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HomeMy WebLinkAboutSWG2023-00345 - SWG Application / Design - 8/16/2023 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 -. Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00345 APPLICANT PETERSON NATHAN &JANA Phone: 360-328-8009 Address: 5215 MINARD RD W BREMERTON, WA 98312 OWNER PETERSON NATHAN &JANA Phone: 360-328-8009 Address: 5215 MINARD RD W BREMERTON, WA 98312 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER MASON COUNTY EXCAVATING Phone: 360 426 0574 Address: 30 E WILLCHAR BLVD SHELTON, WA 98584 Site Address: 120 E Susan Ln Primary Parcel Number: 321045800065 Permit Description: New SFR-3BR Nuwater+ Subsurface Drip Permit Submitted Date: 08/16/2023 Permit Issued Date: 09/21/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 08/22/2026 (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 Drain field 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/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. r OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: �OW a rn v -COW I. COMMUNITY SERVICES AM° i 'ECEry CO m Public Health(Community Heahh!Environmental Health? C Cl) 4154271670.N. trees, 00 eon,WA 8S8e v.1.SOD S W G 20 1; — COST C) 475 N.6M Sntet�Shelton,WA 985aa Z Ii ON-SITE SEWAGE SYSTEM APPLICATION m APPLICANT PHONE M Nate Peterson 1 (360) 328-8009 Q z MAILNG ADDRESS-STREET.CITY.STATE.ZIP CODE a) g 5215 Minard Rd W Bremerton, WA 98312 0 SITE ADDRESS•STREET.CITY,ZIP CODE ee 120E Susan Ln Union, WA 98592 10) NAME OF DESIGNER PHONE I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER PHONE I —1 Mason County Excavating (360) 490-3144 < PERMIT TYPE(seteC one) ��{{ DRINKING WATER SOURCE I C] E RESIDENTIAL OSS COMMUNITY OSS q.,.ICOMMERCIAL OSS E PRIVATE INDIVIDUAL WELL 5 PRIVATE TWO-PARTY WELL Z TYPE OF WORK(sere=,'one) M PUBLIC WATER SYSTEM , ®NEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select BIt that apply) 0 TABLE IX REPAIR I C31 SUBMITTALSMIp ❑ SURFACING SEWAGE CI EXISTING FAILURE 0 SHORELINE ID NCDESIGN FORM(REQUIRED) WISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I- CO EWAIVER(S)(IF APPLICABLE) 3 .26 Acre 0 I i DIRECTIONS TO SITE AND SITE CONDITIONS.tee Iocyed gate) Take Brockdale/McReavy Rd to Union. Turn (R) onto E Manzanita Dr. into the Alderbrook I o Neighborhood, Turn (R) onto E Vine Maple Ln., Continue on E Susan Ln. Lot is on (R) with o I o yellow sign "120 E Susan Ln" I0) SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I (31 OFFICIAL USE ONLY BELOW THIS LINE- — UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER: INSPEC SOILL S COMMENTS/CONDITIONS ItK 12 L--- )-0 Yt I 1 (v RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: 11 V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. I TOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP CATION APPROVED/ISSUED BY DATE i \ %12, T-7__)---P TH Ft I AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED I2112015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 0 4 — 5 8 — 0 0 0 6 5 A design will be reviewed when 3 copies of each of the following are submitted: 'i 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. "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•' t 