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HomeMy WebLinkAboutSWG2023-00013 - SWG Application / Design - 1/23/2023 OFFICIAL USE ONLY DATE RECEIVED,MASON COUNTY �� • ....z5 COMMUNITY SERVICES A^.off,=REE ' ` RECE' e� f: CO M Public Health:Community Health.,Environmental Health!0 `� 1 //�\ C (A 350•t77.9u:4 n�sW or,ibP77S 4.d:.ia;.S00 S 1 G a C\ 1 3 - Vim., l 1 Z O Q a 15 R 6tk SUM•snekort WA 9858. V1V! �./ J`!� ( vw\ J Z di ON-SITE SEWAGE SYSTEM APPLICATION D z D x m n m APPLICANTC)`= t- Sharron Koidahl (360) 253-1946 r z MAIL:I.G ADDRESS-STREET.C'Tv.STATE.ZIP CODE Co g 450 E Penzance Rd Shelton WA 98584 CD m ED r SITEADDRESS-STREET.CITY.ZIPCODE 720 E Ballantrae Dr Shelton WA 98584 NAME OF DESIGNER PHONE () ( N Arrow Septic Designs (360) 898-2255 NAME OF INSTALLER PHONE 0 Manke Excavating LLC (360) 426-0834 ' I N PERMIT TYPE isele.;,oriel DRINKING WATER SOURCE O liE RESIDENTIAL OSS ECOMMUNITY OSS Lt.i COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) 7 PUBLIC WATER SYSTEM I .NEW CONSTRUCTION/UPGRADES ff.REPAIR I REPLACEMENT OTHER DETAILS Iselect atttnat apply) ❑TABLE IX REPAIR —a 101 SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE b O g-WAIVER(S)(IF APPLICABLE) 3 .34 Acre o I 7 O DIRECTIONS TO SITE AND S!TE CONDITIONS.(ex Iockea gate) Head Northeast on Highway 3. Turn left onto E Mason Lake Rd. Turn left on E Ballantrae o Dr. 720 E Ballantrae Dr will be on the left with a yellow sign reading "#720". r- -I C O SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE ---- UPGRADE/FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS r ,. . , , ,I, j . , , 0'7/0 ,5L/ 7-0 1- .1--1 (1 JAN 2 3 2023 tZ: 5)Yll By e RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION.APPROVED/ISSUED BY DATE \12D‘1?_3 115\ i! o —lA2z THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/72015 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON: 360-427-9670,EXT 400 J{� BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269, EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00013 APPLICANT SHARRON KOINDAHL Phone: Address: 450 E PENZANCE RD SHELTON, WA 98584 OWNER SHARRON KOINDAHL Phone: Address: 450 E PENZANCE RD SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER BUCKY MANKE- Manke Excavating LLC Phone: 360-490-0791 Address: 1909 PATTERSON SHELTON, WA 98584 Site Address: 720 E BALLANTRAE DR Primary Parcel Number: 321275000110 Permit Description: New 3bd ATU to subsurface drip with location waiver Permit Submitted Date: 01/23/2023 Permit Issued Date: 02/08/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/31/2026 (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 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/health/environmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. • DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 2 7 — 5 0 — 0 0 1 1 0 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist ''Scaled plot plan,including all applicable items on checklist. 