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HomeMy WebLinkAboutSWG2022-00365 - SWG Application / Design - 6/24/2022 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670, EXT 400 i _ = COMMUNITY SERVICES BELFAIR: 360-482-5269,EXT 400 / Budding,Planning,@nvirunmenUI Health,Community Health FAX:360-427-7787 On-Site Sewage System Tank Only Permit: SWG2022-00365 APPLICANT BYERLY JOHN H &SHIRLEY Phone: 360-275-6230 Address: PO BOX 133 BELFAIR, WA 98528 OWNER BYERLY JOHN H & SHIRLEY Phone: 360-275-6230 Address: PO BOX 133 BELFAIR, WA 98528 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER JOE FASSIO-Joe Fassio Excavating Phone: 360-898-7286 Address: P.O. BOX 362 UNION, WA 98546 Site Address: 111 NE COLLINS LAKE DR Primary Parcel Number: 223315200077 Permit Description: Adding trash, nuwater, and pump tanks for SWG2017-00072 Permit Submitted Date: 06/24/2022 Permit Issued Date: 06/24/2022 Issued By: Rhonda Thompson Current Permit Fees Paid: $240.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/24/2025 (based on date of inspection) Type of Work OSS New Construction Components being Replaced: Septic and Pump Tanks Surfacing Sewage? No Existing Failure? No Shoreline? No Horizontal Setbacks Met? Yes Number of Bedrooms: 3 Drinking Water Source: Public Water System Additional Details: Add trash, Nuwater and pump tank Permit Conditions: 4 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County 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/OR 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. t , , 12 OFFICIAL USE ONLY DATE RECEIVED: ` ,�1 2.,A Vi.\�L-2 -„ ---:- MASON COUNTY W U //�v d6 �' COMMUNITY SERVICES AMOUNT RECEIVED: �� RECEIVED BY: ��V� �--� C U) ✓r COMMUNITY 1 1 1 03 CI) 2A`i 0 to �,% Public Health(Community Health/Environmental Health) co 360• N.Eth Str ext.400 or56G2 i S-4..o,,ezt 400 SV a (/�. �Oi1 c j c OCI) O -- q 7 5 N.6th Street�Shelton,VJA 98584 V\1/)(t,'J L J � • Z di ON-SITE SEWAGE TANK ONLY APPLICATION › n APPLICANT PHONE m r John Byerly (360) 275-6230 z MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE Q to E PO Box 133, Belfair, WA 98528 5 73 SITE ADDRESS-STREET.CITY,ZIP CODE I N 111 NE Collins Lake Dr,Tahuya,WA 98588 r NAME OF DESIGNER PHONE a) I N Arrow Septic Designs, Inc (360)898-2255 NAME OF INSTALLER PHONE ci ( CO Fassio Excavating (360)898-7286 cn W TYPE OF WORK(select one,) DRINKING WATER SOURCE Q NEW CONSTRUCTION/UPGRADES 0 REPAIR/REPLACEMENT 0 PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z —.a El PUBLIC WATER SYSTEM t COMPONENT(S)TO BE REPLACED!INSTALLED CO MI SEPTIC TANK fil PUMP TANK 0 RV HOLDING TANK BEDROOMS LOT SIZE ( 01 ❑ OTHER 3 .44 acres co N OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST O I ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE ® 100FT+PUBLIC/COMMUNITY WELLS I7 k X CI SUBMITTALS MISOFT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS ® PLOT PLAN(REQUIRED) ®TANK CROSS SECTION(REQUIRED) ® 10FT+DRINKING WATER SUPPLY LINES I O ® PUMP DETAILS(IF APPLICABLE) 0 WAIVER(S)(IF APPLICABLE) III 5FT+PROPERTY!EASEMENT LINES,FOUNDATIONS,FOOTINGS PLOT PLAN CHECKLIST 0 I a ® PROPERTY LINES AND EASEMENTS III EXISTING/PROPOSED STRUCTURES ® EXISTING/PROPOSED OSS COMPONENTS AND LINES ❑ WELLS WITHIN 100FT ON WATER SUPPLY LINES INI DRIVEWAYS!PARKING 0 SURFACE WATERS,STREAMS.RIVERS.ETC... y I ® DIRECTION OF SLOPE/CONTOURS 0 PERIMETER/CURTAIN DRAINS le NORTH ARROW III SCALE BAR v DIRECTIONS TO SITE AND SITE CONDITIONS:(ex locked gate) From Belfair, take NE St Rte 300/ NE Northshore Rd, turn R on NE Belfair-Tahuya Rd, turn R on NE Collins Lake Dr, 4th Lot on L, #111 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE 1 FAILURE SOURCE(for reporting purposes) ` ❑VOLUNTARY 0 MAINTENANCE/PUMPING�iL!BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER: COMMENTS/CONDITIONS ��J \\\ Mr' — o WS .