1 7" 414 _ _ - : ;PARCEL IDOTIFIOATION � Permit Number: SWG ?Q --3` 0 69 3 l 5 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Nate Peterson Designer s Phone Number: (360)898-2255 Mailing Address: 5215 Minard Rd W Designer's Address: 171 E Vuecrest Dr , Bremerton, WA 98312 Union, WA 98592 City State Zip City State Zip .._-_ ?i ee' - C"''+ r �:41'= ..,..TERS. _ .. ��.,, 1.. . . _. .x` .....:::4::, Treatment Device ❑Glendon Biofilter ❑Sand Filter 0 Mound 0 Sand Lined Drainficld 0 Recirculating Filter.Type: NuWater BNR-500Other: 500 Gal Pre-Trash Tank Aerobic Unit Make:'Vlodel ❑ Disinfection Unit Make/Model Drainfield Type ❑Gravity Et Pressure 0 Trench ❑ Bed se Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Netafim Drip Daily Flow: Operating Capacity 270 gpd Length 45 x 2 = 90 ftDaily Flow:Design Flow 360 gpd Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal Number 5 Receiving Soil Type(I-6) 4 Separation 1.5 ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 675 ft2 Total Number of Orifices 450 Designed Primary Area 675 ft2 Diameter .42 gal/hr emitter in Designed Reserve Area 900 ft2 Spacing 12 in Trench/Bed Width - ft Manifold Trench/Bed Length 450 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 6 % Diameter 1 in New Slope,If Altered 6 % Preferred manifold configuration used? gYes 0 No Depth of Excavation Up-slope 6 in Transport Pipe from Original Grade Doan-slope 6 in Schedule/Class 40 Designed Vertical Separation 12+ in Length 20 ft Gravelless Chambers Required? 0 Yes lid No 0 Optional Diameter 1 in Pump Required? g Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 30 gal Orifice l° ft Chamber Capacity 1,000 gal Uppermost Orifice 6I Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. l�Timer C�Elapse Meter I 'Event Counter Capacity�Total Pressure Head 11.2 gpm g.52 min 1.84 hr Calculated Total Pressure Head 138.4 ft If Timer: Pump on ,Pump off Comments 1 P P N 0 V L , -,,, iii-iisE ' 2 i1uLs : less- j MASON COUNTY ENVIRONMENTAL HEALTH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 0 4 — 5 8 -- 0 0 0 6 5 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 0 Test hole locations 62' Drainfield orientation and layout Reference depth from original grade: g Soil logs g Trench/bed dimensions and g Septic tank Property lines critical distances within layout [,�1 Drainfield cover ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property El Septic tank/pump chamber and restrictive strata: g Measurements to cuts.banks.and locations Gil Laterals, trench/bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 6d Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: 0 Location and dimension of Latera places t with distance 0 Observation ports/clean-outs primary system and reserve area to ed{ :f b.• ItRI Other Information Buildings , referenced Yes No 21 Ed Au.-7 Direction of slope indicator g • n on scale d 0 Design staked out 0 WaterlinesS� wing' ;��`�'•o� .•.y'•. � .�. 0 lif Recorded Notices attached 66 Roads,easements.driveways, • . .r; g 0 Waiver(s)attached a •i „ . parking OA:r f".. •-'�f G� 0 Pump curve attached l�1 North arrow and scale drawing $100349 'Alt 0 Q'Evaluation of failure PAULA JOY JOHNSON '•. �i}, shown on scale bar • jC.7 t thGN • , ....,....