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HomeMy WebLinkAboutSWG2022-00343 - SWG Application / Design - 6/16/2022 yaC-Ar + 415 N 6TH STREET,SHELTON,WA 98584 rtMASON COUNTY SHELTON:360-427-9670,EXT 400 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400 t °r I' ELMA:360-482-5269,EXT 400 / Building,Planning,Environmental Health,Community Health FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00343 APPLICANT JACOBSON MICHAEL D &MARCIA L Phone: Address: 371 E ORCHARD LN SHELTON, WA 98584 OWNER JACOBSON MICHAEL D & MARCIA L Phone: Address: 371 E ORCHARD LN SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 371 E ORCHARD LN Primary Parcel Number: 320215701025 Permit Description: Replacement SFR-2BR SFR -NuWater and Drip Permit Submitted Date: 06/16/2022 Permit Issued Date: 06/27/2022 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/21/2023 (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: www.co.mason.wa.us/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. • OFFICIAL USE ONLY ' .K",e1." DATE RECEIVED: 4 <�, MASON COUNTY •ZZ n is I ''' COMMUNITY SERVICES w cr iiiv_ m LL/ Public Health(Community Health/Environmental Health) /� - - I C N co360.42A 5670,not.400 or 360.275 4467,ext.400 61, 415 N.6th Street-Shelton.WA 48584 S W G - 450 Q Z to Z II ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE m M Michael Jacobson (253) 219-0904 o c Fe 0 MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE z c) 371 E Orchard Ln Shelton, WA 98584 y 03 SITE ADDRESS-STREET.CITY,ZIP CODE a • same NJ ( co a NAME OF DESIGNER PHONE Arrow Septic Designs, Inc (360) 898-2255 X IV NAME OF INSTALLER PHONE I o Maples Excavating, LLC (360) 463-8474 PEfiERMIT TYPE(select one) ((��..� DRINKING WATER SOURCE iv RESIDENTIAL OSS COMMUNITY OSS ILICOMMERCIAL OSS E PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) PUBLIC WATER SYSTEM 1 IQ NEW CONSTRUCTION/UPGRADES RREPAIR i REPLACEMENT OTHER DETAILS(select all that apply) gig TABLE IX REPAIR ( (n SUBMITTALSCO ( -� CI SURFACING SEWAGE Iii EXISTING FAILURE I1 SHORELINE L12DESIGN FORM(REQUIRED) KSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE O I WAIVER(S)(IF APPLICABLE) 2 .16 acres o ( o DIRECTIONS TO SITE AND SITE CONDITIONS.(ex,locked gate) From downtown Shelton, take Hwy 3 toward Allyn/Belfair, take a R on E Agate Rd, follow to I the T at the Agate store, turn R onto E Crestview Dr, follow to Shorecrest neighborhood, r turn L onto E Parkway Blvd, turn R onto E Shorecrest Pkwy, turn R onto E Orchard Ln, o 0 existing blue house on L (on lake), house #371 by front door. I Iv N ol SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I Cr OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PE"RMIT 0 HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS '5L to 411 r .„T 0 511 [I-71J i.,, JUV 16 2022 I J O . SOIL CODES: RECOR V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. TOR SIGNATUREal ti,„,„-Q, (,,-.2 t-.2.2_ DATE APPLICATION EXPIRATION DATE ATION APPROVED/ISSUED BY DATE (A \ft(ra. -) U.