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HomeMy WebLinkAboutSWG2024-00127 - SWG Application / Design - 4/1/2024 SHELTON, MASON COUNTY 415NB SHELTON: , 0427-97 ,EXT 404 SHELTON:360-027-4467,EXT 400 BELFAIR:3fi0-275-4487,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX 360-427-7787 On-Site Sewage System Permit: SWG2024-00127 APPLICANT AS FINE HOMES LLC Phone: 360-898-0055 X 3 Address: 871 E BEACH DR UNION,WA 98592 OWNER AS FINE HOMES LLC Phone: 360-898-0055 X 3 Address: 871 E BEACH DR UNION,WA 98592 SEPTIC DESIGNER PAULAJOHNSON' Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 60 E Nancy Dr Primary Parcel Number: 321045600076 Permit Description: New SFR -3BR Nuwater+Subsurface Drip Permit Submitted Date: 04/0112024 Permit Issued Date: 04/18/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (additional fops may oe re vinui upon mofelladpn of sydem). Permit Expiration Date: 04/18/2027 (nased on dote of nsaa von) 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. 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/healthionvironmental/onsiteloss-inspection-request.php or call: 360-427.9670,extension 400. OFFICIAL USE ONLY E7- (MASON COUNTY SERVICE5qoCOMMUNITY y O _- c Z N ON-SITE SEWAGE SYSTEM APPLICATION 3 m ° "T (360) 898-0055 CL c AB Fine Homes m ; MAIUNGADCMEWS SMEETCItt,SATE.LPCDDE Union WA 98592 c A 871 East Beach Dr ITEBODREW-STREET ..tt CO[E Union WA 98592 r") 60 E Nancy Dr P NAYEOFDESGUFA 898-2255 < ro Arrow Septic Designs, Inc (360) AXONE G I' "` 1" INRT".. R Hanson Excavation, LLC (360 239 6792 5 ) w 10 NM.R SOURCE PERYITTVFE(xNCm) C DR�IHIUNG RESIDENTIALoss Ei)c MuNRYOSS SUCOMMERCIAL Ogg EEPRNATEINDIVIDUALWELL �I PRIVATETWO PARTY WELL Z IA IIr PUBLIC WATER SYSTEM I V I I rvFENEWC NSTRU VI ®NEW CONSTRUCTION IUPGRPOES Ei]REPAIRI REPLACEMENT OTIER KTFACINGS E I TABLE AWGFAI REPAIR D SURFACING SEWAGE DE%ISTING FAILURE DSHORELINE O I0) SUBMITTAL$ LOT SRE KpE51GN FORM(REQUIRED) 19SEPTICDESIGN(REQUIRED) BEDROOMS3BR .34 acres x G Io L,LNNIVER(S)(IF APPLICABLE) DIRFCNONSTO SITE AND ECONDTWNS:(61 KKbCGLNI I o Go up Northcliff Rd hill and go(R) at the traffic light onto E Brockdale Rd. Continue on E McReavy Rd.Tum right onto E Manzanita Dr.Turn (R) onto E Vine Maple Ln.Turn (R)onto r I o E Michelle Dr. Turn (R)onto E Nancy Dr. On the right will be a yellow sign reading: "AB I m 1 -4 Fine Homes 60 E Nancy Dr." gP v I O) YTEYKTKf4GGFC FR0.YY.VX RJAD ANO TFbTNd.Ei YU9TKFLIGGED INTN TES1M01£MUYBEIIS OFFICIAL USE ONLY BELOW TM15 LINE d UWRADE/FAILURE SOIIRCE(iY,P np plrygx) A D yOLUNTMY CIRIANTENANCE/PUMPING 0BUILDINGPERMIT OHOMESALE r3COMPLAINT [30THER. INSPECTOR BOIL LOGS COMMENibI DONDTIGNS E_Cb/ lLr VEo 3� 5c 20 5c 4-o III RECOFO DRA WAND IN AL 710N RE SOLCWEg: REOUIREDFOAFINALWPRWAL V=YERY G=GAT MVELLY 8=SVig L=LOAM 9=N' C=CLAY E=EMREMELY 0.=ROJTS " T p W MED By DATE CTO0.