� �� �� Non-residential justification ' " ''� 0 lif Waste strength 0 g Flow DESIGN APPROVAL The undersigned designer must be • ed b i tal er at time of installation Eg Yes 0 No Signature of Designer Date The undersigned has reviewed this de •en on behalf of Mason County Public Health and determined it to be in compliance with state and local -site eg latio(rns: II ce 1,,6 Env on , ealth Specialist Date CAUTION: DESIGN APPR AL 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: 61 ' a — T Ili ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. 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Soil Type 4.00 1 supply 2 Soil Ap. Rate 0.60 2 supply Required Square Footage 675.00 3 supply 8 Designed Square Footage 675.00 4 supply 11 5 supply 14 Lateral Length (looped) 90.00 ft. Number of Laterals (looped) 5.00 ea Dripline Spacing 1.50 ft. 1 return 5 Emitter Spacing 1.00 ft. 2 return 8 3 return 11 Dripline Length Required 450.00 I.f. 4 return 14 Dripline Length Designed 450.00 I.f. 5 return 17 Emitters Required 450.00 ea. Emitters Designed 450.00 ea. Lat total 95 Header 6 Transport 20 Emitter Flow Rate 0.42 gal/hr each emitter Return 20 Design Flow Rate(#emitters x .42) 189.00 gal/hr. Total 141 Flow Rate(gal/hr/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 i+ '' 1 P P R 0 y r . v 4 r-''S". 4 ti 4n i....„0 0•.*:IC't. a IkiASCNCGNNT ? 1 2023 ,- _ `.* 5,�C 45 %la YEN • ,�, PAULA JCY JOHNSO `CBI RCn'MENrq(HEAC,•r--` L5-x9 �r iGt,, _c,ctib �l�/ r s/ .1 s E - q v m o`°< q; _ z 9 o 0 E %2 a n o o 2 0 H m „° o N o o mom m• m a o,i n _«o o mm- - e'• c p a q io v a - o o r, ri. ro 000 r o o N ,-, 004 0,r, 00.—`� 2U ▪ E c o . • m E ° o m o E �i c u e N N N ; -' ,"al.' s c c n n n Ra q �� ° a �_`08 a a3 S s L A -a=' �YHH HH0HH D g c?V a'x g � �_$ �q ... 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O A 2 LL a S c m='_3 a �a R a u w o E3 a © m 8 m •e to .e o 0 0 ° ° ° C m 0 c8 g G o g a a a s' m c t'a ..a 0 o pop o _ 0 g E 0 a o 0 £ 3 m O g 'O m N U1 E 1 o e6 N ° o° a _ y C7 N E _ g N 8 e e'q CO m = Q W •o o m c E ; T - m t�p - in o gill !< UI m .CC `ao v n Z E a m$3 a U co e) a-Y ° E o co m `o 0 = 4avoS t9, o n g j c a Z w q 6— O.L U o E a m 6 ; E c O a 07:1 RaA Y� -q o E9 <.,- J 4U r.y...,. r� ga�c° SNUG lO �`� A' 6dN YENv/ i ��DENTAL HEALTH II* S � �� Jaw Subsurface Drip Looped Distribution Drainfield with Supply& Return Manifolds t0. �•�-/l%a.c,..c,w.. - -C't-e_C vF C$ @. �3ta:\r \ .rp r ,)-7c. \, . (sctmo t) lC 1 f 2: Sit Ufa FeAtsf• LaN.e.s i _..,, t �� - ``� ` (C) 90 s ,Sty S� 2 _ � ro �� C � C, 3 > _ , 5 Co ET Zp —, 1-71 L.r-- ``r l.. " (01 S- S -&7. 8 in Notes: a ,� • install Dripper lines as!eve:as possible across the contour grade ^5�`F"? . ,.