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HomeMy WebLinkAboutSWG2025-00421 - SWG Application / Design - 11/19/2025 i, ON, 584 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400 SHELTON:360-427-9670,EXT 400 I. 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: SWG2025-00421 APPLICANT BONAR COREY&THERESA Phone: Address: 3882 RAMA DR E PORT ORCHARD, WA 98366 OWNER BONAR COREY&THERESA Phone: Address: 3882 RAMA DR E PORT ORCHARD, WA 98366 SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE, WA 98383 U00 117q Site Address: 281 E CANYON VIEW RD Primary Parcel Number: 222215200041 Permit Description: New 2bd ATU to pressure bed Permit Submitted Date: 10/21/2025 Permit Issued Date: 11/19/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 11/12/2028 (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 DATERECENED: /� I�� //��^� (/ (/ ///O J� Q-J� CD D .IL c u) AMOUNT RECEIVED: RECEIVED BY: 0 Cl) �=-= Public Health & Human Services $ 655j poop oPF 1�}4 o ��� cn Environmental Health 360 427-9670,ext.400 or 360 275 4467,ext.400 /,(�o�'j - U��^ Q cn 415 N.6th Street-Shelton,WA 98584 OO//�` _;.'. Q 73 z Cl) ON-SITE SEWAGE SYSTEM APPLICATION m m APPLICANT PHONE Corey and Theresa Bonar C1 Z r C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE w 3882 Rama Dr E ci N ' Port Orchard WA 98366 ca • SITE ADDRESS-STREET,CITY,ZIP CODE 281E Canyon View Rd & Belfair WA 98528 I N.) NAME OF DESIGNER ~ ` PHONE I j Rod Left c 360-698-8488 � u) NAME OF INSTALLER Q PHONE 0 IV 5 I O PERMIT TYPE(select one) DRINKING WATER SOURCE O Q ®RESIDENTIAL OSS 15COMMUNITY OSS IECOMMERCIAL OSS Ell PRIVATE INDIVIDUAL WELL ED PRIVATE TWO-PARTY WELL Z 'A' ®PUBLIC WATER SYSTEM Twarwah Falls Beach Club-10751 TYPE OF WORK(select one) ?l NEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR ElC SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE SUBMITTALS ®DESIGN FORM(REQUIRED) ®SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? O t 2 0.22 act 0 YES Q NO 0 �WAIVER(S)(IF APPLICABLE) X DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) 06/ r- 0 --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/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT El HOME SALE ['COMPLAINT ❑OTHER: - INSPECTOR SOIL LOGS COMMENTS I CONDITIONS 1 '?i- o \�' \f s ki( i �� - „tom S . -13: 0-7.Z „,., Russ,,u-S CD \on.6 Tti, , `' _�/�•`, RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE bt\OVAitp0 INSPECTOR SIGNATURE ('1R17,5 \tIyl� K II, )il�.� THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 Y DE.tGN FORM-PAGE ONE Assessor's Parcel Number: 22221-52-00041-- -- 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 .a••r size: 11"X 17" _ r z.z (]� �'"l,( Designer's Name: Rod Left Permit Number: SWG •Corey&Theresa Boner Designer's Phone Number: 360-698-8488 Applicant's Name: Mailing Address: PO Box 2954 3882 Rama Dr E Designer's Address: Silverdale WA 98383 Port Orchard WA 98366 City State Zip Ci State Zi• Designees Email info@acmeseptic.com Treatment Device ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU NuWater ❑Other Treatment Level(check all that apply): 0 A E B g(C ❑BL1 C 'BL2 2(BL3 Eh (1N Drainfield Type ❑ Gravity RI Pressure 0 Trench ( Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow:Operating Capacity 1150 gpd Length 24 ft Daily Flow:Design Flow 240 gpd Diameter 1 in Septic Tank Capacity(working) 1000 gal Number Y S Receiving Soil Type(1-6) 1 Separation 3-5 ft 1.0 gpd/ft2 Orifices gl Receiving Soil Appl.RateC to Required Primary Area \\ 240 ft2 Total Number of Orifices t'f ' y.