&GNANR N E I DATE AWUCA OPIPATON DATE g M BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 11 15 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 — 5 6 — 0 0 0 7 6 A design will be reviewed when 3 conies of each of the following are submitted: applicable items on checklist •Completed design form that has been signed and dated. Scaled layout sketch,includine all a Scaled plot plan, including all applicable items on checklist. v 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.1lnsinmm a er sicc' /1"Y/' PARCEL IDENTIFICATION Arrow Septic Designs,Inc PermitNumber: SWG Desiener's Name: (360)BW2255 Applicants Name: AB Fine Homes Designer's Phone Number: 171 E Vuemeat Dr 871 E Beach Dr Designer's Address: Mailing Address: — Union. WA 98592 Union WA 98592 Cip State 2i City Slate lip -. .DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Dminficld ❑Rzcirculating Filter. 1Yivn 00 Gel Pre-Tmah Tank u Wa Other: G'd Aerobic Uoit Make/Model Nter BNR-500 ❑Disinkction Linit Make/Model Drainfleld Type Elf Sub Surface Drip ❑Gravity if Pressure ❑Trepch ❑Bed Laterals Septic Tank/Drainfield Specif"Id us Netaflm Drip Number of Bedrooms 3 Schedule/Class Length 37.5 x 4=150 ft Daily Flow:Operating Capacity 270 .66 in Daily Flow:Design Flow 360 gl* Diameter Nu Water BNR-500 gal Number 3 Septic Tank Capacity' 1.5 It Receiving Soil Type l l-6) 4 Separation Receiving Soil Appl.Rate '6 gPd/ft Orifices 450 Required Primary Area 675 if Total Number of Orifices 875 fit" Diameter A2 gal/hr emitter in Designed Primary Area 12 in Designed Reserve Area 900 ft'- Spacing 8 Manifold_ Trench/Bed Width 40 Trench/Bed Length 450 it ScheduleiClass header fr Elevation Measurements Length 1 in Original Drainfleld Area Slope 15 % Diameter New Slope.If Altered 15 % Preferred manifold configuration used? fit Yes O No uv-soar 6-8 in Transport Pipe Depth of Excavation 40 from Original Grade Doxnsmpe 6-B in Schedule/Class 12+ in Length 60 fl Designed Vertical Separation 1 in Gmvelless Chambers Required? ❑Yes RI No ❑Optional Diameter Pump Required? lifyies O No Dosing and Pump Chamber Pump/Siphon Specific Number of doses/day 12 Specifications 30 gal Difference in Elevation Between Pump Shari and Uppermost Dose quantify15 It 1 000 gal Orifice Chamber Capacity Uppermost Orifice If Higher ❑Lower titan Pump Shutoff Pump controls:Please check those required. Timer G(Elapse Meter Ii(Evenl Counter Capacity @ Total Pressure Head 8.0 gpm 9.52 min ,pump off 1.84 hr Calculated Total Pressure Head t44.2 fl If Timer: Pump on p Comments PPROVER MASON COUNTY ENVIRONMENTAL HEALTH llq JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 4 — 5 6 — 0 0 0 7 6 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch III Test hole locations 19 Drainfield orientation and layoutReference depth from original grade: ld Soil logs ff Trench/bed dimensions aVR: —ivy-Septic untk m Property lines critical distances within layout fie{ Drainfield cover ❑ Existing and proposed wells 69 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Ed