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HomeMy WebLinkAboutSWG2025-00193 - SWG Application / Design - 5/22/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 MI BELFAIR:360-275-4467,EXT 400 -_1 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00193 C,6uNTI APPLICANT Jayce Kadoun Phone: Address: 3133 SE Arcadia Rd SHELTON, WA 98584 OWNER TRU NORTH INVESTMENTS LLC Phone: 360.426.4987 Address: 10441 CASE RD SW OLYMPIA, WA 98512 SEPTIC DESIGNER MICAH HALVERSON* Phone: 360-490-6365 Address: PO BOX 1519 SHELTON, WA 98584 SEPTIC INSTALLER MANKE EXCAVATING LLC Phone: (360)490-0791 Address: 1909 PATTERSON ROAD SHELTON, WA 98584 Site Address: UNKNOWN Primary Parcel Number: 222125204025 Permit Description: New 4bd gravity trench Permit Submitted Date: 05/22/2025 Permit Issued Date: 06/27/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/04/2028 (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 FYI Fees will need to be paid for GEO Report 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: ma soncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLYa. - M A S O N COUNTY DATE RECEIVED: 65 — z z - zo N AMOUNT RECEIVED:1, /� RECEIVED BY: CO (J) Public Health & Human Services ] Sf 0 m (n Environmental a Health lion,W-9 85 ext.400 or 360 275 4467,ext.400 SVVG ZoZ' _ ` () I� O ° 415 N.6th Street-Shelton,WA 98584 �Jl o Z (i ON-SITE SEWAGE SYSTEM APPLICATION 3 m n APPLICANT PHONE m Jayce Kadoun r Y C-� Z MAILING ADDRESS-STREET,CITY.STATE.ZIP CODE .n 3 3133 SE ARCADIA RD r '-, a SHELTON WA 98584 ID 73 SITE ADDRESS-STREET,CITY,ZIP CODE N Undeveloped - Land I N NAME OF DESIGNER +j PHONE I N e MICAH HALVERSON ,�! 360-490-6365 NAME OF INSTALLER PHONE I N 1 L2 MANKE EXCAVATING co PERMIT TYPE(select one) DRINKING WATER SOURCE O S I$ RESIDENTIAL OSS l COMMUNITY OSS n COMMERCIAL OSS El PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z I IVc� '' TYPE OF WORK(select one) 2 PUBLIC WATER SYSTEM I I NEW CONSTRUCTION/UPGRADES Et REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR 101 SUBMITTALS 0 SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINECO V(DESIGN FORM(REQUIRED) Pi SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2 02 57 r0 I N WAIVER(S)(IF APPLICABLE) 4 5.48 ❑ YES ❑� NO n I ' o DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) FROM UNION WA DRIVE EAST TOWARD BELFAIR. PRIVATE ROAD IS LOCATED ON I .t' SOUTH SIDE OF HWY106 APPROXIMATLY ACROSS FROM ADDRESS 17421. PRIVATE DRIVE IS MARKED WITH ORANGE TRAFFIC CONES. DRIVE UP PRIVATE o I o GRAVEL ROAD, TEST HOLES ARE MARKED WITH PINK RIBBON . N SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 01 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) 0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS c Q 1D Lr5 11011 011 Gk T1 Sa► RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE 01.f12 X (I Lt *(21tlifi9)1 c... .1\ (:A-1-1/1/3"--- THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 222125204025 -- -- A design will be reviewed when 3 conies of each of the following are submitted: 1 Completed design form that has been signed and dated. 1 Scaled layout sketch,including all applicable items on checklist. 1 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 A o ZS- oo 19 g Designer's Name: MICAH HALVERSON 1 Jayce Kadoun Designer's Phone Number: 360-490-6365 Applicant's Name: PO BOX 1519 -" Mailing Address: 3133 SE ARCADIA RD Designer's Address: SHELTON WA 98584 City State Zip SHELTON WA 98584 City State Zip Designer's Email HALVERSONDESIGNLLC e+11 DESIGN PARAMETERS Treatment Device 0 Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU D O1}1epEPTIC TANK r Treatment Level(check all that apply): 0 A 0 B 0 C 0 BLl ❑BL2 ❑BL3 fl E 0 N Drainfield Type [Gravity 0 Pressure Itif Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class 2729 PERF Daily Flow:Operating Capacity 360 gpd Length 67 ft Daily Flow:Design Flow 480 gpd Diameter 4 in Septic Tank Capacity(working) 1200 gal Number 4 Receiving Soil Type(1-6) 4 Separation 5'ON-CENTER ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 800 ft2 Total Number of Orifices PERF Designed Primary Area 804 ft2 Diameter " in w Designed Reserve Area 804 ft2 Spacing in Trench/Bed Width 3 ft Manifold Trench/Bed Length 268 ft Schedule/Class 6 HOLE D-BOX Elevation Measurements Length ft w Original Drainfield Area Slope 15 % Diameter in New Slope,If Altered SAME % Preferred manifold configuration used? 0 Yes fief No Depth of Excavation Up-slope 24 in Transport Pipe from Original Grade Down-slope 6-18.6 in Schedule/Class 3034 Designed Vertical Separation 36+ in Length 6 ft Gravel-based Drainfield Required? IYI Yes 0 No Diameter 4 in Pump Required? 