-MM • Divert all surface water away from the drainFiefd area � _�,,� • Air/Vacuum Relief Valves are to he installed at highest point in drainfield • rf/ S10C349 •�� j'O''' PAULA JOY JOHN:SON pp ft 0 V ecP,w S bs1 ,si , 4, (o cc—VA SEP 212023 MASON COUNTY ENVIRONMENTAL HEALTH 1 Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINEIELD SECTION NTS TvPICAL FLUSH Pam- oR A€ -\ <SEE DETAIL SHEET > r_uSr. \ NVYOCR ar SUPPLY Tr, ocAgER Hr FO?L TOP OF SLOPE RETURN s ZPER 1.01CS FoVSH RETURN PLACE MANIFOLDS d SSIDPLT lulit I .. VALUE 1/2' PVC SHC. *0 _ - - - _ �/r MET+f>r• 'borer'O PtR i , ��°Via- TICS S ET> C "*EriSiTitIC pertTERS � \ LENGTH vAR:£S PER PLAN crovcti Doc TONE) \ TRE`GN EXZAYATIQN LOOPED DISTRIBUTION FIELD SSE, MTS NOTES: r) RQSTALL 03tRPPER LINES (AS CLOSE AS POSSIBLE) LEVEL WrTH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS TC DIVERT STORM WATER RUN—OF7. f n ' /i t. APPROVE , -, .,_„), SEP 2 1 I 2023 MASON COUNTY ENVIRONMENTAL ,HEALTF' Page 37 of 52 DOH Publication#337-015 Jaw , / IN ..• (-,: * -Q"--• 1 /7/e---\ . ! •...• 41..._,.. , { . , How nag= 147 GRM • ; tabsi....1 14*gni skce.g.man,. 24814 ar- 1111111111231r p=cssa.. e!gm rsagc r :i• S.&er-in. i Isfacizoam passa= IdD la: • Maims • S Vie i lac*susfisc Ia. .W1 rq.iss. •• Una. I Woad= 9 6.fif 1 716zeit.yds:Inc: 26.8 CI.i:C. i IrrOgil 2,24. fi..zur13: 8 ne ! Immo=cod irside 5 ite g• 2-4 Ls 171•40:= I Nozalaz 31-IC male 2.5.445-= I Efeceicca crA I lidve 1 6 ROf me Kedel Noah= 25Ae:6-XXX I Mead Nsgad:= 251147 A.= 1 ) Neta.fam Tech Filter Charts. .i iF • •- .- .-- ---- --'%-•-•-•',...---.„..--•. --.--• .• -• ..• •' .- , ....-"'.... ,.. ......--"..- ....-...„/ ..,• _..., I 1 .•''' •••• .•-•:., ...-:":-.,..-!,--'-,..-^",.. ---....„..--...„.._•-:._._...-••• —•---_ --...,..:- -;_.........„--....-"...--<,..--""....----..„..---" ,- .--• •• .• -.' .-** ...-"' ...-'"..„.•"‹.----- ...---...• ...---.7-7-:-----;--<,,-""......- ..,- ,-- ..-- .-• .....- , • .- ,- ..-- ,.--•,..- .....-.....-- 1 1 •• ......--_.--- --- .- ...- .•• • .•-•,---•....- ,..-- ..-- ..-- ..- -• -• -j•-•.... ,- ..,• -• • • . --- ,-- .--• ...- • , •,-...,..• ..,.. • ..- - --- •-• --• ,.-- ••• ,••,.•- • „ "....s.:‘,;›,. .• ...--",--- .- , „..-- ...- ...• ..„.-.„- „,...- - -layers of --- ._•-,..,;--,-...,;:-....-_,...--.,......„...-......,.- 1° Ball -,--,...--...-..„-_ .... ....., ._ _ ...... .........,,,..._ , 1 1 1 Filter Fab fic-.. ./. --?<--•-..„--...... Vve (aend 6 al -•=--0-30 psi- - ..-• -• ,• _. ,..---; . --s:\<- --e.---...---.„---,„-• I i tt - ,----/ ,.,--,.. N.-..,., •--• I ------.--. = __.-Pressure"...--:\.\,„..., ,• .. . ,, # • .---,... . _,-• „..---,---_,-,„.... !Past Rkser)--;.-1; ----,----....--„-.„--...,---i--.1---- - Aff--- .-Gauge ---_,-_,... _„•...,.. ._,-.... . I , Ir----\ • _,...-- •• ....// . -• -• • •• -- di. •Ins,•-' . • .‘,. _.• _- - -- . , • [-_—, _... , 41IN \:\ From Fmk! • I .. .• -' • -- ---,,A-,...-- .,- --. • . . ..,-- ..-------- ------------ --• . • --- ' '.--- -- ..- 3/4"tftiter Meier for. 4 ,`•;.'•-----1,-''-.-""'-' i il ''.•-•"'' • • .-- -- -- ,-.- ,./.,----...--' ...--.;.,=-;- Reclaimed Water ..--- ••-- -- ..- 1 - ---4 l•-•'-„,..% ! ----' ..•• ,• • .- .- ---,..» ,...--->'.,.!• , •,....•"••••...'": ..--'.,--:•...-----..!. -- ....--•!"1/..ATI(N...,., 1----.•-•:_----...-- . .on ! 1 ...*•..--" --;' •". •-- ,--"'-:-.•-..-- 7-111 EILT1''.7.- :f.I- lite .iiii i Ta Field .-- -- • #.--. .- -- ...-. • •i .•• -, ...--- - - .. -„,-- .„..• -... _ _ ME ] -• • ., --- - -- -• " -- --••*---.--;-•• • - -• --0-100 PS/- --.4'.---2s''1.,.