Septic tank/pump chamber and restrictive strata: 10 Measurements to cuts,banks,and locations EX Laterals,trench/bed,top and surface water and critical areas ❑ Observation port location bottom ❑ Location and orientation of GI Clean-out location ❑ Curtain drain collector curtain drain and all absorption 9 Manifold placement ❑ Sand augmentation components 9 Orifice placement Other cross-section detail: 0 Location and dimension of Rf Lateral placement with distance ❑ Observation ports/clean-puts primary system and reserve area to edge of bed 19 Buildings g Other Information Ed Audible/viAt� erenced Yes No Ed Direction of slope indicator 66 Scale of dron scale 9 ❑ Design staked out � Waterlines bar ❑ 9 Recorded Notices attached Ed Roads,easements.driveways, ❑ 9 Waiver(s)attached parking � ' N GI ❑ Pump curve attached 1d North arrow and scale drawing ❑ 69 Evaluation of failure shown on scale bar -? .' s,00a,a Non-residential justification PgULq JOY JOHHSON•'•. � IL`"iid "i E ❑ 5f Waste strength` ari RjFlow DESIGN APPROV:11. The undersigned designer must b titied y' staffer at time of installation 16 Yes ❑ No 3- zg -7— SignatureofDesigner Date The undersigned has reviewed this design n behalf of Mason County Public Health and determined it to be in compliance with state and local on-site g lateens: y" f<-.) � Enviroyfichibjpealth Specialist 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: -1 5-2,,7 ✓ 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. Updated Date: 12172015 1762480 BIAM O"Z - DQ BOUNDARY LINE ADJUSTMENT MAP centammimia EXHIBIT DM:t 8/02 19303 Fremont Avenue N DWe:2J28/02 Salve,WA 98133 POR110I OF: f ALDEREROOK GOLF AND YA m ATES No.7 �TT� ALDERBAOOXGOLF AND YA��R'( 'US ATES Na.B LEGEl\L_ ALDERBROOK GOLF ANDYUB ESTATES No.9 PROPOSED LOT LINE PLATTED LOT LINE TO BE '•'•:•:• •:•::•:•:•:•: : •g :•:':•:'. :; :::;:;:;: :::;::•:':':•: :•: PAACELI tl. 9. D a g ••• .... ••,• I / _ APPROVE ° soNcouNr APR 81024 „` •su ls'15•e larva :.:.:':.:.:. J VIRONMEMTAL NEALrb . . . .•.•.•.•.•.•' W •:33•::.'.:.•.•.' I 75 •. PAR 3 ��n�6 8�'•. .'.':':':: '•AW ••t3p.W' ' 1 a ltl WI 930b 1n i6v p•-:• '.60.'.'.'.":'•• 76 •f. ,y��`P IF0 33304S6YWlf f.;: 32 :, I �'� 64 I PARCELS Rp4 . �g w . .;. .;.1110Y56aW63•.F Dme APP.,ed O,pZ S�?G /0 "W 1.. Portions of the South Half �`"T afSati®4.Towvahip 2l Nmth, ��Q� Range 3 West,W.M.,toMaeon Dife2loro n•D.WM CamtY.Waeb-0-. l 2v�1°t 0 :6 45 c�`c IPl_01 VLA TJ At FiNE �or1F5 h� f&rcef#3A10L 5( -0001& 8�S' (00 E Nanc Dnv£ e� 15'6 �R9e�Py F. s� _i 15� C p _ ® ® p.% i I` '—T 2 IDnv03 1'voposed a �odev �A'Y•6 V 8e�. Ol Audio-Visual Alarm - TEST HotE O Clesnout O3 500 Gallon Pre-Trash Tank #lam 31" G S►- 1-0 �C`it�. 