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HomeMy WebLinkAboutSWG2022-00360 - SWG Application / Design - 6/22/2022 415 N 6TH STREET,SHELTON,WA 98584 : MASON COUNTY. I I SHELTON:360-427-9670,EXT 400 COMMUNITY SERVICES BELFAIR:360 275 4467,EXT 400 -: ELMA:360-482-5269,EXT 400 -. Building,Blaming,Environmental tltwlth,ComnionityHealth FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00360 APPLICANT Milliken, Brian & Dorla Phone: 253-677-1057 Address: 48925 284th Ave SE ENUMCLAW, WA 98022 OWNER KOBEL LAWRENCE R&ELLEN C Phone: Address: 201 E TAHUYA DR SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 201 E TAHUYA DR Primary Parcel Number: 220075100077 Permit Description: Repair upgrade three bdrm-gravity bed Permit Submitted Date: 06/22/2022 Permit Issued Date: 06/29/2022 Issued By: Luke Cencula Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/24/2023 (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 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 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: www.Co.mason.wa.us/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL_USE ONLY DATE RECEIVED: MASON COUNTY V2:2._ 22— cn D RfC VE RECEIVED BY. C CO W (n ,� 'i COMMUNITY SERVICES AMO .s� o M - Public Health(Community Health/Environmental Health) Z 3ii9 N.c Sr.et 400 n 98584 ext.4Mi S'V /G w O�� oO��^ " _ - - 915 N.6th Street-Shelton,WA 9958e ' /L \v'\/V Q 2 Z 6 ON-SITE SEWAGE SYSTEM APPLICATION x. m n APPLICANT PHONE mr Brian & Dorla Milliken (253) 677-1057 z MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE -1 E 48925 284th Ave SE Enumclaw WA 98022 2 m SITE.ADDRESS-STREET.CITY.ZIP CODE 201 E Tahuya Dr Shelton WA 98584 I Iv NAME OF DESIGNER PHONE CD I N Arrow Septic Designs (360) 898-2255 NAME OF INSTALLER PHONE I O Maples Excavating (360) 463-8474 < PERMIT TYPE(select one) DRINKING WATER SOURCE O I O i RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS hi PRIVATE INDIVIDUAL WELL i PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) .PUBLIC WATER SYSTEM t q b NEW CONSTRUCTION/UPGRADES {1 REPAIR I REPLACEMENT OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR OD Ivi SUBMITTALS ❑ SURFACING SEWAGE 21 EXISTING FAILURE 0 SHORELINE03 DESIGN FORM(REQUIRED) I SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r- I 5WAIVER(S)(IFAPPLICABLE) 3 BR .21 Acres o I O DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) From HWY 3 turn onto E Agate Rd. Turn (L) to stay on E Agate Rd. Turn (L) onto E I o Timberlake Dr. E Timberlake Dr becomes E Timberlake East Dr. Turn (R) onto E Tahuya r I o Dr. Destination on the (R). "201" on house and also on tall wood fence, paved driveway. Walk through gate between house and garage to test holes in back yard. rn I - 90 zi I ..,4 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOWTHIS LINE UPGRADE/FAILURE SOUR for reporting purposes) 0 VOLUNTARY MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE ['COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS C — &LS , rIS (2.2 T RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT Co CLAY E=EXTREMELY R=ROOTS INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE C & r,1 ' ,DVS 4.'41,0}ti IS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 0 7 — 5 1 — 0 0 0 7 7 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. R4axinnun paper size: 1I"_Y 1?" . PARCEL IDENTIFICATION Permit Number: S�t'G ZOZZ �0 Designer's Name: Arrow Septic Designs Applicant's Name: Brain&Dorla Milliken (360)898-2255 Designer's Phone Number: Mailing Address: 48925 284th Ave SE Designer's Address: 171 E Vuecrest Dr Enumclaw WA 98022 Union WA 98592 City State Zip City State Zip DESIGN PARAMETERS Treatment Device El Glendon`Bior _ 2ilter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.T'}pe: 0 Aerobic Unit Make/Model 0 Disinfection Unit 'Make'Model Other: Drainfield Type Nf Gravity 0 Pressure 0 Trench Qf Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Scheduler Class ASTM 2729 Daily Flow:Operating Capacity 270 gpd Length 45 ft Daily Flow:Design Flow 360 gpd Diameter 