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HomeMy WebLinkAboutswg2024-00422 - SWG Application / Design - 4/28/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 A : 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: SWG2024-00422 r0- APPLICANT VEVERKA LUCAS J & YEVGENIYA J Phone: 612-709-4431 Address: 8207 ROOSEVELT WAY NE SEATTLE, WA 98115 OWNER VEVERKA LUCAS J &YEVGENIYA J Phone: 612-709-4431 Address: 8207 ROOSEVELT WAY NE SEATTLE, WA 98115 SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365 Address: PO BOX 1519 SHELTON, WA 98584 SEPTIC INSTALLER JAMIE WORKMAN* Phone: 360-463-9573 Address: 120 E TIMBERLAKE DR SHELTON, WA 98584 Site Address: 340 NE Lakeshore Dr N Primary Parcel Number: 322145101020 Replacement (Revised): 3-Bedroom NuWater BNR500 Pressure Bed Permit Description:9 System Permit Submitted Date: 10/22/2024 Permit Issued Date: 04/28/2025 Issued By: David Anderson Current Permit Fees Paid: $970.00 (additional fees may be required upon installation of system). Permit Expiration Date: 11/19/2025 (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 Drainfield to be installed no less than 2 ft from the garage foundation. Maintain 10 ft of separation between the water line and the tanks and drain fields. 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 DATERECENEO oq z4- 2oz� � n cCA AMOUNT RECEIVED RECEIVED BY: P Public Health & Human Services Di go W m cn Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 �j \ /, C 415 N.6th Street -Shelton,WA 98584 S W G L V Z 4 — OC)LIZZ O ll f�- 3 x Z (n ON-SITE SEWAGE SYSTEM APPLICATION n m n APPLICANT ��`` PHONE m m VEVERKA, LUCAS J ,. 612 709-4431 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE C,_.\i ••j j 8207 ROOSEVELT WAY NE C-. ( . ' ' SEATTLE WA 98115 SITE ADDRESS-STREET.CITY,ZIP CODE &';Ir -IP' n ' 330 NE LAKESHORE DR N . TAHUYA WA 98588 c.,a NAME OF DESIGNER L"L1. PHONE Micah Halverson p 360-490-6365 NAME OF INSTALLER "�•-:: •:.'4, PHONE a I N Jamie Workman �-- 360-463-9573 PERMIT TYPE(select one) DRINKING WATER SOURCE FAI0 f7r RESIDENTIAL OSS fl COMMUNITY OSS rl COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) 17 PUBLIC WATER SYSTEM H r b NEW CONSTRUCTION/UPGRADES I1 REPAIR/REPLACEMENT OTHER DETAILS(select atl that apply) ❑ TABLE X REPAIR I (/) SUBMITTALS 0 SURFACING SEWAGE igi EXISTING FAILURE IA SHORELINE co Wi DESIGN FORM(REQUIRED) 171 SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4I1/2025/ r O FJ WAIVER(S)(IF APPLICABLE) 3 .71Ac ❑ YES NO n X I '-\ DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) X (Revision) 1 Attention: Dave Anderson o IrN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. N 10 OFFICIAL USE ONLY BELOW THIS LINE " UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS I CONDITIONS VI , a _ 6 crate( 1(( 6 - 32 '• E TrftI nas{-al 3Z" L.< 4, SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE A CATION EXPIRATION DATE APPLIC ION APPROVED/ISSUED BY DATE ii) -- I(( (9(707, C APP 7PozS-- Y Z w THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 4 M.Halverson Design LLC On-Site Wastewater Designs PO Box 1519 Shelton,WA 98584 Cell(360)490-6365 Email:halversondesignllc@outlook.com To: Mason County Community Services- Environmental Health 415 N. 6th Street Shelton WA 98584 Reference: 330 NE LAKESHORE DR N, TAHUYA 98588 Owner/Applicant: VEVERKA, LUCAS J Parcel#: 32214-51-01020 This letter is regarding an existing septic failure on the above-mentioned property. It is the owner's intent to have this system replaced as soon as possible. I have proposed an ATU meeting treatment level B & BL2 to a pressure bed with 18"+ Vertical separation in Type 1 soil. The proposed design utilizes an existing pump line that appears to be in good working order. A valve assembly will route the treated effluent to the new pressure bed. The existing drainfield will stay connected but will have a valve turned Off. It is my experience that after several years with no use these drainfields can fix themselves. This property has very few options for a reserve drainfield, so it is my recommendation to attempt to utilize the existing drainfield for future use (if needed). s tI L- DI Sincerely 1 11/ I Micah Halverson � ati 111 Licensed On-Site Wastewater Designer , 4�:� $ t1 4/23/2025 /� satgla �' 5100409 W1 AMCAHTHAtIEL HALVER90N� LICENSED DESIGNER 41 • EXPIRES'09116L 7 V bESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 2 1 4 — 5 1 — 0 1 