31P,.GS L-rA Tti`_ � 0 NuWater HNR-300 Pretreatment Tank 20/24 G St- -Mik . O 1,000 Gallon Pump chamber O6 Subsurface Drip System Headworks 5100349 PAULA JOY JOHNSON eJwass PPROVE I APR 18 2024 MASON COUNTY ENVIRONMENTAL HEALTH 3 I JBW I Subsurface Drip System Calculations& Specifications AS Fine Homes Parcel#32104-56-00076 60 E Nancy Or Union,WA 98692 Number of Bedrooms 3.00 Length of Supply Lines Operating Flow 270.00 From Header(loop system) Design Flow 360.00 tat# ft. Soil Type 4.00 1 supply 2 Soil Ap. Rate 0.60 2 supply 10 Required Square Footage 675.00 3 supply 18 Designed Square Footage 675.00 Lateral Length(looped) 150.00 ft. Number of Laterals(looped) 3.00 ea Dripline Spacing 1.50 ft. 1 return 10 Emitter Spacing 1.00 ft. 2 return 18 3 return 26 Dripline Length Required 450.DO Lf. Dripline Length Designed 450.00 Lf. Emitters Required 450.00 ea. Emitters Designed 450.00 ea. Let total 84 Header 6 Transport SO Emitter Flow Rate 0.42 gaVhr each emitter Return 60 Design Flow Rate(#emitters x.42) 189.00 gal/hr. Total 210 Flow Rate(gaVhr/60 min) 3.15 gpm Minimum Doses/Day 12.00 On Time(total per day) 114.29 min/day On Time(per Dose) 9.52 min/dose Off Time between doses 1.84 hours s. sr6aaas AULAJOY JCHNaON'. LC KJSV sxrw APPROVE APR 18 2024 ,' MASON COUNTY ENVIRONMENTAL HEALTH JBW �iQ%a€2 8sg :g` K spE B "g iz "E3 ^gam sEgots aa `$a iSB `€ a e�gtAi£E � � $w z �a n ;gip¢ Epp gN s�;L� 8€s9ag {s E�6 i".ass _ � � ag •s - a €03,=a a €, a Si AIaJ- --a Y t s 8tit F M. p 1s'i��$'t 13 e gg a O S d J 5 C e x m d CL _ Q . `1sa C S 3 e a L E $ E a 3 EIZA $ 9 a ag� as Z w gE � �Qa � a =m P Pilt R O V E g€age $Aasgaa MASON COUNTY ENVIRONMENTAL hEALTh JBW S�1 q SubsurFM Drip looped Datribution Drainfield with SuPPiY&Reatrn N*nlfolds ��-�1/acw.w. f�-C-ec�' VcRvslSee Bei�etl� . �� 7. 12 -1-�•e�es YZ cl edule ( 3-1.5 tevq 90 -feedev I Ig�� Q.GJ. �^Sdne.d —m {y Yu+wW 0, SChadu.l¢ } 90 Sapv lY . •� --� ly�i Cn l 5 ci ez dmi-a.'•I) �F pixy^ 1.1 Q_ PPROV s s . APR 1 8 2024 MASON COUNT,ENVIRONMENTAL HEALTH JBW vacs e . 4e6tli l)APPRihrsaa lauN rperiDte sttard+a taeeeourtnde 'd . ��Q DhMallsuefaa wsLr aaayfivrn the dtsinRNdav �N J•7H�+?+aert RtlM!Valor anaID be deaslitl R M�rR Palen in elrainrialtl i .. .. , PAULA JUY J ONNSON'•. �tPINF9 Subsvfa Drip Sysf m-Reeo°®euded S%ndards and CWanm Effective DE : July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINFIELD SECTION wn iYPS(K Rl#M ¢s* IL,5¢ iFi�rt LEEi W¢ p,n , TOP OF SLOPE ¢=«ate 4111 W v ivppOVCO vuuE WRS POW .SCE 6i¢p SKEi O, - 1/C TS SIC W _ _ � � • rtEIIl IdEZ �y��p6� qy� �ipgiX YMiC2 IP VtM / Y� ti�94 51Qi5 Uxnu� raMw mE OF--J/// LeEip,CGAVVIS I ❑DP ➢ DISTRlRtjTIQtj FIELD SJtE•niC ¢TB L) xntE RRNR Ll1aS (IL$ CIASC AS POnaL[) LEVEL WI WOE CCErtdKE. 2) pnrM emir M 51E R OVERT =00 •EIER RUN-W. S PPROVE APR 1 B M4 MASON COUNTY ENVIRONMENTAL HEALTH JBW DOH Publication#337-015 Page 37 of 52 -106,1 9 7 4"m•d f vdh 3{4 dem® 3iC mle �` Nv6m YMfieeL �®�d 6ttS' �.p9�d. I�eI.J:ctim.c 7-7 if�y,-• c ]�N6i�1R NeBi llmLx W=SIf Netafm Tech Filta Charts. ' ftst 'I/�/yam�i//✓l//. �/ �I w.fc /i. 1' %/ice• if ////f//�/!%• �i� '��r./J 1/ O ////• //%/%.