--2-7-AZ T S F� AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 127/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 7 — 0 1 0 2 5 s. A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. v 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. .1'axinnan paper size 11-_V 1 PARCEL IDENTIFICA.TIOI'+ Permit Number: 0 3 Arrow Septic Designs;Inc �ry u SWG c). — Li j Designer's Name: Arrow._ .__._ ------- Applicant's Name: Michael Jacobson Designer's Phone Number: (360)898-2255 Mailing Address: _371 E Orchard Ln Designer's Address: 171 E Vuecrest Dr Shelton, WA 98584 Union, WA 98592 City State Zip City State Zip DESIGN PARAM i. Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter. Type: [i�Aerobtc UnitMakcr:Model • NuWater BNR-500 0 Disinfection Unit v9ake•Model Other:.____..._.—__ — ------ Drainfield Type 0 Gravity 0 Pressure 0 Trench 0 Bed lifSub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Scheduler:Class Netafim Drip Daily Flow:Operating Capacity 180 gpd Length 76 ft Daily Flow: Design Flow 240 gpd Diameter .66 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 4 Receiving Soil Type(1-6) 4 Separation 1.5 ft Receiving Soil Appl. Rate 0.6 gpd/ft` Orifices Required Primary Area 450 ft2 Total Number of Orifices 304 Designed Primary Area 450 ft2 Diameter .42 gal/hr emitter in Spacing 12 in Designed Reserve Area -- ft' S p Trench/Bed Width -- ft Manifold 'French/Bed Length 304 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 10 % Diameter 1 in New Slope. If Altered 10 % Preferred manifold configuration used? ( Yes 0 No Depth of Excavation up-slope 6-12 in Transport Pipe from.Original Grade Down-slope 6-12 in Schedule/Class 40 Designed Vertical Separation 12+ in Length 40 ft Gravelless Chambers Required'? 0 Yes 0 No 0 Optional Diameter 1 in Pump Required? 0 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff.in Elevation Between Pump& Uppermost Orifice 0 —ft Dose quantity 20 gal Drainfield Squirt Height;Selected Residual (head) 0 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity(,,Total Pressure Head 8.5 gpm 'Timer GifElapse Meter cif Bent Counter Calculated Total Pressure Head 128.7 ft If Timer: Pump on 9.4 min ,punt 1.84 hr Comments kPPVI ° VE juN272022 t 20 MASON COUNTY ENVIRONMENTAL HtHLTMi JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 2 1 — 5 7 -- 0 1 0 2 5 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 16 Test hole locations g 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 gDrainfield cover Q( D-Box/Valve box locations ❑ Existing and proposed wells Reference depth from original grade within 100 ft of property 671 Septic tank/pump chamber and restrictive strata: 671 Measurements to cuts.banks, and locations V Laterals,trench/bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of Cd 0 Curtain drain collector Clean-out location 0 Sand augmentation curtain drain and all absorption g, Manifold placement components Gil Orifice placement Other cross-section detail: 1 Location and dimension of g Observation ports/clean-outs It Lateral placement with distance primary system and reserve area to edge of bed Other Information 66 Buildings 1g Audible/visual m referenced Yes No Direction