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HomeMy WebLinkAboutSWG2022-00537 - SWG Application / Design - 10/20/2022 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 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: SWG2022-00537 APPLICANT RULE MICHAEL & BRENDA SUE Phone: Address: 441 E WILDFLOWER LN SHELTON, WA 98584 OWNER RULE MICHAEL & BRENDA SUE Phone: Address: 441 E WILDFLOWER LN SHELTON, WA 98584 SEPTIC DESIGNER Jim Henry-septic designer Phone: Address: PO BOX 14531 TUMWATER, WA 98511 Site Address: 441 E WILDFLOWER LN Primary Parcel Number: 220193303020 Permit Description: New 3bd pressure trench with class B waiver Permit Submitted Date: 10/20/2022 Permit Issued Date: 01/18/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/08/2025 (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. 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 MASON COUNTY PUBLIC HEALTH DATE RECEIVED: O I2 ONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEIVE RECEIVED BY CO Cn 415 N 6th Street,(Bldg 8) Shelton WA,98584 c/� 11/41"-� 0 N Shelton:360 427 9670 ext 400 Belfair:360 275 4467 ext 400 FiiC`A G czoaa, - 0 O 5 Z N APPLICANT PHONE > D MICHAEL RULE 907 205-768 m m MAILING ADDRESS-STREET,CITY,STATE.ZIP CODE r 441 E WILDFLOWER LN SHELTON WA 98584 z SITE ADDRESS-STREET,CITY.ZIP CODE W 441 E WILDFLOWER LN SHELTON WA 98584 xi NAME OF DESIGNER PHONE I N Jim Henry 360-507-1267 NAME OF INSTALLER PHONE I N CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE ID ` str ❑ (p I NEW CONSTRUCTION RV HOLDING TANK ONLY lif PRIVATE INDIVIDUAL WELL ❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL O ,/ z I (0 ❑ TABLE 9 REPAIR pp SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM ❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME I ❑ UPGRADE TO EXISTING OTHER: WAIVER OF VERTICAL SEP BEDROOMS LOT SIZE ❑ EXISTING FAILURE "Record Drawing required for all Installations" 3 5 03 I Co DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) 0 I HIGHWAY 3 TO RIGHT ON AGATE RD, LEFT ON AGATE RD, RIGHT ON WILDFLOWER 7 IC LN TO SITE ON LEFT. (GATE, CALL FOR APPOINTMENT) I (.,a r I O IN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ❑COMPLAINT ['OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS /' l�y1 • Lr7�Jj =� pc ✓iV v'1 1 ('�1 PI Cal 0'-Z (a (7, S L I }to r317 ei`h I ) a In -1", .. c2— -I çL1 + 1iI @-. .3 m SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE �' - %� Vzilzi I2/( I.z c ‘ (tt1725 THIS FORM MAY BE SCAANED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12l7/2015 I DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 9 — 3 3 — 0 3 0 2 0 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. . Permit Number: SWG 2-0^�2 Q0�J3-1' Designer's Name: JIM HENRY Applicant's Name: MICHAEL RULE Designer's Phone Number: 360-507-1267 Mailing Address: 441 E WILDFLOWER LN Designer's Address: PO BOX 14531 SHELTON WA 98584 TUMWATER WA 98511 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity C>IPressure C 'Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 55+/- ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity 1500 gal Number 4 Receiving Soil Type(1-6) 4 Separation 8+ ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 73 Designed Primary Area 660 ft2 Diameter 1/8 i Designed Reserve Area 1950 ft2 Spacing 36 i ,�j I Trench/Bed Width 3 ft Manifold II , N Trench/Bed Length 220 ft Schedule/Class 40 i b c Elevation Measurements Length 60 fll CV I Original Drainfield Area Slope 8 % Diameter 1.5 ig V 1 CD t New Slope,If Altered 8 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope kw 12 in� Transport Pipe ci _ LI from Original Grade Down-slope X "1 in Schedule/Class 40 Designed Vertical Separation ix,-IN ti,''` 18 in Length 230 ft Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in Pump Required? lig Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 67.5 gal Orifice r ft Chamber Capacity 1200 gal Uppermost Orifice fi 'Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 30.66 gpm fifTimer F 'Elapse Meter C 'Event Counter Calculated Total Pressure Head 19.8 ft If Timer: Pump on 2:12 ,Pump off 6 HOURS Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 0 1 9 -- 3 3 -- 0 3 0 2 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch l� Test hole locations 171 Drainfield orientation and layout Reference depth from original grade: Soil logs C> Trench/bed