%i i ar p i FID Fowler Cea�Flush Hwdworb P P R O V E Tbs main compomm ofthe heedwodm ale: AAPR 18 20A C • I"Tech Filter MASON COUNTY ENVIRONMENTAL HEALTH Thceepreaeaegauges JBW 3 Subsurface Drip Syst®s-Recononmd<d Stmdads and Gmda Effe<ave Daft: tiny 3,2007 }sure 7. Air/Vacuum Relief Valve in Valve Boa with Gravel Sump v�LVEBo% aoie uewwrias arannnrruvs — — vKvsvragrnt mrrcc��A+ ,?wemwuiu(*yn �mvder� ' ¢svtm awte ae�+as re�max veaevwrassp ..— APPROVE APR 18 2W4 MASON COUNTY ENVIRONMENTAL HEALTH JBW DOH Publication 9337-0]5 Page 39 of 52 ct 6�A q H D Fowler Company Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: Onsite wastewater drip dispersal systems . Reuse applications including municipally treated effluent designated for inigabon and other disinfected and non-disinfected water sources . In a treatment system such as an intermittent sand fitter or mound system . Rainwater harvesting systems • Greywater systems Wherever effective removal of debris is required i • Typically Installed downstream of treatment it process when used with onsite effluent Can be used with domestic strength septic tank effluent with proper design and The PUHEADWORKS4 Comes operation smedam m.24"Riser Features& Benefits: • Continuous forward flushing of drippedine keeps piping networks Gear of debris • Ready-to-install for ease of Installation • Comes standard in a 24"riser • Simply attach system piping to headworks • Can be used with demand or timed dosing • No electrical components W wire • Compact size firs in 24'riser • Centralized manual wntrols make flow setting easy • Manual flow control of flushing velocity allows for infinite setting control All components easily accessible for easy maintenance Union fittings for easy assembly and disassembly of components • Filter. • Highly effective multiple disc ring design captures and holds more debris than screen filters • Low friction loss keeps system costs down • Rings are easily removed for fast cleaning without the need for scrubbing • Greater holding capacity of the rings vs.screen filters mean less frequent cleaning • Colcraoded disc rings make identification of mesh rating fast and easy • Filter ring sets are easily replaced to meet system meshimicron requirements • Filter size can be increased to"I'Long'vnthout replumbing • Water Meter. AAPR PPROVE • Designed for reclaimed water for long I'Ile • Easytoreaddial 18 2024 MASON COUNTY ENVIRONMENTAL HEALTH JBW l 0�I °I Specifications: • Filter. • Mesh: 120 mesh(130 micron) • Filter Body and Cover.Reinforced Polyamide • Disc Rings:Polypropylene • 0.Rin9s and Seels: Nitrite&EPOM • Gamps,Spring, .Bolts:Stainless Steel • Temperature Range:40`-160•F(-40•-70-C) • Maximum Pressure: 140 psi (9.65 bar) • Mater. • %"x'/••brass • Analog dial • Gauges: • 0-100 psi range (0-6.9 bar) • 2W, glycerin filled Wike pressure gauges • Flow Range:2-20 GPM (7.6-76 liters/minute) • Maximum Pressure: 60 psi (4.1 bar) • Length:24' (61 cm) • Width:24•(61 Cl • Depth: 13"(33 cm) • Inlet/Outlet Pipe&Diameter. 