of slope indicator [if Scale of dra - wn on scale g 0 Design staked out B1 Waterlines bar • 0 g Recorded Notices attached 6� Roads,easements,driveways, . ,4 a, w�,y� �{� 0 g Waiver(s)attached parking g��R` Z }, f� 0 Pump curve attached G`�% �, Gd ❑ Evaluation of failure t� North arrow and scale drawing r,47: do •- J *— ,r shown on scale bar Y%I 5, 0349 Non-residential justification 'AULA JOY JOHNSON..:P.'L 0 NI Waste strength IC�NSI:ti U1rStGNE+ft 0 g Flow mow--s�T^i� L� ` DESIGN APPROVAL The undersigned designer must be no 1 ed b • 'nstalle•at time of installation g Yes 0 No (O-( +-Z• e- Signature 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: /r blat.9 2) 2) --2 ( n Fo. ( al Health 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: a--z( z 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. Updated Date: 12r 7/2015 S. 205104 MASON CO WA i 81,'q 's.- t z L ! llU! 12 ,i,.o .5•:o .-.(c• ?=a z,.aw '_..../?� r^F , -mo •�<i '�- • 7 £a :1. 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E. av-, a t y ,:,p �� • Vl� MASON 12 ?0?2 YENUIRpNME 7... yFAL Ty J8W Z ft zD Arrow Septic Designs 171 E.Vuecrest Dr. Union, WA 98592 June 14,2022 Mason County Department of Health Services 415 N 6th St Shelton,WA 98584 RE: Michael Jacobson Property(Parcel#32021-57-01025) Septic Replacement/Upgrade Dear Inspector: Attached is a replacement/upgrade septic design for a property located at 371 E Orchard Ln, Shelton, WA 98584. The existing gravity septic was installed in 1967. At a service visit in May-2022, it was discovered that an outlet pipe was broken and the drainfield is not taking water the way it should, and the tank had a high effluent level. Upon further investigation, it appears the drainfield may have been modified at some point with shoddy workmanship and has not been operating properly. The owners have decided to move forward with a modern replacement septic system. Records indicate the existing system consists of a 1,000-gallon 2-compartment septic tank followed by approx. 180 s.f. of gravity drainfield. The existing tank is under the front porch with an access panel for service. This tank is to be kept and a solids pump is to be added into the second chamber. The 2-bedroom replacement system will include a new NuWater BNR-500 pretreatment tank followed by a 1,000-gallon minimum pump chamber. The tanks are to be traffic rated or protected from vehicle traffic. The old drainfield is to be abandoned in place. The proposed replacement drainfield is a subsurface drip system in the small side yard. We are also proposing a new control panel with timer, elapse meter and event counter to extend the life of the system and to facilitate future operation and maintenance. This system meets Table IX repair standards with the new proposed drainfield being 25'+to the shoreline (actual distance is approx. 45'),treatment level B without disinfection,and 12"+vertical separation. The property is on the water system and there are no wells nearby. The property owner's contact information is as follows: Michael Jacobson 371 E Orchard Ln Shelton,WA 98584 (253)219-0904 If you need further information,please contact my office at(360) 898-2255. P P OVE Sincerely, M JUN 2 7 2022 ' '' c�NNTYENORp 4 '' Jew HEALTH 'a I' -•v,`/`, }a 1. 