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SWG2023-00081 - SWG Application / Design - 3/9/2023
MASON COUNTY 415 N 6TH STREET, SHELTON,WA 98584 SHELTON:360-427-9670, EXT 400 6111,1, ‘:. BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00081 APPLICANT MORRIS TRSE JOHN M & KIMBERLY Phone: Address: J & K MORRIS TRUST DTD AUBURN, WA 98001 OWNER MORRIS TRSE JOHN M & KIMBERLY Phone: Address: J & K MORRIS TRUST DTD AUBURN, WA 98001 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO BOX 162 OLYMPIA, WA 98507 Site Address: 410 E Nicole Ln Primary Parcel Number: 220261090070 Permit Description: 2-bedroom pressure system Permit Submitted Date: 03/09/2023 Permit Issued Date: 03/17/2023 Issued By: David Anderson Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/15/2026 (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 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 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. 7 Submit an addendum to the Geotechnical report that has septic/drain field recommendations. 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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY C • G MASON COUNTY PUBLIC HEALTH DATE RECEIVED: I l 2� v, D ONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEIVED: ILRECEIVED BY: cocn 415 N 6th Street,(Bldg 8) Shelton WA,98584 1 Si -.5 I o Shelton:360 427 9670 ext 400 Belfair.360 275 4467 ext 400 SW n G ‘,2.02,3 _ M0 51 Z xi APPLICANT PHONE -l.J > > KIM MORRIS 253-740-4631 rn m MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE . _�-�- r — 724 HI CREST DR AUBURN WA 98001 c SITE ADDRESS-STREET,CITY,ZIP CODE co 410 E NICOLE LN SHELTON WA 98584 ro NAME OF DESIGNER PHONE 19_ ADAM HUNTER 360-753-1226 NAME OF INSTALLER PHONE 1 BAYSHORE CONSTRUCTION 360-866-9200 o 10 CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE Z Elf NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL C2 I3 ❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY 19' PRIVATE TWO-PARTY WELL 0 I� ❑ TABLE 9 REPAIR El SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM ❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: ❑ UPGRADE TO EXISTING ❑ OTHER: BEDROOMS LOT SIZE ❑ EXISTING FAILURE "Record Drawing required 2 1 for all Installations" .10 coW O DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex-locked gate) 0 I JARED RD TO WEST ON NICOLE - CALL OWNER FOR GATE CODE x -0 10 60/-e :‘, . 5 (/ . 6 I 4 I_1 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS 10 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE El COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS TH-1: Q- 1- > M S .T f L- 0-3 r LAS T►ti 0-`I g\\ L ri-i SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INS TOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE fS )k1(2o2 15aJQ( 2Z6 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: a D a 6 -- IO -- O 0 `712 A design will be reviewed when 3 copies 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. 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" ,, .. - ...: PARCEL IDENTIFICATION - ,,,, . i Permit Number: SWG Designer's Name: ADAM HUNTER Applicant's Name: KIM MORRIS 360 753 1226 Designer's Phone Number: Mailing Address: 724 HI CREST DR PO BOX 162 Designer's Address: AUBURN WA 98001 OLYMPIA WA 98507 City State Zip City State Zip ES)(G)`1APA 1VfFT�ER6��� RA asi``a Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield ❑ Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed 6 'Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class DRIP TUBE Daily Flow: Operating Capacity 180 gpd Length 300 ft 1 Daily Flow:Design Flow 240 gpd Diameter 0.5 in Septic Tank Capacity 1000 gal Number Receiving Soil Type(1-6) 3 Separation 2 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices 300 Designed Primary Area 525 ft2 Diameter DRIP EMITTERS in Designed Reserve Area 300 ft2 Spacing 12 in Trench/Bed Width 37.5 ft Manifold Trench/Bed Length 14 ft Schedule/Class 40 Elevation Measurements Length VARIES ft Original Drainfield Area Slope 22 % Diameter 1 in New Slope,If Altered 22 % Preferred manifold configuration used? 6itYes 0 No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 12 in Schedule/Class SCH40 Designed Vertical Separation 12 in Length 120 ft Gravelless Chambers Required? 