-•- •„.-•e • " ' e".. „....'"....- ....e".... .4 .err?..k..-= ....,...,. • - ,' ‘•• -IN „....:— -nt .. -• ...-- ..--- ....., ,...--- . ... • • .--• .,-. „:.;,...--zest, . \ •••Pressue- ..,s• .•, .....-- _ • • -•• _. . ., m. , -. Gauge ,....----- ."..•--...-1°Union---.,--- .-1,?_,...•....,. _,--- : .-- .,--• ....;--. • . -- .--- --- - • •., ..- --„.„_-- -------,--- --. \,' •j .,,,"' -•":";,... \It. - ' .,. - ..-"" ....-'• '...- .,...-'......- ,• f ..... A.3 x.i ',/ From Pump : %J. • .,9 ...4- .. ., ••••,___....,-,.....,i/....--;_.----;.....-- .--•--- I - .-... _- ....- .„ ,• .- ,...... .- s.......—; ....,-,...-....--. -. ...--• .....- .....-- -- -----, . -- •••••• -\\ . •-•.. -. -• \--•I'Tech Filter_.--.---------- K,•''..•••''.. -• •-•. • "1 .,...• .......,........A., 7......_, ............„, ,.......,• ,•-......."•.••••••• ......'...../......!•:„.•••••:„... .....N...-24.Diameter; -.--- .,---..- ..---„.---„...•'••••• --„'---'..--1...-.....- 7,-_,•-__.-.---.----.--------•• --....--.- --•'--. Ribbed RIser --,--,'..-.•--•--- -•• .•- -->,..---.:'',•- ---•-- - - ;. - - ---- -------<-- -• ,• ---.--- -. -- -. --- -• .-- --- --- - - ----<",..:,,--- ••••-• .•"" -• -.__,.-•!•• ....'' .--- ...!`..--',..-•-• -•" .-• _...• • ...,...• ...•_.,..• .• ,•-• ...., ...- ":"--__ -.......! ! --_,2.-___.=.----_-_,_- - • .- ..- .- ..!....--- ---......!•,,, ..- .. i .... ... S 1 I HD Fowler Continuous Flush Headworks I , t . .‘' I The main components of the headworks - k. ' are. '' rtivE ..1 .f..-, • 1"Tech Filter /i'z' eit ! (• . ) /,.. • Three pressure gauges •Ciiii" SEP Z 1 2023• ,....., .IASON COUNTY ENVIRONMENTAL HEALTH 3 106 ° .43 - ()\ J B W \ 0 See Drip S,gems-Recommeuded Standards and Guidance 1 Effective Date: July I,2007 Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump . —1 RMIDI owe --'l - _.2f l . t. - -VALVE BCE( J. INOM AJAVAax� •• I j I AR VACUUM RIELJ vuyEuWaroreE VT PVC cotpu ecrx.11 -ww oa�rE LATERALS zrr SEX eo NIPPLE III SUPPORTS I (L9113TH AS FEMME)) , .'-r 0_��..,. PEAL tAXEL SLAW C `- ter— � ry r- � �1 �, _ PVC PRE VC RITMO i 8-r . c.e•?). 0.1%"*Ik \942-4\ -- V.0.51,A.A.-s-N-e..4L 0-4- , -u — C) , It ® \.°� Sit 212023 I DOH Publication#337-015 MASON COU IRONMENTAL HEAtj�' Page 39 of 52 45 H D Fowler Company Continuous Flush Headjvor Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: • • Onsite wastewater drip dispersal systems • Reuse applications including municipally j treated effluent designated for irrigation and other disinfected and non-disinfected water sources • Ir a treatment system such as an - i W intermittent sand filter or mound system • Rainwater harvesting systems • Greywater systems �`y • Wherever effective removal of debris is Y • required • Typically installed downstream of treatment process when used with onsite effluent • Car be used with domestic strength septic • tank effluent with proper design and The PUHEADWORKS4 Comes operation Standard in a 24"Riser Features & Benefits: • Continuous forward flushing of dripperline keeps piping networks clear 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 to wire • Compact size fits in 24"riser • Centralized manual controls make flow setting easy • Manua!