6 , on .,��.4!'1�. ensei_R, 4te W ater Treatment System Designer '"' PAULA JOY JOHNSON .. EXPIRES mai p `S*2 o Fio--1- llgn - 5\•eeJe_ w t1(I.e u,1'1,-4'‘ MiChae) loc( ol2SGin w--}�',� te' a-� �,y stied- Pacrc-('1 #-3202 ,_670025 co lvaite.. ITce �,-ed 37i f Orchard Lh, S a ) l t I ' t 6 to 20 3d la 1 �_ E QyOV1av A =T54 -0 I-e 1iv 0-2.`1 " 5L + roots fa Wet r (oil• l 5 ' 42ti _ __, 0(30—LE Rc'ta it l,h9 wail? r+442rn9 watt ' 0 L- — — - N \fo OAudio-Visual Alarm .- T D?CK Dc;p Z o � OCleanout Ex .1•- n 3 Ptasn ,eld ONuWater BNR-500 Pretreatment Tank 0 1,000 Gallon Pump Chamber wa-l-1 OSubsurface Drip System Headworks I o0 © ad-d so ,ols pop A-, 5ecoxd C.liO tt ' I a l_ to O O ca110-H s'�P+k` (e c m M� O 1 V"( c l<- t Ask A27.1 Ad9ve--4,4(k 1 ri,s: ei W4...„*.,t. ANIMINNIMMINIONIIIMMII ifik4 tr 1e� � . •.• '-& Head fi A ( ii7.'r�10 �rki�' PAULA JOY JONSON . A/ UC18'1, SP.Si0Ntft' '� O �lie 1 HAN rnersIf5 Ih1-0" 4c20 Subsurface Drip System Calculations&Specifications Michael Jacobson Parcel#32021-57-01025 371 E Orchard Ln Shelton,WA 98584 Number of Bedrooms 2.00 Length of Supply Lines Operating Flow 180.00 From Header(loop system) Design Flow 240.00 lat# ft. Soil Type 4.00 1 supply 2 Soil Ap. Rate 0.60 2 supply 10 Required Square Footage 450.00 3 supply 18 Designed Square Footage 450.00 4 supply 26 Lateral Length (looped) 76.00 ft. Number of Laterals (looped) 4.00 ea Dripline Spacing 1.50 ft. 1 return 10 Emitter Spacing 1.00 ft. 2 return 18 3 return 26 Dripline Length Required 450.00 I.f. 4 return 34 Dripline Length Designed 304.00 I.f. Emitters Required 450.00 ea. Emitters Designed 304.00 ea. Lat total 144 Header 6 Transport 40 Emitter Flow Rate 0.42 gal/hr each emitter Return 40 Design Flow Rate (#emitters x .42) 127.68 gal/hr. Total 230 Flow Rate (gal/hr/60 min) 2.13 gpm Minimum Doses/Day 12.00 On Time(total per day) 112.78 min/day On Time(per Dose) 9.40 min/dose � � Off Time between doses 1.84 hours ' i *), Milkiri•:'%• n • / si00319 :'�r} +Q� PAULA JOY JOHNSON l F�CPf RCS��l1=i/ PPR VE' JUN 2 7 2022 M' OOUNTY ENVIRONMENTAL HEALTH o_.. 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FA(ry U Subsurface Drip Looped Distribution Drainfield with Supply & Return Manifolds CL9r k.,_, v-o-v•-. I/ w els....,.• 4-710 0 r )--"------ a 't ,,,....rta_ 111 ( - ) \_(, ' (see.t>e_i44.1) t0..,\C c { 1 2' Sit 4o -'''' ( 1. V 1Fr ,r, i. s - ) -------_______ k -IIw SCcSn ; \ _ to p+�rr 5-0 1/4`C- . © S (o (3 Z© '•.�t) «ll ,i,_ ,..r-e-,--... --cs.s.._ D-e.4s-4: -. . r.r6k.L,5-,--v1 4., .0s!A.„..4t, V t, --11?), 5100349 y0, PAULA JOY JOHNSON .�y liglir ICy1J�ft EXPIRES s , ,__ PpROI/Mq JUN � CO0Nr)'EN 2022 �RpN Notes: Jegov MFNTgt yRgCr • Install Dripper lines as level as possible across the contour grade H • Divert all surface water away from the drainfield area • Air/Vacuum Relief Valves are to be installed at highest point in drainfield Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINFIELD SECTIDN NTS TYPICAL FLUSH PORT OR AIR VENT <SEE DE7A71. SHEET'. 