GlEvent Counter 10 MIN Calculated Total Pressure Head PER GLENGGN it If Timer: Pump on 1.667 GAL I Pump off Comments DESIGN FORM-PAGE TWO Assessor's Parcel Number.s3 L 4 0 k - -- 1 S1 c aa- PermitNumber: 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: 19 Soil logs d Trench/bed dimensions and Ed Septic tank V Property lines critical distances within layout 17 Drainfield cover E9 Existingandproposed wells 9 D-Box/Valve box locations Reference depth from original grade within 100 R of property Y Septic tank/pump chamber and restrictive strata: id Measurements to cuts,banks,and locations ❑ Laterals,manch/bed,top and surface water and critical areas 9 Observation port location bottom EZ Location and orientation of EZ Clean-out location ❑ Curtain drain collector curtain drain and all absorption 1d Manifold placement ❑ Sand augmentation components FZ Orifice placement Other cross-section detail: V Location and dimension of Ed Lateral placement with distance W Observation ports/cleanoms primary system and reserve area to edge of bed B Other Information 9 Buildings R( Audible/visual alarm referenced Yes No EX Direction of slope indicator E9 Scale of drawing shown on scale 9 ❑ Design staked out 19 Waterlines bar ❑ ❑ Recorded Notices attached 9f 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 notifi d by i at time of installation an Yes ❑ No 3/8/24 ign a of Designer Date ////////ff __��_ �� The undersigned has reviewed this dei on behalf of Mason County Public Health and deli[to be in compliance with state and local on-si gulations: �,,pp % Environmental Health Specialist D CpGNry - V,? 4 O CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CO Ow: is stamped c Health. ✓ The Onsit� p e Sewage Permit has not expireroved"by d[n County lhe Permit Date is: ?� �CNrq`yFg2� ✓ 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 MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#: PARCEL#: 319061100020 DATE SUBMITTED: 3/8/2024 LEGAULOT M. SUBMITTED BY: ADAM HUNTER APPLICANT: DUSTIN HENSLEY ADDRESS: 76 SCHOU W EILER RD ELMA,WA 98541 /in I.CALCULATIONS "2/ ✓U NUMBER OF BEDROOMS= RF 3QZo14 RESIDENTIAL GPD FLOW= CF�VFO IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS: 240 GPD= APPLICATION RATE= 0.6 GPDIFT2 REDUCTION=LEAVE BLANK IFNO REDUCTION TAKEN DRAINFIELD SIZING ABSORPTION AREA= 400 FT2 TRENCH LENGTH OR BED CONFIG.= PER GLENDON II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1000 GAL-CONCRETE NEW OR EXISTING= NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= NIA ROCK DEPTH BELOW PIPE- NIA SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAUSEASONAL SATURATION= NIA FILL DEPTH= NIA TRENCH WIDTH= NIA �, Apl pRo�F/ is 7/29/24 ASpNp0pNryf302Oz4 46 'L'N11iiP.YlMxxeen. § � § < ■ � / j h4 | \§ � � � qoil | � ) � | ` ` , \ 44/ 9 - 7 /27 � ) ! � � L \ # L�� ! � \ ; ■ \ � ! \ , \ . , ` I \ , f § \ � ci / �_ \ ) 2 \ ) ) ) \ o 0 53 / ;\/ ■ � � � | ( ` a ; f ` `\ g HM>; � \§ \- - ---! , ! ] ;] ■ |; ' , | � ■ E $ M. Hue, it | ! t | b ■ y ; ��