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 • Color-coded disc rings make identification of mesh rating fast and easy • Filter ring sets are easily replaced to meet system mesh/micron requirements • Filter size can be increased to '1"Long'without repiurnbing • Water Meter. • Designed for reclaimed water for long life • Easy to read dial II ftA .;,r -'i P P 11 ° V ki I t 5,) 1 1 2023 1.-6 l,C, os-- 19 : ...: HSON�,pUNTY ENVIRONMENTAL HEALTH JBW Specifications: • Filter • Mesh: 120 mesh (130 micron) • Filter Body and Cover. Reinforced Polyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nit'iie&EPDM • Clamps, Spring and Bolts: Stainless Steel • Temperature Range: -40°-160°F (-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter. • %"x3/"brass • Analog dial • Gauges: • 0-100 psi range (0-6.9 bar) • 2%",glycerin filled Wika 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 cm) • Depth: 13"(33 cm) • Inlet/Outlet Pipe& Diameter: 1"Scn40 PVC Application 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 r rats Csciptrny • St...-. Corporate Headquarters 13440 S.E.30th St:ect Bellevue,WA 98005 ?hone: (425)746-8400 Fax(425)641-8885 www.bdfowler.com PROVE ' MASOW COUNTY EJBWNV►RONMENTALAHEALTH 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: o► 1, 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" • IN resistant • Tubing material: Linear low-density polyethylene EXPLODED VIEW OF BMQUNE DRIPPER Bottom View Top View Large inlet filtration area (bottom of dripper) Dripper Outlet (Top of dripper) Physical barrier separates where water leaves the dripper from Chemical-resistant where it `eaves the tubing. molded silicon diaphragm Drippers Top View 'op of dripper(turned over TurboNet wide 00. flow path 400011PPROV2 E SEP 1 2023 MASON COUNTY ENVIRONMENTAL HEALTH � �( L off- \-9 nttp:/ - v� �^r.usa.corn/wastewater/products/bidine-dripperline-tech I/o DRIPPER FLOW RATE VS. PRESSURE 1.0 0.3 ' O 9 GPN j ©.i? 1 t =' as — . 0 0.6 tPH 0.4 3 L.4 LY/ H 0 9.3 i le 20 K 4C 50 58 PRESSURE(psi) Between 0 and?psi,the dripper functions as a turbulent flew emitter,ensuring that the nominal design flow is not exceeded at system start-up. Bioline Dripper Operation Biolinee 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. - P P R 4 PROVE . . SEp 2 12023 Ai i MASON coNNTV FNVIRO14 - l� t� 1� J8w ENTAL HEALT H http://www.,et.15 rn L*a.ccci/wasteveater/prCuts/bioli ne-dripper ine-:ecn VS Multi-Stage Effluent Turbine Submersible Pumps I W PUMP PERFORMANCE CURVE ,LL PUMP PERFORMANCE CURVE -CC Li, IL " PL}MPpERFORMANC'cCURur LL 27 GPM s tt 10 GPM z 19 GPM 1 1/4"NPT DISCHARGE 1 1/4'NPT DISCHARGE 320 tza- _ W..°NPTDISCHARGE 66-1 'tnw-10STSGE „2 (310 1z M.P.12 S AGE I 80- 280 ■ 300 93-1 tote 72— 240 3/4 HP 96- 720 I I 7STAGc I III 411 260 88_ 26o I I i 66 • 2c0 e 60- 'R HP•6 STAGE { 58- ua-7 Mil -IML,Iiilall11111.. 5T�GE r �>z- ` 1 { It22o to 9G_ RrP-6srAl i 1 12HPlil. 200- -STAGE I I g t6- 160 I 1 V 5STAGE 1 66- lac- 1m III II II I I1 R_ I o ■mami\� 8 160 2 _ 6c - t0 u0 16- oWJ '1,4?4SiAGE3 ° 120 61O ! 