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. alaxinmm paper size: I 1' _V I7- PARCEL IDENTIFICATION O( Designer's Name: Arrow Septic Designs, Inc Permit Number: SWG_ �iQ��-Qd 3 -----------------------------.._.............. Applicant's Name: Sharron Koidahl -- Designer's Phone Number: (360)898-2255 Mailing Address: 450 E Penzance Rd _ _ Designer's Address: 171 E Vuecrest Dr Shelton, WA 98584 Union, WA 98592 City State Zip City State Zip • DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainlicld 0 Recirculating Filter. ype: NuWater BNR-500 500 Gal Pre-Trash Tank (Aerobic Unit Make:Model ❑ Disinfection Unit \-lake:Model Other:_____ Drainfield Type ❑Gravity lif Pressure 0 Trench 0 Bed 91 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Netafim Drip Daily Flow:Operating Capacity 270 gpd Length 28.5 x 4=114 ft Daily Flow: Design Flow 360 gpd Diameter .66 in Septic Tank Capacity NuWater BNR-500 gal Number 4 V Receiving Soil Type(1-6) 4 Separation 1.5 ft Receiving Soil Appl. Rate .6 gpd/ft2 Orifices Required Primary Area 675 112 IZ Total Number of Orifices 456 f Designed Primary Area 684 tt` Diameter .42 gal/hr emitter in Designed Reserve Area 900 ft2 IV Spacing 12 in le"--- Trench/Bed Width - ft Manifold Trench/Bed Length 456 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 3 % Diameter 1 in New Slope. If Altered 3 �% Preferred manifold configuration used? Et Yes 0 No Depth of Excavation Up-slope 6 in Transport Pipe from Original Grade Down-slope 6 in Schedule/Class 40 Designed Vertical Separation 12 in Length 40 ft Gravelless Chambers Required? 0 Yes Ed No 0 Optional Diameter 1 in Pump Required? Elf Yes 0 No Dosing and Pump Chamber / Pump/Siphon Specifications Number of doses/day 12 V Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 30 gal Orifice 10 ft Chamber Capacity 1,000 cal Uppermost Orifice st1 Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 9.6 gpm gTimer RiElapse Meter lir Event Counter Calculated Total Pressure Head 139.1 ft I f Timer: Pump on 9.4 min ,Pump off 1.84 hr Comments k•OC,1°' DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 1 2 7 — 5 0 -- 0 0 1 1. 0 Permit Number: SWG _ -- DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch lt Test hole locations 6t'1 Drainfield orientation and layout Reference depth from original grade: 0 Soil logs 0 Trench/bed dimensions and rif Septic tank Property lines critical distances within layout (� Drainfield cover ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts. banks.and locations Laterals, trench:bed;top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption 0 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: Fii Location and dimension of 0 Observation ports/clean-outs primary system and reserve area 0 Lateral placement with distance to edge of bed Other Information 66 Buildings Audible/visu m referenced Yes No Direction of slope indicator Scale of dr, w•n on scale 0 0 Design staked out 0 Waterlines bar g Recorded Notices attached �'�� C ' ❑ Waiver(s)attached Roads,easements.driveways, •s •A: parking t:. s,, Elf Pump curve attached 0 North arrow and scale drawing s •• ', El G�Evaluation of failure shown on scale bar 034g f�.'t. 51 } 'rh Non-residential justification PAULA J JOHNSON•• i11 Flow 0 Waste strength jc °Y 0 [� EXPIRES1 i DESIGN