4"perf in Septic Tank Capacity(working) 1,200 gal Number 3 Receiving Soil Type(1-6) 3 Separation 3 ft Receiving Soil Appl. Rate 0.8 gpd/ft` Orifices Required Primary Area 450 ft2 Total Number of Orifices -- Designed Primary Area 450 ft2 Diameter -- in Designed Reserve Area 450 ft2 Spacing -- in Trench/Bed Width 10 ft Manifold Trench/Bed Length 45 ft Schedule/Class ASTM 2729 Elevation Measurements Length 6 ft Original Drainfield Area Slope 0-1 % Diameter 4 solid in New Slope, If Altered 0-1 % Preferred manifold configuration used'? Gif Yes 0 No Depth of Excavation UP-slope 28 in Transport Pipe from Original Grade Do,mn-slope 22 in Schedule/Class ASTM 3034 Designed Vertical Separation 36+ in Length 30 ft Gravelless Chambers Required? 0 Yes Ed No 0 Optional Diameter 4"solid in Pump Required? 0 Yes SfiNo Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day -- Duff.in Elevation Between Pump& Uppermost Orifice — ft Dose quantity -- gal Drainfield Squirt Height,Selected Residual (head) — ft Chamber Capacity(flood) -- gal Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity g Total Pressure Head — R • ❑Elapse Meter 0 Event Counter Calculated Total Pressure Head - Wlit R ' ' n — .Pump off -- m Comments JUN 2 9 2022 ENv►RON ttegN ��� tv4- I.YG DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 0 0 7 -- 5 1 -- 0 0 0 7 7 Permit Number: SWG ?DIY} -003C.0.4t* DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch BS Test hole locations wi Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank Eiti Property lines critical distances within layout to' Drainfield cover ❑ Existing and proposed wells Cki D-Box/Valve box locations Reference depth from original Grade within 100 ft of property lif Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations (,i?( Laterals;trench/bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption 111 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: Location and dimension of g Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of b+� Other Information Buildings ❑ Audible./v;'SalI.,farm referenced Yes No 66 Direction of slope indicator g Scale o:` �.ho�}n on scale Li 0 Design staked out ❑ Waterlines bar 'c' .'•, ,.) ❑ lit Recorded Notices attached g Roads, easements.driveways, „ ,,;d' .y ':c�`�), 0 g Waiver(s)attached parking41 ^ ❑ g Pump curve attached North arrow and scale drawing r �1 ;f�� ❑ Evaluation of failure shown on scale bar PAULA JO JOHNSON^:,7"i Non-residential justification 0 ' IC= St•U1ESWAM' 0 g Waste strength - isr 0 56 Flow DESIGN APPROVAL The undersigned designer must ben ' ed by '-tstal le at time of installation g Yes ❑ No Signature of Designer 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: 4110r ow" ronmental health Specialist 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: � 41- Ty , �T3 ✓ 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.dated Date: 12/7/2015 Arrow Septic Designs 171 E. Vuecrest Dr. Union, WA 98592 June 21,2022 Mason County Department of Health Services 415 N 6th St Shelton, WA 98584 RE: Brian& Dorla Milliken Property(Parcel#22007-51-00077) Evaluation of Failure Dear Inspector: Attached is a repair/upgrade septic design for a property located at 201 E Tahuha Dr., Shelton, WA 98584 in the Timberlake Community. Lots 66& 77 were combined to form a double-sized lot. There is an existing 2- bedroom manufactured home that the records show was installed in 2007. The septic records show a gravity system was installed in 1973. During recent inspections in June-2022 prior to listing the home for sale, it was discovered that the drainfield is not taking water the way it should. According to available records, it appears part of the drainfield may be under the existing garage. The old system consists of a 1,000-gallon single-compartment tank which is to be decommissioned or removed. The old drainfield is to be abandoned in place. Because we have both the space and soil depth for a compliant upgrade,the proposed replacement septic system is a 3-bedroom 450-s.f.gravity bed with a new 1,200-gallon minimum 2-compartment septic tank with effluent filter. We have also designated a full reserve drainfield area. The property seller's contact information is as follows: Brian& Dorla Milliken (on behalf of her mother Ellen Kobel) 48925 284th Ave SE Enumclaw, WA 98022 (253)677-1057 or(253)208-5476 If you need further information,please contact my office at(360) 898-2255. Sincerely, Ilk " . Shy � , Pa . .ohn O a4 L. gor§ ° t7E'F'ter eatment System Designer SCARES 1 APPROVED JUN 2 9 2022 ENZA�N°‘w MASON COUNTY ENV%RONM . ' • -o .... _. "••••. ; -. :.,„k - t• -;_. ',....r. -... "z c.) .