17) FLUSH MUMtCR Of SOPPLT PLUSH NEARER HAI[F'DLD T❑P O r S L O P t. RETURN PEER ZONE R umrs To (SCE DETa11 sift 17) RETURN_ PLACE MANIFOLDS IN APPROVED VALUE SUPPLY Y-� 1i�i1i1i1i1 - - BOXES _ _ SVPPL+ 1 , 1 <SEE DETAIL SHEET 17) ' i - E E —- - ---- .. _ - • Irr PVC SIC 40 - : i 1: v , ti+ J ' - - FEEDER LINES! _ . - i - - • _ - (TYPICAL, - _ - • - - C 40 • " - 1/2' PVC SH90' ELXIVS _-_ - - ' _ - . .. . . ei_ _ ---/---I - - - - - + _')• `LOOP CONVECTION 116061W.DRIPPER J .F•- LENGTH. vARIES PER PLAN--4 (SCE DETAIL THIS SKEET) UNES IM1IH 0.61 CPI PRESSURE \ TRENCH EXCAVAT IGN LOOPED DISTRIBUTION FIELD SC LE, NTS NOTES: I) INSTALL DRIPPER UNES (AS CLOSE AS POSSIBLE) LEVEL WITH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS TC DIVERT STORY WATER RUN—OFF. ` , .c),_.t.f,..,29-a-i- 1. v‘.._ 3(\r‘ \--'S f&L-tC-42--$ ' P P R 0 V E JUN 2 7 2022 MASON COUNTY ENVIRONMENTAL HEALTH AJBW DOH Publication#337-015 Page 37 of 52 . ,---- f . . 4 411,,,,. „. „, ., 4-Fitter i SWF nag= 1-17G . f"Filter I b l+ Fa aarEaca .._ 7,dssq.m. Soarszog= 5.26GPM tS . ...._ 54 ca.m• Mationon plXiat= 14Opai • Le n 8s;�c• meraseat= 45.93ag_m. ti4-,deic 95.12• ns lame: 265 ca.kr- s cu. Lane= 87(a• a.._._ . ba.ecacod 6 Width 5 " _...: t,s. Nambac 2.4 2 �J 5 t Digasecc.racrw=cad. maaacaoar. 6 7132" 1M&yuyO T.1.,4 .di..xc I. ! Moda Numb= 25M6-JOCK i Mold Na 25tL47.= i i i Netafm Tech Filter Charts. •;i .r' Fitter fabric / y lve .1 —t�- 1q�P�SMI t (Extend 6. / ./ Ar./�- -./i' • 1 _Pressure„ • I S ..-• :i „.••„^ Past Riser)'';!1-' --- J - �/-' Gauge • :�'., . '•' -• •.••/- ; i/�To Tank�.• � �' j From Field jr?.fr`. r ✓' ���,'i �.�„^ I• /,. ,/yam/�• . ' i', 7 4"der Meter for, ,`` �.. , •--- ----• i,_i•' •-- r i //!�,.i' Water r i• 1',r •r•--,�- E _-• ` � :- -!j/.--••-•" ._•,"`;fir`,"�•�7- -'./> • .1 se-' I • Field . '--) �' • �x .�f��7 �- mi—mi � t To • • • e• '' � l,./ .rY'�_J;FII ' • r iy- /ir i I „-t s✓i�r .- s - y _• _ - . li .i i-- -- � ' '••,,� ' i i •,- l ftI �• gy• i -'. • �'' : . ' ..' . ... m �' �'/''ice/f` Y'• .: .'n T �� _^_ •-r' .• •,%',/ / �' "/' _-y- - •• • c'•- •- -_--- --^-- -1'Tech Mar' 7.f ""'..%,r-•, .- - _r'_.� �r;r'-•• -` '.-s• �� . -' Robed Riser rt'� !ri/�.�_ •� �.�!•'�.'i. _ '/•yam-/ HD Fowler Continuous Flush Headworks f. AI The main components of the headworlcs are: pP ROV • 1"Tech Filter { •1 • Three pressure gauges MASONO UN z 20Zz COUNTY ENV NMENTAI EAITN • Jaw Q p Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 I Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump r RCM -- VALVEBCOC NOTE ./..----4 AIR VACUUM aaEF E .-------41 NG NI) THAN DRIPUNE I CM eo NIPPLE (1.84OT lPsFOCL ) —ill T} EBRICK 3%�r-a�4 ��.:74 - PEA GRAVEL SAO' — -- t - fl R ---1 .. PVC PPNB AND R hG , f SA/115k.,?5 Cci.-4. .. if2e*\1.4 .- e_ Y CZ) .4 • 4 ?RovE MAso,v,T ? 