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HomeMy WebLinkAboutSWG2025-00301 - SWG Application / Design - 7/30/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 OW 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: SWG2025-00301 APPLICANT KWIK CONTRACTING LLC Phone: 253.549.5780 Address: P 0 BOX 4 WAUNA, WA 98395 SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE, WA 98383 SEPTIC INSTALLER FINAL VISION INC Phone: 1.360.801.5681 Address: P 0 BOX 3118 BELFAIR, WA 98528 Site Address: E Meadow Mist PI Primary Parcel Number: 222287690161 Permit Description: New 3br SFR -Sand Lined Trench Permit Submitted Date: 07/30/2025 Permit Issued Date: 09/08/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/08/2028 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. • OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: 07 , 3 0 adev....e n c cn AMOUNT RECEIVE /��� RECEIVED BY: f Public Health & Human Services jR]/ c CO cn Environmental Health 360-427-9670,ext.400 or 360-27S-4467,ext.400 (� — CO 415 N.6th Street-Shelton,WA 98584 S W G aD - 00 301 ( iU Z Cl) ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT I'r 1 PHONE m r Kwik Contracting JJ 253-225-1542 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE fuul LC"") K PO Box 4 r Wauna WA 98395 co SITE ADDRESS-STREET,CITY,ZIP CODE C� t� 'C �tl,hr E. Meadow Mist PI -'� Belfair WA 98528 I N T`/\ NAME OF DESIGNER PHONE I N Rod Left �' 360-698-8488co NAME OF INSTALLER �`^ m PHONE V PERMIT TYPE(select one) DRINKING WATER SOURCE O I Q ®RESIDENTIAL OSS ECOMMUNIPe OSS ECOMMERCIAL OSS 151 PRIVATE INDIVIDUAL WELL Eii PRIVATE TWO-PARTY WELL Z I E) H TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM Twanoh Terrace Water Co I tla NEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR I SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE W ®DESIGN FORM(REQUIRED) laSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 r I �/� 0 IfWAIVER(S)(IFAPPLICABLE) 3 -"/'[C1 Nats ❑ YES 21 NO n DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) See rnaR- rI O -I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 3 ; ,.,,A 0f` 24 LA c.9.° 03-c--- 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. I.:- TOR SIGNATURE (� �DAATE APPLICATION EXPIRATION DATE ATION APPROVED/ISSUED BY Cl `/ DATE � 'VM g%T L/ ✓[�Ce lip�CA ci ` 4T'IS -e4 AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 22228-76-90161-- -- A design will be reviewed when 3 conies 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 •a.er size: II"X 17" Permit Number: SWG 024 -0030( Designer's Name: Rod Left Kwik Contracting Designer's Phone Number: 360-698-8488 Applicant's Name: Mailing Address: PO Box 4 Designer's Address: PO Box 2954 Wauna WA 98395 City State Zip Silverdale WA 98383 Ci State Zi. Designer's Email info@acmeseptic.com Treatment Device ❑Glendon 0 Sand Filter ❑Mound 0 Sand Lined Drainfield 0 Recirculating Filter ❑ATU ❑Other Treatment Level(check all that apply): 0 A l l B 0 C ❑ BLI 0 BL2 O BL3 0 E 0 N Drainfield Type ❑ Gravity 11Pressure [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 40 ft Daily Flow:Design Flow 360 gpd Diameter 1 in # Septic Tank Capacity(working) 1,250 gal Number 3 Receiving Soil Type(1-6) 1 Separation 9 ft i Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 360 ft2 Total Number of Orifices 30 Designed Primary Area 360 ft2 Diameter 1/8 in Designed Reserve Area 360+ ft2 Spacing HIS in Trench/Bed Width 3+1 ;,t^cc ,.vi ft Manifold Trench/Bed Length 120 ft Schedule/Class 40 Elevation Measurements Length 34c. ft Original Drainfield Area Slope 5-10 % Diameter 1.25 in New Slope,If Altered 5-10 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope 16 in Transport Pipe from Original Grade Down-slope 14 in Schedule/Class 40 Designed Vertical Separation I$a(-,'it_ at-1 Se„J4in Length 24 ft Gravel-based Drainfield Required? 