APPROVAL The undersigned designer must be n • ed by inst Ilex at time of installation 0 Yes 0 No 1— Z3-23 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: z(vl-L3 Environmental Health S cialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved" by Mason County Public Health. ` I �� ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: S( J( ✓ 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: 12/7/2015 r11111_ 1 fil i ' < M:Pi :7432;2 ,- 50- colic S 1 720 Y $c,i3Qy;-fra o Dr , 1 \ i 1 ° to zo 3oo ; . c,` o!e J APPROVED r * � : o _,ee,,-5LA-e FEB 0 2 2023 1 € - -c.u 20 @ 2-4",= MASON COUNTY ENVIRONMENTAL HEAL(f 2 : a _ ce =51._--'1 `" `k V RET I 1 2 X 3 6' I ! Key: K..;J1I i not i ( 0jAudio-Visual Alarm S k 0 p J 0 Cleanout 0 03 500 Gallon Pre-Trash Tank 0 NuWater BNR-500 Pretreatment Tank ,i' ` 1,000 Gallon Pump Chamber 7 I, UQra e i O Subsurface Drip System Headworks 22 M�x�vw�rn N 5 r E r ! - , Porch 1. t i I .--• , 0 A S pro?oS -ed 3BRP.1{) y E f ...4. .4 rr11 • e r C � l%• si,^,o3as •'•, l' — I�� © \V I` '"-•'• PAULA JOY JOHNSON .'.r D i T. - ,0 -� 'L•rC�f�IS orw.SiGN .. .44 r T ; H u 1 0 Kw.. i I , o o o o ;l 1 Nirl 43' � 2B.Ssw x i Sox sa ` ! -_ A.ow,,sLi -c_ ors US 0 r- --i5 L..bs u ce. f a•,.-e t I Dn� �rrt.a.�rcQaL ` R4�Fwrt {moo ? < Qa u3a..t -; 2 #5.c. L1 --15-. ' Subsurface Drip System Calculations & Specifications Sharron Koidahl Parcel#32127-50-00110 720 E Ballantrae Dr Shelton, WA 98584 Number of Bedrooms 3.00 Length of Supply Lines Operating Flow 270.00 From Header(loop system) Design Flow 360.00 lat# 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 684.00 4 supply 26 Lateral Length (looped) 114.00 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 456.00 I.f. Emitters Required 450.00 ea. Emitters Designed 456.00 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) 191.52 gal/hr. Total 230 Flow Rate(gal/hr/60 min) 3.19 gpm Minimum Doses/Day 12.00 A On Time(total per day) 112.78 min/day j 4, On Time (per Dose) 9.40 min/dose 4?...v.)};, Off Time between doses 1.84 hours •.401 14.,-A� h t. y,:' 51C0349 •C�ti�'h PAULAJOY JOHNSON .7y�l, ler Lt �NS� 'MiGlki,g5 - ifAPPROVED tt �; FEB 02 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET "�' I°I I. .i n . 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A m e N O - m tm� c N ;; 0 o 0..5 m°4g 0o ono r L © m n 0 • uAt DC' l6 >. c $ c0 Ucio` ' J CC(a 's y 0 AU 7 u > C A Yl 3 0 p g a C 22 m Il p 0 0 oa` E,Twcf 0 Ta n N 3 _ g v(7 (� pu cmmX Q u d E a m C E C e0 V «O E LL G > ? ,Li LL J K O N N C o 0c E;«,f � h' E W S .3 m 0 0 N m U W y -n $ V m LL Nttn w E .4o - W _ nie ` • W ou ' a= ' N �wmo t oa' m• `c 0 a n 9 I APPROVED -� .OW z m rn p <E 0=' 0. E N FEB 02 2023 :' �oQ = Ow Ema Oa . ' `.. LLCv cgTS me E s b% p w AABON COUNrr ENVIRONMEN IAL HEALTH 'f. � 0 RET A.). a sz,, V 15 � N c edpO °e ' m b Q a m (7 Q _R Q. CDT N G O ^ N ' < O « N O O y « - O - o V 3145, got" C > CD a w g § o o S 9 C � f ac a •� ' a a t n a a V c _ o t 2 m 8 .°. 737. U U E.