1"Sch40PVC Appliestion Recommendations: • Wherever automatic flushing of a drip network is desired • Any domestic or commercial application Ordering Information: Model Number Description Flow Range PUHEADWORKS4 Continuous Flush Headworks 2-20 GPM 1lworo-rmn•v a F I Corporate Headquarters 13440 B.E.30th Street APPROVEr Bellevue,WA 98005 --. (425)746-8400 Fax(425)641-8885 APR 18 2024 w bdrowler com MASON COUNTY ENVIRONMENTAL HEALTH JBW lle�l C! Netafim Drip/Micro Irrigation Solutions Wastewater Division Bioline® Pressure Compensating Dripline Technical Specifications • Dripper flow rates: 0.4 0.6 or 0.9 GPH • Dripper spacings:L2n 18" or 24" dripper spacings and blank tubing • Pressure compensation range: 7 to 58 psi(stainless steel clamps recommended above 50 psi) • Maximum recommended system pressure: 50 psi • Tubing diameter: 0.66" OD, 0.56"ID • Tubing color: Purple color indicates non-potable • Coil lengths: 500' or 1,000' (Blank tubing in 250') • Recommended filtration: 120 mesh • Bending radius: 7" • UV resistant • Tubing material: Linear low-density polyethylene EXPLODED VIEW OF BIOLINE DRIPPER Bottom View Top View Large inlet filtration area (bottom of dripper) ©ripper Outlet (top of dripper) so Physical barrier separates vehere water leaves the dripper from Chemical-resistant I where it leaves the tubing, molded silicon I� p diaphragm P P R ® V E Grippers Top View Top of dripper;turned over) TurboNet wide flow path APR 18 2024 ASON COUNTY ENVIRONMENTAL HEAtT JBW Mtplhvww retafima�sa.com/watervateYp-otlue5�a'tlir�yri�yerlirietech ti6 1 � I DRIPPER FLOW RATE VS. PRESSURE LW to i i _. -- 05 14 a i , 19 20 30 40 50 58 PRESSURE(psi) Between 0 and 1 psi,the dripper functions as a turbulent flow emitter,ensuring that the nominal design flow is not exceeded at system start-up. Moline Dripper Operation Bioline®dripline drippers are pressure compensating- delivering the water uniformly into the soil for further treatment or for reuse by the landscape. These unique drippers allow the tubing to be installed on flat topography or steep slopes. Bioline drippers are protected against microbial slime. Each dripper is impregnated with an antimicrobial agent to resist biological build-up. Netafim drippers are continuously self-cleaning during operation, not just at the beginning and end of a cycle. The result is dependable, clog-free operation, year after year. APPROVE APR 18 2024 MASON COUNTYENVIRONMENTAL HE Jaw Cr N ` MIW PUMP PEtr FORMANGE CURSE PUMP PFP•FOPNPNCE CURVE WIC PUMP PERFORMANCE CURVE W ` now W 11Aloom ISGPMDISC - ttM"NPTDG3URCE 'NPf DSCHARGE s tY.'NPT DISCHARGE q W0 1+atc 1pmsF ;. Mwn xx }° +p � A W 3• 1W�66TAGE �• n Np 19A W m IsrAGE • m W 200 u Q a Mw.aavE y 11F.I67 cF erz P. IB ® q W a° NM.IA N 1RIP Q 6FDOF • la tm 5MGi N Is sM11 " � a q 6 A ap -^ L" i(eK 18AGE F 6 0 P + _ L E m 6 .L A 0 1 20 Sp Eyq! ° CAL'FNG iL W 0 a 16 L 9 a ¢ w IL UMPS 0 A Ep 6p 8p Ip0 p RMVEPxxI1R 1! p153'.3 FLGWFBi MNU1E pt5.1L ap I B PeA NJm�L HP Vd°y PIMt9 Mph SaMP He$E � SOG3m1s trz ns 1 120 s a 5)3W0a6 irz Z9] t 60 6 2219 u1Eas ° e ° I 1 5D3M7 1rz 115 1 120 8 231A• rpw FEx xEwE 0 p15p15 T' SJ3000N 1rz a 1 60 6 25tN• 503)CCC9 34 a 1 6.0 12 A1M!6 g C PUMP PERFORMANCE CURVE Pen wore xP vmye Pre. A'np Sreyw Hegr, 35 GPM 1 9l3l¢ 12 '.15 t 120 5 2141 le pr e�.