3_ 1 rj 0 �- IOC jC' \\' { 6 6 11 11 tt 16 t8 5 10 „ 20 - 30 T uxEL CA_C?v5 24- 6o I` 0 0 16 2' R 40 46 56 ei LisRs ftI I 1 1 i 1 PLwrPERr6roTE 6 0 20 t0 50 8C 10C 60 015413 FLOWPERMINu1'E CT5414 16- 40 e- 2 0 Part Nutter H P Voltage Phase Amps Stapes egr.t It I I 5 5C33.CC S 12 115 1 120 6 2_-3/3" tt GALLONS 5 1'5 2b is 32 35 40 �D 3-0 50006 12 2M 230 1 6.0 6 -18' LITERS 1 20 h 6b 1fc ;00 1i0 140 V F:O W PEP MINUTE CZ) 015045 12 115 2.0 8 5-1 k' 015045 5 1-00(S 12 23) 1 6 0 8 25-114' 0 i0 0009 34 230 8 O 2 2915116' s UJ LL PUMP PERFORMANCE CURVE Part N,rnber HP Vorage Phase Alps Stapes -:e5n1 35 GPM 2 5031-0005 12 ',5 1 12.0 5 21.15/16 J �," �,LA-N "~` -56- i80 7 NPT DISCHARGE a • 5031- 2' 230 1 60 5 2i' 2 St16' 1-1HP-'STAGE On 5031. 007 314 230 1 80 7 25.1116' 48- 160 . 5031.00C8 1 230 1 9.8 9 281 140—+_?-eSAGE Part Number H P Voltage Phase Amps Stages Height S d0 0 I 5032-CCC5 12 115 120 - 213115 = I 3/4 Hp•3 STAGE d• 5332-0O26 12 230 60 2. 2'-3110 32 1C0 O 5032-017 14 220 t 8 3 5 24-3,15 t' 5C3COC8 1 a 9 3 7 2.-7;16' p 24 8C t2 HP-2 STAGE CV 5 M-0029 1.12 222C 131 10 33-116' 80 NOTE: 55&85 76 I Part Number HP Wage Phase Amps Sages -.3g qp I GPM also available i • 5C OOPS 12 115 1 120 2 378 for engineered sys- 8- 20 Q. 5a33-0006 1,2 a 1 60 2 1a70 terns.SeeFM2091 0 ' i 1 1 5033-0007 314 a1 8.0 3 20.1;4' and consult Zoeller 0 Technical Service to 20 30 40 5o s0 M 50310038 1 9.8 4 21-3r16' GALLONS 5033-00CG 1-112 a131 5 -7fr Department. LITERS' 0 40 80 120 160 200 FLOWPERA6NUTE 015044 ALL ZOELLER ONSITE PRODUCTS MUST BE INSTALLEDA IN ACCORDANCE WITH PLUMBING AND HEALTH DEPARTMENT CODER. Distributed By: Zfir..71-800-9281;;UM'P l�l®PpRo aso 5EP 1 120 23 PU/t9PO. OUNTY ENVIRONMENTAL HEAUHc �1BW www.zoeller.com t O 7- VI ®Copyright 2007 Zoeller r Co.All rights reserved. rmir • -L99 '# ) �XV3 999L 2 9 (09£i :3NOHd surd r +� S1N :3'pd'3S 147813 vO 98 WM'ONf1O210 WLUde L6D£X09:0'd di L}se-al 00g :xa o raac . ru£-►- a�' 0 f 3NI J33N1ON3 N3 + ate,' .�; �` ems• iu, 5a im j,- . L g J i 1 - 15 r r C • 4QQ Y� i I.+.. 7c 7q �k j Y 3 a ,-__ ,Er i ' ::YJtSti i,T_f:0.Ct vy 5 -- C k 1 � !j F C thiL , A 17,i,=;P i . ••ss lit It't A`$^�: S n u 2 < o.C- I , v j <$ 3'e2. Yr it Ft i : f F §1 t�` cCa¢`O'1 tI c4 I-' - e {{ a3 .r...o i I ' • • r t 1 �� 1r' � p z *mEs�9 s * , _ . k. << r 1 :: ..---- • .1 ppRo Inly gl .i_s ._ • 4.' '51.. -A4):-:,. . 4 g • O r - Y - H J�V:•R NM tqt�,'Ea'Tr �` y a ae. . pao F.o �q525 § 1 } "s a'' u N '' i ' ,''. `jY' i i tt $3F�EY C g`3 sit OG� qs14 3 i {3;2 gnu �iy� rz" xy x *1•152.12 44 Y l a 7 , tY .< � C C g•'�?ii�c r r SP -� .Y�+LU =g9 ...,. . . ... - - )' S--r -------- . DUAL PORT AERA70R7 YLATE5M6147 --\ U0 VIEW 011!) 1 MEM crry) \ , ‘ • T-4-4,Lf--1-7---rr\ i 1 i . I Xr MAX i ..•PVC(TYP) -•\ I • It 7 log mAsToe Ar-- •4t 2 1. Fr-I '' , ".7-1°----7--T r coupuhia 1"."... _ 4 C i ....___, 6 REcuc:Et ---.\ _. 8: 1 . 1-1 '•-.'-',7r-l_. ........ ..-.---.------t-----------s'"—j 19-. l'• 1 S-.a. I , ir rum.LINE ! I -Nks N i . ....=, • - 'TRASH CHAMBER moss-rat owdosR CLARIFIER OPERATPiiC CAPACIrit 417 CALLONS CTAT21 CATACTY-.:442!CALLONS irIBER R.CCO ONNiterv:450 mai,^WS : Is CAI. er i sr sr 17 Sr 1 sr : • • • r---' 78. ° 1 • - 4---) L yaw . • 1 . QC e. • • . .... •. . •• • I .