- (7 m = E & ., v - .E c a c N a c c a m Q. m 0 c g c o LL o u n a 'c 8 L22 .: u W m n . . a •a o C c o w0 .o ^ L m b > n LL o E i O 4 c o c.Q aG0 0 5 2 L. N O C e y Z m O w o Q W O a m L ® LL d m ' N n w 1 A w m e a C Zj O 3 ma C a'`+ o o a d E .6f5.7 .75 w o Q) m w w O a a CO `m o - `� N ro n o o° 0 C' CC O o m E ryry Z$ pp E oE if. g o n Oo p •0 F ToN 3 E 0 n b ap o N - ° o c n T` m y ° Q w o O m m a o n N E U 3 p >. ` 84 r , G'1 E m m ,o E N m ; to 1.0 V z 'o o f W mo U 0 ° fr CpcO ° W . '. mE-w Z W 3 UacaP o co« efmzm ' o _ M E p m et=N C 0 G 0 .. m O S 4 3 I'$o m m 0 z a w et g 9 w a o c zAE .m, `0 i¢`�E✓ o� o•. w '"n nmD•. IL-E nav �rliUOo.E8g 4c o9 Subsurface Drip Looped Distribution Drainfieid with Supply& Return Manifolds a,pL 747--- /.vQ 4 is S "O . _, \ is r ? ( 2S:st x� = 114 _ - ) (9e..t_js2..kic,-0 n i . I - , (---7-..... i ?,.....(76- 5 ►vim- = . r .5C : 3 . to of • 1 CZT.'v'c i^/\ © 5- to / 5 z A r t 1 Lc, 7 ,__ St APPROVED Ut -4e r1. F E B 0 2 2023 15-•2�`` MASON COUNTY ENVIRONMENTAL HEALTH S,00349 . . RET �aZ PAULA JOY JOHNSON y Notes: O irs a Dripper:fines as!eves as possible across the contour grade C ✓'ivert al!surface water away from the drainfleid area a Air/Vacuum Relief Valves are to be installed at highest point in drainfleid Subsurface Drip Systems-Recommended Standards and Guidance Effective Date: July 1,2007 Figure 4. Looped Drip Distribution Field with Supply and Return Manifolds DRAINFIELD SECTION NTS TYPICAL FLUSH PORT OR AIR VENT-\ (SEE DETAIL SWEET 17) TLUSH HUHOER OF SUPPLY WEA7ER Wua[FCL.L RETURN REEDER LAIES TO (SEE DETAIL S>(T. 37,, TOP SL PE VARIES PER ZOIE F1USH RETURN SUP` IN !HUH! MANIFOLDS IA APPROVED VALUE supPl* % j I HEACEanwriFOLD I _ _ - - - (SEE DETAS. SHEET 37> I . _- ANY- • 1/r PVC SIC soI I- • r go _ _ - meant 3_IIES - _ ' _ AR4 _ _ _ _ �_ _ ; - - • . - - - - - ••-- - . . • Z LOS CONNECTION • - - - - - !Az'NETAF1U 'Sofro"OR3PPER \ II f ` ,. L1NES rTH o. 1 SURE \ t- LENGTH vARtES PER PLAN-----{/ (SEE SETAE_ THIS SET) COMPElIATIEn (TYPICAL EAC3(ZOI TRENCH EXCAVATIEM LOOPED DISTRIBUTION FIELD SALE, NTS WtOrES: T) INSTALL DRIPPER LINES (AS CLOSE AS POSSIBLE) LEVEL WITH GRADE CONTOURS. 2) INSTALL BERMS OR SWELLS TO DIVERT STOR31 WATER RUN-Or'. dUrtiwn .�-��...• --ems APPROVED FEB 0 2 2023 DOH Publication#337-015 MASON COUNTY ENVIRONMENTAL HEALTH Page 37 o€52 ou ` off RET 4. ,, ., c, i , 4 4,,,,,,...... ,..) ,—Q— , If' . <-----„: ,..„,-- .., ,..,...filtor , Flow agea 117GPM 1°F:St:.r Maxims 14D t s Rain roai- 2LBoq.m0. flaw 5•216QM ga SSmm. y� �mat laps . . E ____ II WIC �0euea d31OFil• Vials 9 likaiagvalaam 26187M f Lame acod Vain 25 VC ktx 1 6` 16104 r . am, 31.4"male Dbea.eebeuwmael eagamaimet Mambas 2S+K$-70oc 61 I 1 2�elaodadbsoes 1'mde i I�6def Nm 25A463OC3L Maid l4.hm 29100.DOC • i Netafim Tech Filter Charts. , I 3 meters of �' •!� �.--_.>• a- Bslf =,;/'%••+-!'i •%%•i•--2'`� { Mar Fabric: • , J� yt�re -.1 f-0-30 �''. 6' •-•'fJ /jr ✓�•-�- I �;�• !"Pressure:. .•.• . ./�• • i Past Riser) '•-/--''/:.��-• .- --_..N-e %•^'e /%,:r /,/To Tarim♦�' r®.. ♦ �. Flom Field • , •-•-•;.....:11▪ .'----.•-:-.0.14t-''.... ',-. 341°.. .--:`,:sn'l''•>.•:--:•".--. .--,.';'". --- ,:i -. •-'<:'-'s.-- :. 1 . . --..----„...-1:i-.70%.:4_,-)-.;: • • ' cK -- :7Gauge, ."-:•-•:•.--;-• ...-:::. -::: ..Unicm.."