0 Yes FoNo Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day GRAVITY Diff.in Elevation Between Pump&Uppermost Orifice ft Dose quantity gal " Drainfield Squirt Height/Selected Residual(head) ft Chamber Capacity(flood) gal Pump controls: Please check those required. Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Capacity @ Total Pressure Head gpm 0 Timer 0 Elapse Meter 0 If Timer: PumpEvent Counter Calculated Total Pressure Head ft on �n� N/A Comments J U N 2 7 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET Revised:4/14/2025 f %DESIGN FORM—PAGE TWO Assessor's Parcel Number:222125204025 -- -- Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch WI Test hole locations Iii Drainfield orientation and layout Reference depth from original grade: g Soil logs Eli Trench/bed dimensions and 66 Septic tank g Property lines critical distances within layout G1 Drainfield cover box locations l N IiiBox ave gExisting and proposed wells D- Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: IW1 Measurements to cuts,banks,and locations l' Laterals,trench/bed,top and surface water and critical areas iiZ1 Observation port location bottom g Location and orientation of 12i Clean-out location 0 Curtain drain collector curtain drain and all absorption Eid Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: g Location and dimension of Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Other Information ili Buildings el Audible/visual alarm referenced Yes No 10 Direction of slope indicator GI Scale of drawing shown on scale ❑ stf Design staked out lg Waterlines bar ❑ stf Recorded Notices attached 1 lid Roads,easements,driveways, 0 Elevation benchmark and relative 0 iI Waiver(s)attached parking elevations of system components 0 Er Pump curve attached lid North arrow and scale drawing 0 i 1 Evaluation of failure 1' shown on scale bar Non-residential justification ❑ fill Waste strength o el Flow DESIGN APPROVAL The undersigned designer must be ified by installer at time of installation it Yes 0 No 12c_,- S/=z/2ezr 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: (D LOil (7,1 11,r Environme tal Health pecialist 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: () 17'6 ✓ 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 Tabloid 11" X 17" \ -17_6 . 0M Z / / \ � CO ' d X / \ \ CD c a ,Dj / to yiv y<3 O / / 106 0 x A / / \,_� 2m \ \ I c7 T \ 3 7 d T / O V \ \ . 3,gc D \ ---- _____ — ____ ____ — I c ` V \ '� N rr= � FF—> C \ � Lr = N S �� Z m I o m X 5 C�17(S 0 \ N I . 7 Cl) . 9. , \ Q. 5 rn 11 O ro v s CD \ r i ry • 9 N m 2 - - - - - - I z "'I sd I , rn : E r- o II ' co. z I j° I ' :UL)° 0 1 . - m m O r+ • a m p o , R • re C7 Q I- 0 - � yN CO z ICI I .. ■r um pi we moo O A IS OI I 0 -I CO 0jm o I<' I 10 ,) 1>m I mo • w s :. S= o Z „ So o A., _m = o I 0D7 e/ II0 T • a I t - '° oa Do KTn �. 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O O �L Vi (n N O fl CD ° 3 U) 74.73 tl) "6 N_ CO Cn -• Cn N a) CD 7• 0cn -I O 0 0 7 CD `< 7 a) a) 7 0 7 Cl) ,- CD C ( ° -0 0 P. 0 7 ° O n 0 O m '• ° to v ° ° N h ° O 3 0 7 3 .. n• OO 0 `< Oh 7 C 7 O m = cA 7 �_ Cp cn m CO -„ O O cn 7 = C1 7 -D a a . (f) 0.-mp N CD M O a O ° cn 7 � ° 0 7 � -CD .--. a. (D (�D N (D O• (� ° Cn 7• O N ° N - u) CD Cv — 3ccc� o 0� 3 3 CD CD 0w 7a m m y N 7 0 7 a m - m o ci 7 ° SHEET NUMBER o ,layc e Kadoun Site Info. Parcel# 22212-52-04025 M.Halverson Design LLC Mailing: 3133 SE ARCADIA RD 4 Po Box 1519 Shelton Wa 98584 LAKEWOOD PLAT C PCL 4 OF BLA# 23-41 SHELTON, WA 98584 REVISION K. HalversondesionllcAoutlook.com