0 Yes liNo Diameter 2 in Pump Required? Ei Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff. in Elevation Between Pump&Uppermost Orifice 7 ft Dose quantity 57.6 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1,250 gal Uppermost Orifice 0 Higher 1�Lower than PumpShu h�) : aeck those required. PP14.4 : l , �" Capacity @ Total Pressure Headll •+', itlier'-2 ' D. stack Meter ❑event Counter Calculated Total Pressure Head 5+ s tTieg:ROST on i 4 min ,pump off 4 hrs Comments Two 24" Risers on Pump Tank MASON COUNTY ENVIRONMENTAL hL.- .- JBW Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 22228-76-90161-- -- Permit Number: SWG s '. , ,ti� . • t4 - §. -—,'IMF C.FIE STSY �: 4" 4 .? z< g y a a.�;3cr w; n� ., a� _ ..o. ,.,a�,c a _.. ..,, .. m^�:3, n�. .. <... ..,-a3Ya:.�; i�S ......, .. .. -a Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 0 Test hole locations g Drainfield orientation and layout Reference depth from original grade: El Soil logs EZI Trench/bed dimensions and g Septic tank g Property lines critical distances within layout g Drainfield cover ❑ Existing and proposed wells g 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 l' Laterals,trench/bed,top and surface water and critical areas ' Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement I1 Sand augmentation components i Orifice placement Other cross-section detail: B1 Location and dimension of El Lateral placement with distance Cf Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 6Q Buildings g Audible/visual alarm referenced Yes No Bj Direction of slope indicator ii Scale of drawing shown on scale 0 lz Design staked out g Waterlines bar 0 1 Recorded Notices attached Pi Roads,easements,driveways, El Elevation benchmark and relative ❑ C21 Waiver(s)attached parking leiA e cpIE is g ❑ Pump curve attached 1 North arrow and scale drawing ' P ❑ g Evaluation of failure shown on scale bar it tj SEP 0 8 2025 ifzis Non-residential justification 0 liff Waste strength MASON COUNTY ENVIRONMENTAL HEALTH 0 l21 Flow Y It a x, 4< ..,# -eta t*,c s rr ft 4 , r �y {a t� The undersigned designer must be notified by in Ile t time o ' lation g Yes 0 No . !*go•aoa - Si 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 lations: L) J q-g ..,,2S Envir Health Speciali Date CAUTION: DESIGN APPROV 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: '7'" l `2 5/ ✓ 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 Pump Selection for a Pressurized System -Single Family Residence Project KWIK CONTRACTING/22228-76-90161 Parameters DischargeAssertlySee 200 idea 160 TrartsportLegh 24 feet TrarspatRceClass 40 TraspctlineSize 200 ixie. ' Dstiah,gVaVEMcdd Nae 140 ' Ndc E7eracn Lit 5 feet , M3-iddLerch 36 ket _ . NlaifddPipeClass 40 Miilitl Pipe Size 125 idles . N toter dIatr-ds per Cell 3 120 Lateal Leigh 40 feet Latird PipeClass 40 _ LatralPipeSee 100 idr OrifceS¢e 1,8 idn m Orifoe8[Hx;y 4 el LL 100 ResildHes1 5 feet I FbwM N itin I- � ate I— 'A tl-af Friction I rr;as 0 feet •p 03 Calculations o 80 NFirrun Flow Rae pa-Orifice 043 gm NurtecfOriicespaZae 33 a, TcdFbwRae per are 14.4 gm 0 i PF5005} Nurter cflaaralspeZae 3 o 60 tip_' %FIavD iallsitastQ4e 1.9 % N Trarspat\ 1.4 ps tir Frictional Head Losses 40 Less Itrculi Dsderga 04 f� �` Lces in Trarspat 0.1 fed // LcsshrcujiVAR 0.0 fed / I ncs inNlaribd 02 feet // • I nsnlatrals 02 kFi 20 ` • Irxstmt,FbNretr 0.0 feet 'Adi-ai Friction l news 0.0 fed • Pipe Volumes 0 VdcfTrarspotLire 42 gsds 0 10 20 30 40 50 60 70 80 VdofMaritid 28 Os Net Discharge(gpm) Vdcf LsparZc e 5.4 gas Tdal Vdure 124 gals Minimum Pump Requirements PumpData Legend DcsigiFbNRai: 14.4 gm PF5005Hi4-t Head EtuatRrrp SystrnCuve TdaiDyretric.Heai 110 led 53GP A,1QH P 11323 J10Eariz200'230J.306D-Iz RnpCtrve — 'j PurpOpfrrel Ram — PP 6 e V t 1 :; t w 0�rg�d 0 A .� Desig,P rt Q SEP Q 8 2025 ``;'/ t ,1�>. 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