---------.11:-':•--.-;:-...,---• * - 5 .--•-. • _J, /� ____%� j'j //1 j%"�--r%�-• • • RT• j • 'ii -' : !/ .% f miser/ • • .- r i 1 HD Fowler Continuous Flush Headworks II : I The main components of the headworks are: < .. • I"Tech Filter APPROVED • Three Ins gauges FEB 0 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET 3 • Subsurface Drip Systems-Recommended Standards and Guidance . Effective Date: July 1,,A)07 Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump FMK GRADE = I ri Er I VALVE SOX / Ci;) WIFE aIRnrAcznnt RELIEF AiR V7+G111�f R@ tg VALVE r�wDTEE CONNECTS)LOWER lir PVC COUPt .....,_...........ig o(TXT) T14AN wove3 \. LA787AL4- 1 ----...r' 1,7 SQL Mt NIPPLE . - ,�,*. a '�N, ..1 �: 1 I I. •ti SUPPORTS — ��l��. m. �:rd. !se . . PEA cstAva SUMP .____,- i T PVC PPP1Q ADD Fir i 9VG - SAITIOUa.. Od`^OL (2Q-)\'‘'‘iN'N-- V-0..1,-v. .._ (.:N . s_— .A../ .; — CZ) APPROVED FEB 0 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET DOH Publication#337-015 Page 39 of 52 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 T > 1111 intermittent sand fluter or mound system • Rainwater harvesting systems • 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 APPROVED • Simply attach system piping to headworks • Can be used with demand or timed dosing • Nc electrical components to wire FEB 0 2 2023 • Compact size fits in 24"riser • Centralized manual controls make flow setting easy MASON COUNTY ENVIRONMENTAL HEALTH • Manual flow control of flushing velocity allows for infinite setting control RET • 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 clearing • 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 ""Long'without replumbing • Water Meter. • Designed for reclaimed water for long life • Easy to read dial Specifications: • Filter. • Mesh: 120 mesh (130 micron) • Filter Body and Cover. Reinforced Polyamide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitriie&EPDM • Clamps, Spring and Bolts: Stainless Steel • Temperature Range:-40°-160°F (-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter. • %"x 3/"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" Sch4C 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 �i n DFoa!es%x�'*r n- 6-- APPROVED Corporate Headquarters FEB 0 2 2023 13440 S.E.30th Street Bellevue,WA 98005 MASON COUNTY ENVIRONMENTAL HEALTH R E T Phone: (425)746-8400 Fax(425)641-8885 www.hdfowier.corn __�- - rV.• II IWWW I'"'a"-' J .w.. ..v.r.... 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: j1 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" APPROVED • UV resistant • Tubing material: Linear low-density polyethylene FEB 0 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH RET EXPLODED VIEW OF BIOLINE DRIPPER Bottom View Top View Large inlet filtration area bottom of dripper) Dripper Outlet stop of dripper; 111 Physical barrier separates where water leaves the dripper from Chemical-resistant where it leaves the tubing. molded silicon —C diaphragm Dripper's Top View Top of dripper(turned overt TurboNet wide flow path 410000 a `� �� ^ttp .