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. '1 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 202,4- b 14 V 2-4 Designer's Name: Micah Halverson Applicant's Name: VEVERKA,LUCAS J Designer's Phone Number: 360-490-6365 Mailing Address: 8207 ROOSEVELT WAY NE Designer's Address: PO Box 1519 SEATTLE Wa 98115 City State Zip Shelton Wa 98584 City State Zip Designer's Email halversondesignlIc@outlooks DESIGN PARAMETERS Treatment Device ❑Glendon CI Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU BNR-500 U Other Treatment Level(check all that apply): 0 A O B 0 C 0 BLl 0 BL2 ❑BL3 ❑E 0 N Drainfield Type ❑Gravity 51Pressure 0 Trench NI 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 33,35,37,39 ft Daily Flow:Design Flow 360 gpd Diameter 1 1/4 in Septic Tank Capacity(working) 500+Nuwater gal Number 4 Receiving Soil Type(1-6) 1 Separation 2.5 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 360 ft2 Total Number of Orifices 70 Designed Primary Area 370 ft2 Diameter 1/8 in Designed Reserve Area N/A ft2 Spacing 24 in Trench/Bed Width 10 ft Manifold Trench/Bed Length 40.65 ft Schedule/Class 40 Elevation Measurements Length 8 ft Original Drainfield Area Slope Level % Diameter 2 in New Slope, If Altered same % Preferred manifold configuration used? 0 Yes Gil No Depth of Excavation Up-slope 14 in Transport Pipe from Original Grade Down-slope 6-14 in Schedule/Class 40 Designed Vertical Separation 18+ in Length 200 ft Gravel-based Drainfield Required? g Yes 0 No Diameter Existing 1 1/2&New 2" in Pump Required? st1 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 45 Diff.in Elevation Between Pump&Uppermost Orifice 12 ft Dose quantity gal Drainfield Squirt Height/Selected Residual(head) 5+ ft Chamber Capacity(flood) 1223 gal Uppermost Orifice Fe Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 31.2 gpm El Timer liti Elapse Meter lig Event Counter Calculated Total Pressure Head 40.2 ft If Timer: Pump on TBD ,Pump off 4hrs Comments Revised:4/14/2025 DESIGN FORM-PAGE TWO Assessor's Parcel Number: 3 2 2 1 4 - 5 1 -- 0 1 0 2 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ed Test hole locations 121Drainfield orientation and layout Reference depth from original grade: lid Soil logs Ed Trench/bed dimensions and El Septic tank Iii Property lines critical distances within layout 121 Drainfield cover 66 Existing and proposed wells lifD-Box/Valve box locations Reference depth from original grade within 100 ft of property lif Septic tank/pump chamber and restrictive strata: Pi Measurements to cuts,banks, and locations gf Laterals,trench bed,top and surface water and critical areas Pi Observation port location bottom 121 Location and orientation of lig Clean-out location 0 Curtain drain collector curtain drain and all absorption 5±1 Manifold placement 0 Sand augmentation components Qi Orifice placement Other cross-section detail: Pi Location and dimension of 66 Lateral placement with distance el Observation ports/clean-outs primary system and reserve area to edge of bed Buildings Other Information lif Audible/visual alarm referenced Yes No 21 Direction of slope indicator GI Scale of drawing shown on scale 56 ❑ Design staked out id Waterlines bar 0 lif Recorded Notices attached Iii Roads,easements,driveways, p Elevation benchmark and relative 0 It Waiver(s)attached parking elevations of system components I21 0 Pump curve attached Fd North arrow and scale drawing 0 Q(Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be ified by installer at time of installation It Yes 0 No �`-- y/zs�Tazs Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and deternYinell it;tol in, compliance with state and local on-site regulations: 6 �, ',"� 'fa/ LI ( Z3yzQ ?S9- PA spiv APR?8 2025 Environmental Health Specialist Date COUN7yEhV/RoA„. NT CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITN: A( Id -EA(Ty ✓ The design is stamped"Approved"by Mason County Public Health. I The Onsite Sewage Permit has not expired,the Permit Expiration Date is: t ((7l ZO7s' 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. Revised:4/14/2025 • Ko -i . N Wo) -, CO • 0 CD CD _ N , CO �Ca � N � (I) O- . +7 Kf1lG� o_ — ' G O . = O 0 al • = 3 P. = N < r 0nh LC pi r• • n CD —0- C O ri CD a 0 Fr; . • m O (D re ` s� = v • ' 0. 0 O • 2 , � • m ■ • • o C. ,• • co °0- T3n n I V • •• g 0 (O o I Q • (D o N a- In' • • ?'• fD O • y /V �f'01 3se Q -0 o - I o oCD CD . a f. 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