20?? YENV/R0A,44 Al.H JQ EALTH DOH Publication#337-015 Page 39 of 52 IA,ofZD H D Fowler Company Continuous Flush Headwor Quality Performance, Long-Life and Reliable Onsite Effluent Control Applications: • Onsite wastewater drip dispersal systems • Reuse applications including municipally /' treated effluent designated for irrigation and other disinfected and non-disinfected water sources • In a treatment system such as an - i intermittent sand filter or mound system • Rainwater harvesting systems k44 • Greywater systems • Wherever effective removal of debris is • required • Typically installed downstream of treatment process when used with onsite effluent • Can 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 • 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 • 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 replumbing • Water Meter. • Designed for reclaimed water for long life • Easy to read dial 400 R ® ',E M ,snA, Jim 2 7 2022 A U N /I ENV/ '; iv MENT Je AL HEAL 1 y Specifications: • Filter. • Mesh: 120 mesh (130 micron) • Filter Body and Cover: Reinforced Polyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitrite&EPDM • Clamps, Spring and Bolts: Stainless Steel • Temperature Range: -40°- 160°F (-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter. • %"x%"brass • Analog dial • Gauges: • 0- 100 psi range (0-6.9 bar) • 2'/z", 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"Sch40 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 01HDr-t cagy _a t....... ...ji. . r.= 7/ e.- sa . { Corporate Headquarters 13440 S.E.30th Street Bellevue,WA 98005 Phone: (425)746-8400 Fax(425)641-8885 www.hdfowler.com 0„PR Mq, c0UNrVN ???422 7vz1 k � Jell "c447y • 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: 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 BIOUNE DRIPPER Bottom View Top View Large inlet filtration area bottom of dripper) Dripper Outlet (top of dripper) 410.611H 111111 4PROV0 „Et) Physical barrier separates*Ng. ON 2 120?2 water leaves the dripper from YEA, Chemical-resistant where it leaves the tubing. Romv, AL molded silicon Jell/ HEALry diaphragm Dripperrs Top View Top of dripper{turned over] TurboNet wide ____ 000flow path 41110.1.1 l� 20 httpJJww musa.comlwastewaterlproductslbidire-dripperline-tech 1J6 s DRIPPER FLOW RATE VS. PRESSURE 1.0 o.g -- 09 6PH I 1 p.$ CO i CD p.6 _ ( 4 I0.: -Ptl ri ;. ©.5 a OA ,t - o 0.3 i a 10 20 30 40 50 58 PRESSURE i psi) Between 0 and 7 psi,the dripper functions as a turbulent flow emitter,ensuring that the nominal design flow is not exceeded at system start-up. Bioline 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. p Gov JNN M0 AcouNrrEN? ??0?? �81{I MN� '1'HEALTH jAN httpw etafr a.com/wastewater/products/bioline-dripperline-tech 2/6 Multi-Stage Effluent Turbine Submersible Pumps CURVE Pc Iw ,,, W PUMP PERFORMANCE CURVE I W PUMP PERFORMANCE �;LL PUMP PERFORMANCE CURVE u 27 GPM t"P 10 GPM 'I 19 GPM 1 1/4"NPT DISCHPRGE 1 1/4'NPT DISCHARGE 1%'NPT DISCHARGE 96-320 2HP-10 STAGE! 120- 4"- 1 j I 280 300 360- II 112- 3/4 HP-12 FAGE 1HP-9STAGE �_ BD- 30 104 0 Ilk - 240-- 3!d - 86- 310 7 STHPAGE ga- 260 B6- 280 64- 200 240 I 80- :t::: 1T0220I= 48- '60 g 112 HP o 200 6 STAGE 40 `�� w I o ae- 1 W 120- 5 STAGE u 56- 160 0 3 ` a J Q E. 46- 160 120 ~p 24,- 80 i o \ '¢ 140 24- 80 16 L o 40- qp 12 HP-4STAGE i. 16- 8 120 j ! 