�.a3esL .A 7NPT DISCHARGE W Vr M3tUpUi 12 230 1 60 6 2t.15116' the XPs6'PGE O6 A31UpW 3w ?3] 1 GG ] 51116 <I fro r 5G31UOC8 130 9B S ZB1R lap iMP�LSAC£ PMNWa6q HP vHM9e PHWF AWPP StmM H.W9 i° 5032a 12 115 1 120 1 2'1ale 110 g R axE 12 Z#! 1 60 1 ?13116 R 1W 4a XP�36AGF d (� 50: 07 T. 23) 1 f0 6 243n6 N �32d0H 1 2D 1 9f ] S1i16 2 N M of xP-lbTA FA32`Jfd !.tR 2D tat 10 303r16E55& ro R.65PenNvnre- HP Jv1;aJe fiase Am(5 9Wjes Haign available ap1Q 115 1 12) 2 IB)B r dsW eILMx+ a 1Q a + 60 2 IB]b' M2091Mi) . VzJD 1 ea 3 z IA- t ZCCDe[ p_,_ Z . . W !p 1 9G 4 119N3GM.LM6131 5 >W& t N1FR6p 40 ep tzp 1M ±M 'LPN?ERMIXII c pt3Ma ALL ZOELLM OFMITB MODUCTS MUST BE TVEY jC0D$f%WliiiiiiM,UMBlNG AND HEALTH DEPARTMENT CODES. DIS&Ibuted By: T APR 18 M4 MASON COUNTY ENVIRONMENTAL HEALT tL% PUMP CO. JBW 1-800-928-PUMP www.zoeller.com m Copyright 2007 Zoe9er Co.At rights Ieservea. a I ¢eL�l°I =, J.L -3 OMd "NYO Qd .a ONI JNIa33N1JN3 N3 r— 1 hill 6ef g. �::aa.uunuu-------- y pY `\ f ppYYGGpiCl P P R O V E APR 18 2024 kg - - MASON COUNTY ENVIRONMENTAL HEALTH % Jaw la9 gig Rini 'IISoi iPssPGmi>a < iS� l °I ff2 — �L1e11�Ila(f ypwrm» oa�YURfYMTP1 ' + IQeBISRT� r-1� effewc t•�+C(It'ffi '� � a� r JI z rv+cauoee f _1' rpvc TReBXONei@t GI�GIMI®@t CLAAW WALOW i or >p eff i g wuwwwpuwta�ieamtwr. '� eu=aesdnme ts*ew� �'•+� sfons,?a�xmvFsac pi�,pnct©saw vwH+ronrsoa y16TMiR10N erwrwcrpws 1)F w am svwc heewfh ve6cal>+�s m t mR largtts,a; takBsOes —1 y0.�6 W%)$moat 6ffi7•asYatda`mtmeC atl819u6' ——— _---- — �y y�IIgLN td,YfT�VC O(FglCif VPQR�OI� 'i I � ---xecwew I al sOa � x.azs+s, I I a)Ac 9u,¢f�aigwc vamr,fS r.xapcewnn m�m� +aou• I gaeem{fertl)•)foe 4ae etmge CkonpsaYmY- 1 IlO v7 uumai¢Cafsy✓�nSa9c,,eersm e6mmrs x:Ci I I ' avr s7erA� mR: � I I I I I I P&* 'ACNf9M R. Ih91 I I 7)UM WVM m Dom%=r Agy boom nam e I II Ilse® i 'oft�wafw" °mP rauc P R 0 s)wagee.ea.emm�.ae 1/�� `... . --J--------��--� .atrmae — APR 1 S 2024 F ALT- AER08n; REATMENT TANK DETAIL FOR NuWA TER BNR-500 TREATMENT.UNIT' ENVIRO-,FLO, INC. 3/01/12 \.ni'� P0.130X321161, wmCT a?S N�Water i �- i I •� I \ j i I I I i I � U i PARTS LW NuWater NR Assembly Diagram A MAL PORTAEW= Y.POLYDWFUM BAR M 93W R4AMWWCLAIPSO N.1-PVC(3,?SWWR C.3W&VMMAG9PIDRz,Ir RPrM 0.11SLVW D,/r&px,R-IPfACw= P.wciPM PVG NOSE(OPTb 9"i c rsn�rz,rr Air vm(Ur ' ALLSM P I.XVX1 M 0 V PIPE MY AUSM c.rx rz,rrTff 3 � �r BlsrAu.Esp " ,-w-asowm APR t 8 2024 '. AowoRTovrxv cX Lrxreus"M u. x,xwram,wca I r'P'"A M MASON COUNTY ENVIRONMENTPki&63d kow = K rPVCCRM JBW W.rCOUA.E W'NsTALLEM ' L.r COL PUR W WTALLEM Revrsed 1/25/12 SECURED UO WITH OAS TIOMR SEAL THREADED L MMR 24'DIAMETER ACCESS RISER SERVICE FRRSR GRAD[ VALVE• .. FROMQPRO r'--TOORAWFULD TAM EIAERGEICY STORAGE ANTI SIPHON MW WATERALARMLEVEL p VALVE.