^'.usa.corn/wastewater/prod::cts/bidine-dripper!ire-tecr i6 • DRIPPER FLOW RATE VS. PRESSURE i.Q 0.9 pillemurPr-Nwom •O GPH 0.7 cm 05 — Dh uPH au adc 0 ! 4 • 0.4 r-4 GPH 0.3 . o.1 • 0 10 20 30 a0 50 58 PRESSURE(psi) Between B and 7 psi,the dripper functions as a turbulent flow emitter,ensuring that the nominal design flow is not exceeded at system start-up. APPROVED FEB 0 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH Bioline Dripper Operation RET 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. ri"OfclCfi 2/6 httpl/www. musa.com/wastewater/products/biolire-dripperlinttech Multi-Stage Effluent Turbine Submersible Pumps 1 I W PUMP PERFORMANCE CURVE , LL PUMP PERFORMANCE CURVE ?JM?PERFORMANCE CURVE z� 10 GPM _ 27GPM 19 GPM 1 114"NPTDISCHARGE 11!d'NPTDISCHARGE 1WNPTDISCHARGE se- 220 112 HP-10STAGE 120- "- f I I 260 300 I Y4 nP'12 S1Agf I .112- 3C 80- _ 280 ,a- I ' 240- 3,4 HP 96- 333 - 7 STAGE 4-4 26D , i 66- 260 I I &5- 240 nj 60- in .8 STAGE j 58- 1 HP-T ST AGE 2 _ 210 1 2 d8 :60 no 6E- UI - 68 405 02 01 8 Is tG 12 a •6 t8 5 1 20 z 30GALLCNS N 80 L'TERS 0 3 6 2.4 40 46 So di UTER8 1 I 1 I I FLOW PER MINUTE 0 20 a60 90 100 60 0154".6 FLOW PER MINUTE 015414 16 40 6 20 I Part Numoer H P Voltage Phase Amps Slates Heg'1t a 503v-0205 12 115 1 12 0 6 -3,8' GALLONS A0NS lb i s ib 25 35 40 t - 5030-IX.106 1,2 230 1 6 0 6 22.35' LITERS ' 10 ie so 30 1.o0 120 14o 503.0007 1(2 115 I2.0 8 25.114' FLOW FIR MINUTE 4::) 015045 t' 50330008 1,2 230 6.0 8 25 i 14' 5033.0009 314 233 8.0 12 29154 6' co cc W w PUMP PERFORMANCE CURVE ?art Nmbir H P Wage Phase Amps States Heght f 35 GPM E 5031.0205 12 '15 120 5 21-15116' ) ® �Q_ L } L t- 2'NPT DISCHARGE O. 56- 180- I 0 SO31.OG6 1.2 23C 1 60 5 21.15116` 1-12HP-5STAGE I (3) 5C31-0OC7 3/4 230 1 80 7 25-1;16' 48- 160-."-- 5031-0006 1 23C 98 9 2aL13• 1d0-1HP-4STAGE Part Number HP Voltage Phase Amps Stages :ieight d0- 120 5032-0025 1,2 115 1 120 4 213/16• u 7.i b� fi_> i 0213115 :1 : :: ::T:0 , ot E tV ' 9-003E -12 230 13.1 10 373r16- 60 I NOTE: 55&85 16_ Par,1U71be7 P Voltage Phase Nips Sages -i_i � ° GPM also available a0 2 5033-0X5 ':2 115 120 2 137S8' for engineered sys- 8- Ci SCw.000c 12 2.30 60 2 1a7s' terns. See FM2091 20 50330007 314 80 3 20-1;4' and consult Zoeller o Technical Service 10 20 30 40 50 60 I ch 033.0008 1 a S8 21-9rs GALLONS 5033-0009 1.12 2X 1 131 5 '. -7 Er Department. ur_as 1 0 40 60 120 160 200 FLOW PER MINUTE 015044 ALL ZOELLER ONSITE PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH PLUMBING AND HEALTH DEPARTMENT CODES. Distributed By: APPROVED FEB 0 2 2023 Z /ii/eLZZ ! MASON COUNTY ENVIRONMENTAL HEALTH PU/U!P L-0 RET 1-800-928-PUMP www.zoeller.com ©Copyright 2007 Zoeller Co.All rights reserved. 4 OrencQTechnical Data Sheet Y S - EMS, Universal Flow Inducer gs )-k-- Applications General Orenco's Universal Flow Inducer houses any Orenco high-head efflu- To specify this product, require the following: ent pump in applications where filtration is not necessary.The base • Class 125 4-in.