0 Yes itNo 0 Optional Diameter 1 in Pump Required? NfYes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 20 gal Orifice 26.6 ft Chamber Capacit 1000 gal Uppermost Orifice teHigher 0 Lower than Pump Shutoff Pump contra ' s IV 1 - we Total Pressure Head 7.1Timer lapse *.e -r® ®'Event Counter Capacity @ gpm Calculated Total Pressure Head 134.2 ft If Timer: Pump on MAI °J �23,Pump off 2 HRS Comments MASON CO!,TY FNVIRONMENTAI,l-'2Ai.T}' DJA ' DESIGN FORM—PAGE TWO Assessor's Parcel Number:oq b t -- 10 -- d 0 O ID r Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch EZi Test hole locations E ' Drainfield orientation and layout Reference depth from original grade: O Soil logs 21 Trench/bed dimensions and 2' Septic tank II Property lines critical distances within layout E2' Drainfield cover g Existing and proposed wells E ' D-Box/Valve box locations Reference depth from original grade within 100 ft of property El Septic tank/pump chamber and restrictive strata: O' Measurements to cuts,banks, and locations 1 Laterals,trench/bed,top and surface water and critical areas 11 Observation port location bottom 6d Location and orientation of Er Clean-out location 0 Curtain drain collector curtain drain and all absorption Et Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: V Location and dimension of Ei Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information fti Buildings V Audible/visual alarm referenced Yes No !21 Direction of slope indicator Ef Scale of drawing shown on scale lJ 0 Design staked out E2 Waterlines bar 0 0 Recorded Notices attached V Roads,easements,driveways, 0 0 Waiver(s)attached parking 0 0 Pump curve attached E1 North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑Flow :. :DESIGN APPROVAL . The undersigned designer must .• • ified b installer at time of installation PtYes ❑ No 3/9/23 fitu of Designer Date gn The undersigned has reviewed this •esign on behalf of Mason County Public HealthA ertrROV D compliance with state and loc o s. lations: j//$ / 3 MAR 15 2023 Environmental Health Specialist MAIMMI€COUNTY ENVIRONMENTAL HEA LT`' DJA 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: ✓ 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 Orenco Technical Data Sheet SYSTEMS Using a Pump Curve A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic head or"TDH"),providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line.For the most accurate pump specification,use Orenco's PumpSelect"'software. Pump Curves 500 i i i i i 1 t 1 t i 400 i 1 I 1 1 1 I 1 I 1 PF10 Series,60 Hz,0.5-1.0 hp PF20 Series,60 Hz,0.5-1.5 hp — 400 w 350 1PF20151 m 7,PF1o10 CO cll 350 300 Firm 0 300 PF1007' 0 250 ' 1-- 1 I . 02 0 250-PF1005 m 200 tv03 • t LI 200 E - 1501PF20051 a 150 N. \ N. 4., 100 ''% :*''% ..; e 100 �`\ o F° 50 50 0 0 2 4 6 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) Flow in gallons per minute (gpm) 900 1 I I 1 1 I 1 1 1 1 1 I -IPF30501 PF30 Series,60 Hz,0.5-5.0 hp 800 141 15 _023 tb 4- 700 ••. - MASON COL.;+iYENVii;u' U, • ► AL EALTH 0 600 I— {PF30301 3/9/23 500 [..1 1 :: it{PF30201 :'I r +/• t0 .0,0,— ter..JPF3015I..... i 7 'a {PF30101 to 4' a s 'S',f 200 ' �• 1� -IPF3607I ica' .r�va' j''' ADAr,iJ.ItUNTER s 1001 1 1 / ..u•i 1, �... 11, PF30D5 --.-..,.... `'lii.!•n ,�t.F � .7�''4�'sc� ••. .."5 iJA'vffd 0.is 00 I 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) NTO-PU-PF-5 Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com Rev.3©01/21 Page 4 of 5 I .,. 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