--:-•-..• ... 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'o,, w.'8yi'C�r, APPROVED 51JOG0349Y JOHNSONX All Gaff PAULA VtiU SiGNkri•• J U N 2 9 2022 EXFIRES '' ON COUNTY ENVIRONMENTA��0�� 'IAS Lk me 'I LYC \r.sA- R`�s� { L` v s e. 5 e e_d Led e,t s { pe bs1/4i el} `� om f' -rc /uvt �.4orek_ QreJ sty c. c: ►n51.LIS LV gal;d a Pc-STM 3034' 1� j rpmS P rt- L c viz „I, I ��— 28 !1 e� r' Fe ar• td 22 1d eP* a S calc. o S /o /S Zo Note: (TYPi�I Bed Layout) Observation Port to be 4"p is 9 APPROVED PVC feCA pipe from bottom o shall be bed to installed on grade. A removable cap 13rah, „L observation port pipe. Glue"T'on bottom JUN 2 9 2022 so pipe can't be removed °� Minimum of 2 in system,one in each corner. 7( E2 9 ENtA��1�`� Laterals are to be centered in trenches. t L --. ,� d�COUNTY �Yc c-0.\0-'6 2 Allr `C 1 at' INOtkit m -f fkk z 2- elar `1' �' $4,t r t$---� 12 't r 3G'+ 4. :,,,„. p.O,_ . . , y )) T'CS4-irk. bit ,„:.5,,,_, Q. y.4 '' 5.349 0349 •.N 'Cb'�, e" e icEtZiAiiVbfaaNcr Sc4.Q.�.= , RES 0 1' Z' 3 6 .-'' O ci- 1 A SECURED LID WITH GAS TZGHT SEAL 24'DIAMETER 1 iy , _Ji . 31\-/------fixastaimaik< otsue4411_, , -1-liair :11a91 GRADE Ps 7----011111111•0 I '21_ — TO POMP FROM SEWAGE ■ FLOATIK6 MAT 50t `� APPROVED EFFLUENT __ FILTER SEPTIC TANK ?jt-C-) &-,53,kini. \\\MVi-S NiV ,`'`- i?)tri-67L-7 Cgr-c17 APPROVED . JUN 2 9 2022 'MASON CC11�P ENV IRONMENTIOSW (f etfC **Note: Septic Tanks must meet standards required by WAC chapter 246-272C 1 and manufacturer must be on the Dept of Health list of registered sewage tanks.** aviaw Septic Deaigno INSTALLATION &MAINTENANCE Gravity Distribution Systems-Bed 1. Install Laterals with contour of the ground. 2_ Install bed bottom level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the deter. fled drainfield layout Minimum of 2 required at diagonal corners of bed drainfield with bottom extending to the drainrock/native soil interface. Glue"T"to bottom so Observation Port cannot be easily ground. Install removable cap on top of port at final grade level. removed from 5. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. i down with 90-degree 6. Use distribution box with speed levelers. Divert incoming pipe angle to prevent short-circuiting. If the drain rock extends above 7. Filter fabric required over drain rock prior to back filling. natural grade,run the filter fabric at least 2 inches down the trench wall. 8. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 9. Divert all storm water runoff away from on-site sewage system. 10.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 11.No vehicular traffic over drainfield area 12. Install Bio-Tube or equivalent effluent filter at outlet end of septic tank 13.All manhole lids and access, sampling or inspection ports must have locking covers and, be located at ground level. tank and clean filters every 6-12 months as needed. 14.Inspect 15.Have the septic tank pumped or professionallyinspected c every 3 to 5 years. 16.All materials and workmanship must meet County State regulations. 17.Deviation from this design without prior approval from the Designer and Mason County Environmental-Health Department will make this design null and void. 18. All transport lines under driveways or parking areas must be encased to prevent crushing. 19.Homeowner is responsible for all property lines. ti e• ,7 -4(4- AT; NPPROVED - .0 � 51 00349 2022 PAULA JOY JOHNSON'"\ �� p��iGNC� ��F P�. EXPIRES 0 /15J lASAN 000 So e PAGE 0FI PAGFS