-o ' Sv j201 k-too`1Z SEWAGE TANKS MUST BE LISTED UNDER DOH"LIST OF REGISTERED SEWAGE TANKS". TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS.EQUIPPED WITH RISERS AND LIDS TO SURFACE:AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE). RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE ........."''''''- U I 2Y j i c 11 (Dri\ (01ZAL-2--. THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 7/9/2019 A-s ,ou1t S L a 1C-L 9 r' wait r .lain FytrIy N Collc oz.2°l Key: FAtCP1223 _5L 2-0007� ----- Ol Audio-Visual Alarm Ill NF CollthS Lth Di( i OCleanout SCalt : l"= 30' 0 500 Gallon Pre Trash tank o IS 30 +t$ �° i ` ONuWater BNR-500 ATU Tan I r\ 05 1,000 Gallon Pump Chambf w T'1A, cam„ -•-spA...b►1 TTh i z\ , 0 Valve Control Box 1.16C ...M..\eill)....M111.101.02 > E if / \N a�-e f l; vl f Sleeved 5' � ` � - S eft C COVYTont li fS cry , l cc, -� o / 8 / 0 ' —4 .f;:; _ - J J\ C� ; 'KV spat . i` • 100. . t•Vt,, i '1:7 t s '....1 :k 5 3 9 iV PAULA JOY JOHNSON. L5 ai 1 5i 3-` cm Flow-Mate = � � � Dose-Mate , In high head dewatering or effluent I This is our fastest growing line of effluent applications where pumping pumps.The 150 series is truly a workhorse "' performance is critical, this robust 1 , , designed for reliability under extreme family of pumps is known for reliability, conditions in an effluent environment.150 durability and performance. These series pump curves cover a wide range -, pumps are especially suited for harsh / `' of applications. They are well suited to environments.Zoeller's cool run design applications with low pressure pipe (LPP) and corrosion-resistant,powder coated and enhanced flow STEP systems.Zoeller's epoxy finish add up to a long-lasting, cool run design and corrosion-resistant, trouble-free product. powder coated epoxy finish,in addition to H the hermetically sealed,oil-filled motor and Z non-clogging vortex impeller add up to a W long-lasting,trouble-free product. cep 1 4 © JJ MADEINTHEUSA Sig IMNO.4MWIY CPt�W.�'[xi6 U. .q -- MADE INTHE USA 111 12 APPLICATIONS: APPLICATIONS: 2 • STEP or onsite applications • STEP or onsite applications 3 • Water transfer • Light commercial dewatering • Light commercial dewatering SPECIFICATIONS: SPECIFICATIONS: • 1-1/2"NPT discharge • 1-1/2"NPT discharge • 3/10 HP through 1/2 HP • 1/2 HP through 1 HP • Available in nonautomatic or with a variable level • Available in automatic or nonautomatic piggyback mechanical switch • Model 137,139,140:1/2"(12 mm)spherical solids • 1/2"(12 mm)spherical solids capacity with vortex capacity with vortex impeller thermoplastic impeller • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784. vortex impeller I • Bronze construction available(139 series) 1 • High head version available(145 series) 5 • Double shaft seal versions available for added protection on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. LL PUMP PERFORMANCE CURVE s PUMP PERFORMANCE CURVE MODEL 151/152/153 MODEL 1371140/145 50 75 „ 11......... 14— 45 153 '° 11......... e w ■'........ Y Q 12 N 4■. ....... k 30 8 g■... ..... 2— ° .■.■■i1■\N■ o 0 5 .■■■.®.... 10 20 30 40 50 60 70 80 90 100 GALLONS m ao so eo eo �°° LITERS woos 0 40 80 120 160 200 240 280 320 360 152656 FLOW PER MINUTE 014508 Ftav vEa uwuTE m 8 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com ISV3-31.1d resivareyi4 SIN 6991-L99 4090 :XVd 999L-L29 (09C) :3N01-id :31VDS mcr 170996 VAA'ONflOeIS TillYS L6OC XOS'O'd I‘Pth.C1 , tlj lisell 009 :413 CraldNeria IVO 'ONI ONFb93NION3 >1 ,,, si,....eo..i.•trwlac)tto,.t. :3 --- , -0 ......g...4s i .-:.. .-.." 1 ! L•'• • . -'•!..k,t.,,.. 7 i 0., , - .. , t•-,7f.!. 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STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 9_2• k 2)If bottom of hole is stony,install 3"of compact sand&level out with screed. 3)Install tank in center of hole,keeping 1 ft.void space on -1 r all sides. 24"RISERS P) 24"BLOWER I 4)AS tank is filling with water,fill in void space with compact I •N•USING CAS TOP OF Lis granular(sandy)soil free of large dumps of clay. I I I 5)Install rest of system,&affix risers to adapters with I , ' waterproof adhesive. I 1 4�-8" 6)Perform watertightness test in field as required by local jurisdiction. 1 I 12"RISER 7)Upon approval to backfill,carefully backfill with native 11 soils over top of tank. ASH CHAM9ER I I DIGESTER I I Quoteol 8)Final grade the surface to avoid chaneiling surface L __ L L I L J water toward tank. TOP VIEW 1"=2.8tL """__. : AEROBIC TREATMENT TANK DETAIL FOR .,+ Nu WA TER BNR-500 TREATMENT UNIT " ,;. 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Lç ( a - �. \ c00400' • g it.„4 i ' ---: 1 ry . I(yr 1 111 41 .141k1 L, MP +. y r fl 413 ; _ 17/ 140 a 41 110000011111119 os, [1 ler i PARTS LIST NuWater NR Assembly Diagram i A.DUAL PORT AERATOR M.POLY ORFUSER BAR(2i B.31E'RUBBER 90°7V/CLAMPS(2) N_ PVC{3 1i2"SECTION) C.3/8"BARBED ADAPTOR X 1/2"NPT{Z; O.1"SLIP CAP �� D.1/2"SUP X 112"NPT ADAPTOR P.t18"CLEAR PVC HOSE{OPTIONAL 5' O a 1"STREET X 1,7'NPT BUSHING(3) Q.112"PVC PIPE(BY INSTALLER) e= 1t2-90°ELBOW(3) R.1"PVC PIPE(BY,NSTALLER) gr., G.1"X 1"X 1t2'TEE S.2'PVC PIPE(BY INSTALLER) %1›, iii H.1"30°ELBOW(3) T.118"BARBED ADAPTOR TO tr<"NPT(2) 2'X 1"BUSHING U.1/2"STREET X V<'NPT BUSHING(2) li, J.2"SANITARY TEE V.1/2"PVC COUPLER(2) K.1"PVC CROSS W.2'COUPLER(BY INSTALLER; L.1"COUPLER(BY INSTALLER) Revised 2/25/12 aview Septic Desi no NuWater BNR Pretreatment INSTALLATION& MAINTENANCE Pressure Distribution Systems 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. 3. Tristan locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at fmal grade level. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 6. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 7. Install audio/vis>>al high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure test and Environmental Health Dept. approval, turn orifices down(6 o'clock)and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade,run the filter fabric at least 2 inches down the trench wall. 11. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14.No vehicular traffic over drainfield area. 15. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and 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 manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 19. All pressure systems with a pump chamber outlet higher than the drainfield must have a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation&Maintenance on your NuWater pretreatment system.