• • . =4;47:SApgyoui I ir r 1 /. ..k . T •11.0 . XIS TAPER -•:"•,4 GE MUM r.f.4t. STCNE.FREE IstATTvE SC& OR COMPACTED SVC i Ov!IR STONY Solt OCSTALLATION INCTRUCTIC.IS 1)Ecorate tar*hole 107 verfical walls tc/fat ismer tan tarsk ce al sides. 2)if beam ands is eserf,instaf/3"d ayrd: sand&iev ,,, OM ye wad. 3)MOO tar*in center cthcie.keeping 1 ft.void sPace or , ., • —1 —lc al sides. 24'RLSER9.(iTYP) 24::-OMSZ 1 1 4)As zink is set;well room fiff En void space wir:corets INOtdriC C:457'. I ,Oft 71:1 1 granular(stoney)sea tree of large dumps of etay. i 1 I i 5)Invite rest docket.&aft risers to adapters wit,. i I ! . vettstprcci adhesive. J sta 8)Perform watertightness telg io Acid as ratrure' d by local jurisdieral. !f .1,P I'1 1 7)Upon approvals°toga.,carefully backfIF wilt!nave j f 1 ir mai . scab over top of tank. Ier to ' ra.4s4i cvias4ER I 1 255EraiS i Igkannfi 1 8)Final grade Itta steam a,awe 4-hkerii4a..,surface L.- 1! J L___I weir Seward tank . ---e• - 1 i 2023 "" COUNT M..Vi V ENV/R0 1 r.Zed A/Ili/PA/7i ..1 13w. pit-Fit ,,..• AEROBIC TREATMENT TANK DETAIL FOR NuWA TER BNR-500 TREATMENT.UNIT 4:: ......,_ ENVIRO-FLO, INC. RV/S150: 3/01/12 Wastewater Trothfl Technologies --------- ----- -:-.:.:::-::...••• -• P.O.SOX 321161',Rowood,MS 39232 .scALE (877)635-8476 (an)84.54716 fax 1" = 1.4 ft. 111111 • 1 !VL*€ ( irrill;41.1. -.IT ' N. - \ , r -...,. , ..4#iP'N...„.,... St S•.,... .' ild ir. ) e -,.. . . 4k f ad,0). 411114. i /4:. Ili r%kil lb . s:13_,Q;d ti, �� . . 4.7,, iiacic, 1., r re \ "_1 le it ...7. lc ....• .3.. i ... , _s_ in, 11.. !‘-., et G� 0ai fie ; c f 1 111* j ' - ,.� et7-5. . i 1 IU I PARTS UST NuWater NR Assembly Diagram I I A DUAL POREAMCOR M.POLYDiFFL BAR(35 B.3or RUBBER 9r w CLAMPS CZN. PVC(S'1 Pr .$wH1 C.St'BARBED ADAPTOR X 12'NM'CZO." ig S CAP r \.., D VT SUP X 1r2'NF?ADAPTOR P.VS CLEAR PVC.LOSE(OPTIONAL S) E --STREET z;rrrEprWV-MG r4 Q 1/V PVC PTPE fSY insTALLsz, �� F la-90'ELBOW C3) P 8 B ,'PVC PIPE �' iSTALLOR) G."X!'X trt'TE£ S.7 PVC MPS Y Th STAL•i.sm tv M 1-90'aBOw(3; T.vs-SAMS,AOAFrOR TO 1 ta'itPT C2 +� i.TXfSUS.SSG U'.!rTS,xrt1XSEC t�FPT fZ J z-SANITARY TEE V.12'?vC coisP'.1rR W .I # A© r.,a x"PVC CROSS W.z COUPLER ir1 �y/ L.T•COUPLS(Sr'04STa ) SEP 2 ?'4 C^'�'rn!rNTv 2023 Revised l�s/=z • - • PROVE . ... ScP2 23 4 M`ASON• ' COt1NTY ENVIRON20 M E i_ ENTAL HEALTH . JBW SECURED LID WITH GAS TIGHT SEAL TRADED uNtbN u•DIAMETER ACCESS RISER SERVICE FitR GRADEVALVE• 1„ 1 I I.�r FROM SEPTIC TANK ji i] 1 r�+TO ORAAIFIRELD • t 7 EMERGENCY STORAGE i ANTI atPMON NIGH WATER ALAiM LEVEL __-._� . NORMAL TIMER OFF LEVEL WORKING VOLUME j • y� FLOAT STEM ,r T ' t � - FOR FLOAT ENCLOSED PUMP MOUNTING sepotterr SHROUD• ^ - 1 tfEpC VALVE• rs ..._ . SEDIMENTS 'i.n r i t s PUMP CHAMBER I YPICAL1 'AS NEEDED Septic Tanks must meet standards required by fWA stud sewage 2272C tanksand FIGURE 2 manufacturer must be on Dept of Health g e W A no)H Publication#337-072 Page 35 of 65 - 7 I 4 avteut Septic De/sign/3 NuWater BNR Pretreatment INSTALLATION & MAINTENANCE - Subsurface Drip Distribution Systems 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. • f 510C949 •." ytQ PAULA JOY JJOOHNSON k __\ -sM, .,.k/r)tlot;670 n 0 (40\ gb- 't PPROVE • SEP 2 1 2023 nenrnKI nn.Ikrn,