✓' Designed Primary Area 240 ft2 Diameter 1/8 in 1' Designed Reserve Area 240 ft2 Spacing X it in Trench/Bed Width 10 ft Manifold Trench/Bed Length 24 ft Schedule/Class 40 Elevation Measurements Length 8 ft Original Drainfield Area Slope 3 % Diameter i.as in 4 New Slope,If Altered 3 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope ii, in Transport Pipe from Original Grade Do -slope 10 in Schedule/Class 40 Designed Vertical Separation it in Length 4 d ft Gravel-based Drainfield Required? Ef Yes 0 No Diameter 2 in Pump Required? RI Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 8 Diff. in Elevation Between Pump&Uppermost Orifice 4---I ft Dose quantity 30 gal Drainfield Squirt Height/Selected Residual(head) 6 ft Chamber Capacity(flood) 1000 gal Pump controls:Please check those required. Uppermost Orifice gHigher 0 Lower than Thi*np Shutoff Timer 0 Fapse Meter ❑went Counter Capacity @ Total Pressure Head cl. I gpm FE 3 hours Calculated Total Pressure Head 15.LI ft If Timer: Pump on 3 rq,h a4 Stl. ,Pump off — Comments _ ►-' 1\0 V tz . NOV 19 2025 MASON COUNTY ENV1RCNVENTAL K"cs'cd:4/14/2025 RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:22221-52-00041-- -- Permit Number: SWG 2.0 ps- 00(-I 021 DESIGN CHEGKL ' __ _ Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ft Test hole locations Z Drainfield orientation and layout Reference depth from original grade: 0 Soil logs Eiii Trench/bed dimensions and [ii Septic tank Pi Property lines critical distances within layout g Drainfield cover Eif D-BoxNalve box locations Reference depth from original ade ❑ Existing and proposed wells Pgrade within 100 ft of property lil Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations [if Laterals,trench/bed,top and surface water and critical areas 6d Observation port location bottom ❑ Location and orientation of IAClean-out location 0 Curtain drain collector❑ Sand augmentation curtain drain and all absorption Manifold placement components g Orifice placement Other cross-section detail: Ri Location and dimension of GS Observation ports/clean-outs � Lateral placement with distance primary system and reserve area to edge of bed Other Information 0 Buildings RI Audible/visual alarm referenced Yes No 6-6 Direction of slope indicator l Scale of drawing shown on scale 0 g Design staked out RI Waterlines bar 0 g Recorded Notices attached Roads, easements,driveways, 0 Elevation benchmark and relative 0 lif Waiver(s)attached parking elevations of system components g 0 Pump curve attached 0 Gii Evaluation of failure RINorth arrow and scale drawing shown on scale bar Non-residential justification ❑ C�Waste strength ❑ IR1 Flow The undersigned designer must be notified by in taller at time of installation l31 Yes 0 No ..,Z /0 ao dS Si e 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:RIVAY\p<OVI 't ,a(I,( Environmental Health Spe ialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: / The design is stamped"Approved"by Mason County Public Health. IL(tr-i//,, e- ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ( (�/ ✓ 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 iiIINIIIMIllmimmomillr NoLJNA/. .-al- Iteor- - 411111'. „� _ Aavar+do.e-..T..teMre++M>;?,.,,..•���[rN�->L��1�t+c 1 . • . • APPROVED il 1 7 I \' NOV 19 2925 , • , ' ,t. I MASON COU 'Y`£�p RO!,YE TAL HEALTH 0 4f ,,,. ,-..•,...'1.,..:) t�Ir ,v ' 1i 1 i`a n `1 41. :•• •.•..‹•. iii4i°0i4s iO4,1i1' ,® C . •ice ti !. �. is r 1 r ' 11) 7.0 • ee �! 11) O 101°11/ .11 t.....1.3,40 14 . ' Art drA. it& PARTS LIST NuWater NR Assembly Diagram It .,., A.DUAL PORT AERATOR M.;POLYPWFU ER.BAR(Z B.3/8"RUBBER 90'W/CLAMPS(2) Pi.1"PVC_(3 1/2"SECTION) li C.3/6'BARBED ADAPTOR X 1/2"NPT(2) 0:1'SUP CAP • .. . (n • D.1/2"SUP X 1/7'NPTADAPTOR P..1v8"CLEAyR PVC N05E(dPIi019L451 q Q 1/r PC:PIPVE Y INSTALI 1=f� E 1"STREET X:1/2'NP'E:BUSHING(3) . ... �, F.1/2"90•EL.BOW'(3) R.1"PVC PIPElBYINSTALi.ER). , G V":X 1"X 1/2'TEE S.2'•P PIPE.(BY{NSTALLER). 41111, ilk P� T.1/!"BARBED ADAPTOR TO 1/4"NPT:(Z). I.2"X 1"BUSIUNG U.1/r STREET.);114"NET BUSHING.0 :..