(nominal) PVC pipe body rests on the bottom of the tank,and the mounting flange is epoxied • Injection molded ABS mounting flange to a PVC riser.The flow inducer can be lengthened or shortened to fit any tank.The tee,which holds the mounting flange and float assembly • Injection-molded holster for float tree bracket,slides to any position along the flow inducer.A float assembly • Ability to accommodate flows as great as 65 gpm(4.1 Usec) (ordered separately)snaps into the bracket.Applications include: • Pump tanks Standard Model • Disinfection systems UFI • Effluent reuse systems • Cisterns Materials of Construction i,;... Flow inducer Class 125 PVC - Mounting flange Injection-molded ABS - :_ Base Fiberglass-reinforced polyester Specifications Sliding tee Dimensions Mounting flange L Float assembly Flow inducer diameter 4"nominal (fits 3-in.pipe) a-f. bracket Height 72"(1828 mm) .^�.•.` (can be lengthened or shortened) Shipping weight 13 lb(5.9 kg) 1 j Float assembly(ordered separately} �.. ._._ ' pii Mounting °" bracket epoxied = 1 Discharge assembly to PVC riser t, - APPROVED 4-in.flow inducer FEB 02 2023 .� 1,,.,...!..:? MASON COUNTY ENVIRONMENTAL HEALTH is Float assembly _ RET r 1 3/8-in.(35-mm) High-head N inlet holes pump Fiberglass base '- •,Typical instaiiatio,n in concrete pump tank.Use saws to secure .mounting bracket!o riser wide epoxy cures. Orenco Systems®Ina,814 Airway Ave.,Sutherlin,OR 97479 USA •541-459-4449•www.orenco.com NTD-UFl-1 800 348 9843 Rev.2.0,®03/17 1 4 (.56- t 9 Page 1 of 1 F • I • ySVJ Sad Nm3JY++ SIN :3w1l3S' 6991-189 (098) :Oa9991-189 MO13NOHd a •N723•Q 40988 vM'GNf1O69 31.LLYS L60£XOS'O•d Lii sell 009 :Ag a , a , s,� � � d i.tfE«9 ;fl • f JN'13Nd3 �: izsp 5 c .sil. gsg d �a f Iii ag 1,4>.r3 tGv.s S� •�J — • ..g;�y c1- j V � it A : ' I 1 'mt.,. b* vi t 1 .• ,\ , ri 1:!:: i ' HI WR.; 2ii I T i i$ II i ;g xtiSg A 1 t 3 -§oa7)' S lil J_ • �" nwr SA \ \ : :^N T i. it APPROVED • a i v. ga �Y a FEB 0 2 2023 Gk r- . CP ."2 ...._. .. MASON COUNTY ENVIRONMENTAL HEALTH LY, RET g 8 #x 8< GO44pipp �i Y s{ b .-41 Q��t1 q. 5 8. u�` 3 i. t'S I m o N ``off la- ?�S� '` ��- <v ' "a �5z �. . Atitiligl 1 • `C _ :11 �. tinig �i 'a2,-2S a 3 `. c.v. + i ''zz.a'S7i_a� M i+ ilgl S t 3? ' '<04N.5. K: fFCY • u.t lew.A �= . l rep, .t irY4. Znre a+< az +Syi 05o ),' F-2" ?. DIAL PORT AERATOR WATISTnCNT -\ '...Z VENT CIFI) RsEERS TP ! c , IP--s___e---- Z i i, , 36-WAX .. i I'PvC(rYP) •\ i t ! irraffigi , •k I , . ....„. • Eq •,,,iz:,.-- __ NM 1 _— 2'COUPLING . _ c &REIMER,-.- 6. eil(mel r _., L I • _ ..._ , •••••-••• - ----'...1___: 1 i.... ...... ....." ....1, r TM ."7.7 MIMI ; t 1-Pvc SLLOGE - Ns". i_. ..11, 12' RETURN LINEN .--J--jc. am . . • ii Sla TRASK CaiAMBER DIGESTER oNANBER CLARIRER • OPERATING CAPACITY':417 GALLONS 0P9RATING cAPActrr:421 GALLONS CHNISER . . , ROOD CAPACtrf:460 GALIONS rz.o00 C.APAOTY:ses GAu.ONS 1 Jet ce) leafft 401 er sr / sr sr i . sr 35 9 I 0 • • • 1 0 0 0 • • • APPROVED . .• • - • ••.• ! A . • •• • ,........, FEB 02 2023 • • • - . . .• • , ir 'o 1 MASON cOUNTY ENVIRONMENTAL HFAI T ,i, ___ci —DIFFUSER EARS CZ) PARALE.TO TANK'NAZI. .1/ ‘r . 1 ,lf •L r ET SUJOGE RFruRN _1 41... .._,,,_ 1.5"TAPER Sa..03! I'.1.4 t STONE-FREE NATiVE SOL OR COMPACTED SAND OVER STONY SOL INSTALLATION INSTRUCTIONS 1)Excavale trik hole with verkai wits t:1 foot iazger tsar Ursk on al Wes. I 2)Miriam of hde is stony,install.7 et compete=ex!