dimensions and g Septic tank Property lines critical distances within layout t T Drainfield cover 0 Existing and proposed wells i f D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks, and locations G� Laterals, trench bed,top and surface water and critical areas 121 Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components [1( Orifice placement Other cross-section detail: g Location and dimension of 0 Lateral placement with distance GI Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Buildings g Audible/visual alarm referenced Yes No ❑ Direction of slope indicator 0 Scale of drawing shown on scale d 0 Design staked out Waterlines bar 0 0 Recorded Notices attached 66 Roads, easements,driveways, 0 0 Waiver(s)attached parking g 0 Pump curve attached i 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 be notified by installer at time of installation JZ1 Yes 0 No IO-%/- Z� ignature of Desi er Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: I(� z3 Environmental Health S cialist Date 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: l,,vl $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 Date: 12/7/2015 r 1 Lr ry (Crre mot/ ` �JIM HENRY DESIGN SERVICES, INC. ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: October 10, 2022 APPLICANT: MICHAEL RULE ii 441 E WILDFLOWER LN I.,, SHELTON, WA 98584 S3P� .9p!,, t mita , f h ' 51000121 `�F,,l, LEGAL: le JIM HENRY It LICENSED DESIGNER PARCEL #: 22019-33-03020 EXPIRES: 08/1>I x i PROJECT#: DESCRIPTION: NEW CONSTRUCTION FOR RESIDENCE PROJECT DETAILS: NUMBER OF BEDROOMS 3 GALLONS PER DAY (GPD) FLOW 360 OPERATING CAPACITY (GPD) FLOW 270 APPLICATION RATE 0.60 DRAINFIELD -Absorption Area Required 600 SQ.FT -Absorption Area Designed 660 SQ.FT -Trench/Bed Length 220 FT APPROVED -Trench/Bed Width 3 FT JqN 1 8 2023 DRAINFIELD CROSS SECTION MASON COUNTY ENVIRONMENTAL HEALTH - Depth below Original Grade 12 INCHES RET - Graveless Chambers 8 INCHES -Sand under Trench/Bed 0 INCHES -Vertical Separation 18 INCHES - Fill Depth 6 INCHES SEPTIC TANK -Size & Composition 1500 GAL CONCRETE - New/Existing New r/ M1 JIM HENRY DESIGN SERVICES, INC. APPLICANT: MICHAEL RULE DATE: October 10, 2022 PARCEL #: 22019-33-03020 PRESSURE SYSTEM -4 LATERALS System Parameters Pressure Calculations Orifice Size 118 inches Minimum Orifice Discharge Rate 0.42 gpm Residual Head at Last Orifice 5 feet Total Lateral Length 216 feet Orifice Spacing 3 feet Number Orifices Lateral 1 17 Number Orifices Lateral 2 22 Number Laterals 4 Number Orifices Lateral 3 22 Lateral 1 Length 49 feet Number Orifices Lateral 4 12 Lateral 2 Length 66 feet Total Discharge Rate 30.66 gpm Lateral 3 Length 66 feet Lateral 4 Length 35 feet Friction Loss Pipe Class 40 Tightline Friction Loss 3.73 feet Lateral Line Size 1.25 inches Manifold Friction Loss 3.28 feet Lateral Elevation 157 feet Lateral Friction Loss 0.59 feet Friction Loss through System 7.60 feet Manifold Length 60 feet Manifold Size 1.5 inches Dynamic Head Residual Head at Last Orifice 5 feet Elevation Difference 7 feet Add-on Friction Loss 0.2 feet Elevation Difference 7 feet Tightline Length 230 feet Friction Loss through System 7.60 feet Tightline Size 2 inches Total Dynamic Head Loss 19.80 feet Add-on Friction Loss 0.2 feet Total Discharge Rate 30.66 gpm Total Dynamic Head 19.80 feet Drain Down Calculation: If orifice orientation is 12 O'clock,the following calculation does not apply. Orifice Orientation 12 O'Clock Length of Pipe 216 feet Liquid Volume in Pipe 16.85 gal Drain Down Volume 8.42 gal s. .', 5X Volume 42.12 gal ;14 r �3� `T4 1,-1" DoseDose Volume 68 11.1 � ,;4`'.,*4, p s s:,21 ,,, Dose volume meets 5X rule: N/A cj s Lk, o? JIM HENRY LICENSE.DESIGNER ictoa z -_ -_- —____� EXPIRES: 08/11/z,y a Q0 ZOELLER 150 Series Effluent Pumps co CC W PUMP PERFORMANCE CURVE MODEL 151/152/153 50- "-.-' _ 12- 40 \ 35 \' 10- 152 i co 30 - \ o 8- 25 151 -... J I- F- 6 20 \ \15 •\ 10 2- 5 0 10 2 0 40 50 60 70 80 90 100 GALLONS FLOW PER MINUTE ;;D,i,L APPROVED ,,�% , z JAN 1 P• vi; F2x. MASON COUNTY ENVIRONMENTAL HEALTH 51000121 �. RET O7 PM HENRY 'I, LICENSED DESIGNER_1' EXPIRES: 08/11/L Y O.a a)m c c a) .a U CD� O j 0 N 'c a) 4 /1 V D. ° N EO I O i. E 3 a„ O ._c D N a) (I) -c o o N 2g Q) N a a a) E N D a) a) - -o V a f-x o) O -o E a) L co ICi ( 1 LI D ►Q o p W e) O z a) co . 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