40 ........4sss\ss\\ 6- ��� �1 2 4 e 8 10 12 14 16 18 5 10 TJ 2-r p 25 30 GALLONS LONS 1 GALLONS 24- 60 LITERS 1 ' 0 6 16 24 32 40 46 56 64 UTERS ° 2I d0 EI I I 8 100 60 FLOW PER MINUTE 16- 015413 FLOW PER MINUTE 015414 40 6 20 Part Number H P Voltage Phase Amps Stages Height E 5033-0005 12 115 1 12.0 6 Z2-3�' o� 13 1'5 20 25 30 J5 40 GALLONS I 0- 5030-0006 12 230 1 6.0 6 22-3s' LITERS b 20 40 sb 8'0 i00 120 14o FLOW PER MINUTE 5030.0007 1/2 115 1 12.0 8 25-144' 0150 5 d 5030-0008 12 230 1 6.0 8 25-114' 50 3 0009 34 230 1 8.0 12 2915fl6' w w LL PUMP PERFORMANCE CURVE iLi Part Number H P Voltage Phase Amps Stages Height m 35 GPM cL, K eril1_ 2'NPT DISCHARGE CL 5031 CLTJ6 12 115 1 12.0 5 21-15116° V` / 56- 180- ! t3 5031.0006 12 230 1 6.0 5 21-15/16' 1-1/2 HP-5 STAGE CO 5031-0007 314 230 1 8.0 7 25-116' 48- 160 P 5031-0008 1 230 1 9.8 9 28-12' 140—1 HP-4 STAGE Part Number H P Voltage Phase Amps Stages Height 40- 5032.0005 12 E 120 115 1 12.0 4 21-3/16' _ f 32- 3'4HP-3STAGE a• 5002-0006 1f2 230 1 6.0 4 21-3/16' a 100 0 5032-0007 3i4 233 1 8.0 6 24-3/16' n" 5032-0008 1 230 1 9.8 7 26-7/16 0 24- 80 1/2 HP-2 STAGE CV 5032-0009 1-1/2 293 1 13.1 10 30-3/16' s 60 Pan Number H P Voltage Phase Amps Stages Heigh NOTE: 55&85 40 I GPM also available• 5033 LxoS 12 115 1 120 2 18 j 7S' for engineered sys- 6- O. 5033�05 12 230 1 6.0 2 18-718' terns. See FM2091 20 5033-0007 314 230 1 8.0 3 20-114' and consult Zoeller o C) 5033-0008 1 230 1 9.8 4 21-9/16' Technical Service cat 1 oNs 10 20 30 40 So so Department. LITERS I I 1 I 1 1 - 5033-0009 1-12 230 1 13.1 5 �2-718 a 40 80 120 160 200 FLOW PER MINUTE 015044 i ALL ZOELLER ONSITE PRODUCTS MUST NS LLED IN ACCORDANCE WITH PLUMBING AND HEALTH DEPARTMENT CODES. Distributed By: p R 0 V JUN 2720 Z MAC COUNTY ENVIRONME2Z PU/UlP lO_ JBw NTALHEALTH 1-800-928-PUMP www.zoeller.com !/0,r� ©Copyright 2007 Zoeller Co.All rights reserved. 15 ( 4 • • 15Y'3-32id NtliYd.3Ja#.i $i' ; .. .�9L-L$9' } - 3 B99L'LS� 1�£l 10Hd �t 't1'!i'Q $6 VM Ot 1f D2t�3 31.lid8 L8U£�C08 Q d ysei l U%J :A8 Q' 0 D 1 ►NI2 33NION3 >13 < maces MOl s1M Wet 6l/£.. aiVe .a 24 `I' i'•` CZg ' $ ;U ..� g, it3O -.4:5 r3 i z d>�or en% yQa : kg~ZY YH _L 1J 1 K Y Y��! ` �2 2G`� � 3=� ¢ 68c y s^ �w3. , aw `, • .. —i 1 r fa u s t 1 Vic—-- — o `, r. D c I 4 �xzea0000a • nM.s- 8 �, a '„ :1 v 41.: i:::. :?.. E .1,j �i2?..::: li; sk G: r.; 'F.-- Caa'.COSI I i 1 '.--gatr 1 (� r 1 ®- i 81 J� 1 �0 r—l7 i1 li ti / C i 1 J 2z iz.. �,, 3 SUN 2 20 its$ MAS(}N BOUNTY ENVcs IRONMENTAL HEAL � a� r B TH $ t § — '.t .- et �v ;at ? ' 37 1 .Q -aluiai it, UV'-- ,j ( i , irk ki it � 7 1 Q _x 7z ! 5 i_ ,%' ,E` g ..E ae ., o_ •r ali3tt- n `� 1 I i ti ,. t `� G a4C01' � &c < }`� as 5 .tt z via, bc� Z -t O, L. � r ,r. tmY�f.,O"& :^plc 4 i < .�. i ;;, Pa .. C Cu 1(y i _ - r L ..' iI4.:c� 2 ,,..... .s is 7 , t _7, ,. +.s.3. . " 0.'` I �u = -c-I L I ub.4,.„1 °� = `-fit s im14 4.d .. M Il g x/ < ,•3 .C.aCZ+ 3 �`'�N1 r cf Lr i `c a Sz,..°g Zo i / x g'Z • DUAL PORT AERATOR'1 WATERTICINT -\. ISO VENT(1)....... .....p....7 \ ' 1-1-77-1--- i 36'MAUC Cam) --\ 1 t =fiki 'Ur PvC ,,,..„e i 1 aiRLSAE :1-.7,-...