- NORMAL TAM OFF LEVEL WORKING VOLUME ASOMPO EWT FLOATSTEM FOR FLOAT EMCLOSSOPUMP GOtMT010 S®U6ITSINOW• ONECK VALVE• 7,87-T[--- P P R O V E . - SMRU16 UGAL PUMP APR 18 2024 PUMP CHAMSeR COUNTY ENVIRONMENTAL HEALTH urPICui ,AS N� Septic Tanks reSneet standards requ ired by WA 4 2 C chapter 272C and FIGURE.2 manufacturer must be on Dept of Health list of reg istered sew a tanks. VIA n Rt PuMcubm F337-M - Pap 35 of65 7 a,,. w Septic oeaigm r NuWater BNR Pretreatment INSTALLATION &MAINTENANCE s,aaana + 2y Subsurface Drip Distribution Systems V.PAULA JOY JOHNSON pal 9 1. Install subsurface drip tubing level with contour of the ground. 2. Install drainfield during dry weather and soil conditions;any soil smearing must be eliminated by hand raking. 3. Install audio/visual high-water level alarm. Redundant off switch not required. 4. Install vacuum relief valve on both the supply and return header manifolds. These must be installed at the high point in the distribution field and include a gravel sump. 5. Supply and return header manifolds and feeder lines should be installed at a higher elevation than drip tubing,or an earth damn should be created to prevent drainback. 6. Tanks must have risers to the surface as required by Mason County to ensure easy access for future operation and maintenance. 7. Supply and Return Header Manifolds,Headworks and vacuum relief valves must be in boxes accessible from the surface for future operation and maintenance. 8. Ensure 6"minimum cover over the drip irrigation tubing. 9. Install return line from headworks back into the pump chamber. 10. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 11.Divert all storm water runoff and house downspouts away from on-site sewage system. 12.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 13. No vehicular traffic over drainfield area 14. Inspect floats,clean filters,and test high water level alarm every 6-12 months as needed. 15.All materials and workmanship must meet County and State regulations. 16. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 17.All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 18.All transport lines under driveways or parking areas must be encased to prevent crushing. 19. Homeowner is responsible for all property lines. 20. The preferable cover planting for subsurface drip is turf or grass. The homeowner should ensure no roto-tilling or digging in the area of the drip field to prevent damage to the drip tubing. Also, invasive plant species should not be allowed. 21.Note to installer: The voltage of the NuWater Panel is to match the voltage of the pump. 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. A PPROVEy, APR 18 2014 I MASON COUNTY ENVIRONMENTAL HEALTH yew