&level •IL` T-2' cut with screed. ___,,, 3)Install lank;ft cents-of hoie.keePillg 1 ft vcid sPace cr I ad sides. w 4)A w r, sp w 24*RISERS ri°F) MeV/ 1 s=nit is Sing e: ate MI in void ace ar:corrica; _ ,. i i 7CP CF granuiar(sandy)etal free af large charge cf day. I I 5)ingbil rest of e)alern,&etc risers lo Gdstaters sv-re witerprcd adhesive. , — .r.s. _IP j r a)Perform eastereiheoss teto in Seid as required by!adz:4 jsxisdiceicn. -•-___—) !i• 2;1n r RSER I: 1 7)LiAcn approval lo backflli,Carefully backfig with n I atra I• i sods OW top of tank. TRA-s‘l .(1,4mitaR if 1 2fragEEE i IgMEIEM ' 8)Final grade the surroca sc avoid charlatan surrace —.)! j L__J _i water toward tank. 1 ---N. r=28 t .:i..• porpatuie ..1-.,.. AEROBIC TREATMENT TANK DETAIL FOR e-i lil'- NuWATER BNR-500 TREATMENT.LINIT flitigir . 4 ;4-;1 ENVIRO—FLO, INC. 3/0///2 .. . VW Wastewater Treatment Technologies .. --:."'".....2,...s of".:::)•• P.O.BOX 321161,Plywood,MS 39232 .79.cAlz (8772 8364476 (60/)845-4776 fax I w= 1.4 ft. } (42 c5f 19 .. ... _... ....... , .. . i ;., 4,16e,, iisluvtAfatirs 4. t �i -- N.� ft � ♦ I1 i'T 1 `\.. t � �. . • NNIL.:-4" (31 -.(z;dr.. - ,,„ : ss..,, ,-,;,fr. a .4 , ,, vi - f 4� tir , 14 ter E7 bl i c P/-al --w., . . . 4111 Ni'a 4` ") ..‹-Itt 14) toW, CY INrob.—. 4 ri A p ID R 0 D - %fel tItlf I '1' • FEB 0 2 20 3 � MASON COUNTY ENV1RONM :" ,, Li HEALTH f:4 Will 'i.,/ C./- RET t i t PARTS LIST NuWater NR Assembly Diagram I A DUAL PORT AERATOR M.POLY DIFFUSER BAR(2 B.3+6'RUBBER 90'Y5s CLAMPS Q} f N.1-PVC(3 tZ SECTION) C.3t8"BARBED ADAPTOR X 1?Mr(Z; O.1-SLR CAP rr D 1?SUP X 112'NWT ADAPTOR P. 1 B'GLFAR FVG Nos_(oPTfofwL Si o £ r a r tttt r X 1?NPT BUSMNG i3) 0.1?PVC PIPS(SY tNSTALLSR it F 1rr 90'ELBOTY(3) R.7'PVC YIf-t BY 8i57AL.I. i G.1'X 1"X 7i2 Ta S.2'PVC PIPE(E AESTALLF ♦� H "90'ELBOW(3) T,1B'SARSED ADAPTOR TO 114'NM'(2) i I.r X r BUSKING U.12 STRE£T X 1J4"NP;mg:1424G{2' 44 J r SAMTARY T£E V.1 fr PVC COUPl_R CZ K 1'PVC CROSS w.r CO JP ER(sY i iSTALLE rc L.r COUPLER Of WALLS) Revised 2/25/12 1ic5., 1 _____ - - APPROVED FEB 0 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH • RET SECURED LID WITH GAS TIGHT SEAL THREADED UNION u DIAMETER - AacEss RISER SE�IICE Finn GRADE VALVE• FROM SEPTICTANK Ti ' ' =Zig To 0RAaNF,EL0 T ElliERGENCY STORAGE I ANTI sfPliOM NIGH WATER ALARM LEVEL ____ VALVE• NORMAL TIMER OFF LEVEL• WORKING VOLUME T ���► v FLOAT STEN _ 0-•- FOR FLOAT MO MOUNTING SEDIMENTSHROUDENCLOSED • — I .CHECK VALVE- . _ - - I8"t..._>== SEDIMENTS i [`.MI 11 •. SUBMERSIBLE ----- — CENTRIFUGAL PUMP PUMP CHAMBER [TYPK`-nu 'AS NEEDED Septic Tanks must meet standards required by WAC chapter 24 272C and FIGURE 2 manufacturer must be on Dept of Health list of registered sewage tanks. WA rX H Publication#337-022 Page 35 of 65 • 7 • `t Glivuuu Septic lDe igns 'y� � w NuWater BNR Pretreatment yf 5100349 INSTALLATION & MAINTENANCE mac`` PAULA JOY JOHNSON Subsurface Drip Distribution Systems C t rOWitk- EXPIRES 3��,�i 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. APPROVED FEB 0 2 2023 MASON COUNTY ENVIRONMENTAL HEALTH 1 RET