•� J.2"SANITARY TEE: . V.1/2"PVC COUPLER(2) e 7 K.1"PVC CROSS 'tilt Y'tOUPLIgt.*INei►LLti4 } L.1"COUPLERoreINSTALLERa _ Revised 2/25/12 • • / g_2. DUAL PORT AERATOR', WATERTIGHT A LID VENT(typ) RISERS(TYP) 1-- J kl 1 r-----1 J 1 \ 36"MAX. 1'PVC(TYP) r elk 1I2"PVC MASTIC AIRLINE r 1 IL 4' 1—( \ 2"COUPLING t '.. &REDUCER 6" t t.1-1 •,, 2'TEE PVC NLUDGE 1 R2" RETURN LINE 2"PVC J TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:191 GAL. 65" 58' 5 54" 50' I ° ° ° E/// 1"X 112" 36' o 0 o 0 TEE 0 0 0 0 i Y 'a act 6� L.— 12' NOV (� DIFFUSER BARS(2) T NOV J 2025 •OO PARALEL TO TANK WALL 4• o y I \ �—� MASON c.o�r� 1 1(�p(�,�',C�ryTA 1 'q}'�yA��7u SLUDGE RETURN \ \ \ 'f R1Q�11C4 �" E'i•YiPeVflfR'G"'"'_ '_"_T j // ,.5-TAPER .i'/ RET SIDE VIEW 1'=1.4 n. STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL 1 INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 9'-2 2)If bottom of hole is stony,install 3"of compact sand&level t \ out with screed. 3)Install tank in center of hole,keeping 1 ft.void space on """"" 24"BLOWER all sides. 24"RISERS r"P) BLOER 4)As tank is filling with water,fill in void space with compact I •N TOP OF !,CAS granular(sandy)soil free of large dumps of clay. 5)Install rest of system,&affix risers to adapters with I 3 4_g• waterproof adhesive. 6)Perform watertightness test in field as required by local IP jurisdiction. 12"RISER I 7)Upon approval to backfill,carefully backfill with native TRASH CHAMBER I DI E r I I C(ARIFIER soils over top of tank.8)Final grade the surface to avoid chanelling surface L _ _ _ _ _—_I L _1 L _ _J water toward tank. TOP VIEW 1"=2.8ft AEROBIC TREATMENT TANK DETAIL FOR ir ' NuWATER BNR-500 TREATMENT UNIT ,•• •` "' y;a ENVIRO-FLO, INC. `',� REVISED: s` Wastewater Treatment Technologies 3/01/12 .,•,h,r P.O. BOX 321161, Flowood,MS 39232 SCALE: (877) 836-8476 (601) 845-4716 fax 1" = 1"4 ft. www.en viro-flo.net Pump Selection for a Pressurized System -Single Family Residence Project SONAR/22221-52-00041 Parameters 160 D Sze 200 inches TraspalLar 40 lat TraspatPpeClass 40 TraspatLine Sze 20 hues DistixingValvdNodd Nae 140 Ntac Eetaicn lit 10 tet MaifddLerc#i 14 fed Maifdd Pipe Class 40 Mentid Pipe CaP 125 irides N'frier cfldedspa-Cell 3 120 Laird Len* 24 bet Llad Pipe Clees 40 L rdPpeSze 1DD irctes e. Orifce�edrg /44 1.5 fat a 100 Resit. Heed 5 X FL:IA/ fir Nape es F- AdduiFrEimLoSSES 0 fed Ti to x 80 Calculations V NiririmFla✓Rale per Orifice 043 g al c N unto-cfOntespaZae 21 T PFS003 i TddFbnR*paZone 9.1 NurtiacflairalsPa Zae 3 60 O %FbNDiererid 1stastOrifoce 05 % l— Traspat\ x* 09 to Frictional Head Losses0 Lsstiu Disdage 02 lsnTraisa t 01 f ..„.„.. Lst ra#V 00 LsnLs41 20I ;;jiri LLSstIaFantrelrr 0D fact IS' 'Add-al Fri:San Losses OD fad Pipe Volumes 00 10 20 30 40 50 60 70 80 VddTtritid Lie Net Discharge(gpm) Vd dnnailid 1.1 g ds Vd cflArds per Zae 32 cds TodVdme 113 gals Minimum Pump Requirements P um pData Legend PF5035HitHeedEtfuatPurp SystanCuve -- DesigrFbAtRae 91 WmTdalDyraln.Hezd 154 feet 50GPNL121P 11520✓1060-14.1:0710J. 60H z PurpCuve PurpOpir Rage -- /�P os O .. =- PR® EL o NOV1920 �� MASON COUNry IL ER RON,MEh'TAL HEALTH iiid .-4, ,, I _ 'r -T� .. i_ ClEil R•• LEFT = LICENSED 9ESIGNER Orenco Syr<tsrwe 07//// Incorporated EXPIRES 12115// Cowgirl vile A,.oL, AlNW Mason County WA GIS Web Map : f/f r _ ( -,... c. = i , ' iMP,4,--,--- dii....0 ' - , - . ____. 0 =. ....------i-_-- ----w,.. /..... _,...•. i.ai . , . . _ , .. .., , , iiii,„„,,, ,, . .. ..,..; ,. .1 1 r .p1 l hi LL r La Srir. / - / \ I / i , ,- 0. • L .:0''' / � ..� pp�\u 'v L"oL 1:6,124 8/25/2025, 11:22:49 AM 0 0.05 0.1 0.2 mi 0 County Boundary NOV 19 2025 r r ? , r , ` , . l 1 0 0.07 0.15 0.3 km MASON COUNTY E,NV1RON.ME9TAL t. 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