--.7- ".7.1 r ODUPLING—� J ! a REDUCER j 1 \ s- — t--' } - ..- 6,..„.....7.....i 7 ,r ur+a ._. T PVC -/ 1 ; TRASH cw �+ OP$CCO C CAPACIPACTTv:4 G GALLONS FLOOD CAPAQ1'': GALLONS C�NS�f PERATN6 CAPACITY:42T GALLONS CHIMER FL000 GPALrrY:AGO CeA►l LONS (Th 50'o e4 rxta 2 I I ° ° . . -� i j —ate ' it 4 P, LwAu a' • x e�-rurrx p %11114A4SAti2)C 1 T,PJUN 2 STONY L • 5T�' a� °4/�&ON COUNTYAL ENVIRO 2022 s)Ezcavaoe taritt gore vet ver5cal wails m s too;target th�l MEN TAL HE on al sides. pia ALTN ` n ie es stony, 3"of sane&re, 'J�'�Vtt g . _ x--�c installcut lett saga 3) tank m cent Ot h*.keeping 1 SC void sr on ——I r ( ae'etoe►�r a�j As tank is tag well water,fa in void space with comaeoRtSERS1 +'� roe CY:grassier(sandy)xa free of large ck+mps of clay. { {{ 5)instal r sp rr: aaa risers adages ti+i� iiwaterproof adhesive. a•�• 6)Perform wumr h mess tes in fold as regv?ad by local !{ (1 I! in I; 7) to heeled,carefully back YAP nattve sods over top of tank. a I 1 {fsaele --J>�Final grade the aurbce to avoid aranefr+g surface L J_ --,t was bawd lark MAW =28e. ,,, AEROBIC TREATMENT TANK DETAIL FOR •-: NuWATER BNR-500 TREA TMENT.UN/ 1T �_ .„ ENVIRO-FLO, INC. vesiisEct3/01/12 :: . 6. .;. P.OWastewatef 321161,Rowoodfleatmerrt T 1sr+�c� "= 1.� ft.(877)836-8476 (601)845-4716 fax I—itw I --. 11. .._ 44°. Achecs4+1141aPT.....=Wdrirre•the Gervero-rjr t z-; I •\ 7 1 , Zo - i t?-.•. i e 4: , ill ' irC II 43 . tiLi - .."411\ .4./ il — v., / + cr. ,i . !y Z ,- .itidlig... 4 OO s 410 Veen r1 IDJ' 4111, , ttt/-4) L.74 ..% {J PARTS UST NuWater NR Assembly Diagram I ,+ 1 .1A A DIAL PORT AERATOR M.POLY DFFFUSER SAR(Z H B.318'RUBBER 90'W CLAMPS(Z? N.1'PVC(3 11r SECT ) Il C.308'BARBED AIAPTOR X 1/Y NPT(74 O.1-SLIP CAP (n D 7?SL(PX in-liPTADAPTOR P.1/8'CLEAR PVC H0$E pgrrtONAL 57 O a112"PVC PPE(1 'lht,STAL 11, PROF l"9d'ELBOW(3) R 1'PVC PIPE BY stsrALL£R; rw G.1'X 1'x 1ir TEE S.r PVC P!PE(BY NET yE ` 4, 14 r 90'ELBOW(3, T.118'BARBED ';` +� ,.rX 1•BLIShBtIG u.1rr a,+ +x 1Nr N� m�N 2 7 2022 , a rsJ rARYTEE v.:rt PVC COUPLER t2o NOUNTYENVIPpN f. K 1'PvC CROSS w.r COUPLER(sY INSTALLER) JB MENTAL HEAL ' I r COttP1.ER(8t'MULLER) Revised 2/25/12 JUN 272022 MASON COUNTY ENVIRONMENTAL HEALTH .. AAPPROVE • Jaw SECURED UD WITH GAS TIGHT SEAL THREADED UNION u•DIAMETER ACCESS RISER sERwICE FINISH GRADEN y, ', _ _ VALVE• . r_ FROM SEPTIC i ' I �-: To ORA a� • TANK EMERGENCY STORAGE ANTI SIPHON VALVE•• HIGH WATER ALARM LEVEL --! A - th NORMAL TIMER OFF=� WORKING VOLUMEt FLOAT STE -_ FOR FLOAT ENCLOSED RAW MOt fTlNG tT SHROUD®• C-� ��� _ .CHECK VALVE• - I8"i f SEDIMENTS � 'f.ti .II � • PUMP PUMP CHAMBER fiYinCALI . • 'AS NEEDED Septic Tanks must meet standards required by WAC c d ter sewage 246-2t 72Cnks and FIGURE 2 manufacturer must be on Dept of Healthof g WA nfom Publication#337-022 Page 35 of 65 7 4 0:5 • Clueuw Septic De/sign/3 „is N., NuWater BNR Pretreatment ,,. : _ INSTALLATION & MAINTENANCES'• S100349 ,}� Subsurface Drip Distribution Systems ` PAULA JOY JOHNSON. '�'t, LteEb iGNr cab 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. PPROVE SUN 2 7 z0zz MAN"COUNTY ENVIRONMENT,gI HEALTH >)B W 2F' Z®