Loading...
HomeMy WebLinkAboutSWG2023-00417 - SWG Application / Design - 9/27/2023 MASON COUNTY 415N6THSTREET, SHELTON, V 584 SHELTON: 967 .EXT 400 BELFAIR:360-275-4467,EXT 400 • Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2023-00417 APPLICANT EMPIRE HOME CONSTRUCTION LLC Phone: 360-751-8062 Address: PO BOX 241 KELSO, WA 98628 OWNER FRICKER DAVID STEVEN Phone: Address: 301 E WALLACE KNEELAND BLVD#224-102 SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: UNKNOWN Primary Parcel Number: 320215804008 Permit Description: New 3bd ATU to subsurface drip Permit Submitted Date: 09/27/2023 Permit Issued Date: 10/04/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $575.00 (additional fees may be required upon installation of system). Permit Expiration Date: 10/03/2026 (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 backlit/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/environmentallonsite/oss-inspection-request.php or call: 360-427-9670, extension 400. _- --OFFICIAL U5F ONiY— MASON COUNTY q ' t7 — C co .H COMMUNITY SERVICES �^`cts - "" CO CA o m Public Health C en yN E Ir nmental Health, y O SLUG 7 -�0Z -octll `6 1 ON-SITE SEWAGE SYSTEM APPLICATION ' z m n m PPPICPPI FPO n c m r Empire Home Construction, LLC (360) 751-8062 o z a c MA LING ADDRESS-STREE.CI TY STVE.ZIP CODE H 3 Kelso, " m P.O. Box 241 WA 98626 co Sep STE ADDRESS-SPREE:CPY Z:P CODE co 220 E Hillcrest Dr Shelton, WA 98584 s I " NAME OF DESIGNER I-'`:` it m I N Arrow Septic Designs, Inc - (360) 898-2255 >•ID E p ',AMP ODTNSTALGR Mason County Excavating 1 (360) 490-3144 m I N PERIT'YPE rzem one, ,'TE SOUR — It � C RESIDENTIAL OSS LLOMMUNITY OSS fCGMMERCIAL OSS J6-PRNATE INDIVIDUAL HELL 5 PRIVATE TWO-PARTY..ELL z .'ROPE/,Seat!Pre; 7 PLS. C WATERS S EM ff NEW.CONSTRUCTION IUPGRADES n"REPAIR REPLACEMENT OTHERDC S .v+du.:A dna,aperyl ❑-ABLE IX DOPEIR Irs SLAM'TARS 0 SURFACING SEWAGE0 EXISTING FAILURE ❑SHORELINE CO 1 DESIGN FORM(REQUIRED) �SEP-!C DESIGN(REEQUIRED) BE S 3 BR 7 5WAIVER(5)(IFAPPL 19 acres nICAELE) _ A IQ DIRECTIONS TO SITE PVC SITE CONDIT ONS.!ex PheEga el Go out Hwy 3 and turn (R) onto E Agate Rd. Turn (R) onto E Crestview Dr. Turn (L) onto E a a Crestview Dr. Destination on (R). o 0 0 4 O 03 SITE MOST BE RAGGED FRGM MAIN ROAD AND TEST MOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OF CIF L FFE A.)FP i BH "Li51INF— — UPGRADEI FAILURE SOURCE Im-repnning amass! 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT [HOME SALE ❑COMPLAINT ❑OTHER -. INSPECTOR SOIL LOGB O.'MCNT o IONS �� 2 0 2Kh�` ems^" Sep 1 a 4— t B2op3 ED 1 . 0-'IA (ISLdi( n,dr- 2( + mk-k (-tyre-s SOLCODE£ �CDL PE FR..er... VERY O GRAVEL_Y S=SAND L=_DAM 51=SLT C-CA" E-E%TRENE q _0J-e INSPECTORSIG"uiuP.E DATE - I� } P.'.FA.FE ' GATI 4 '-0� .; " ATE .F^ THIS FORM MAT SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE ,T, DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 8 — 0 4 0 0 8 A design will be reviewed when 3 copies of each of the following are submitted: "Completed design form that has been signed and dated s Scaled layout sketch,including all applicable items on checklist e Scaled plot plan.including all applicable items on checklist. v Cross-section sketch.including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site. 19axirnum paper size: II"V I"" " PARCEL IDENTIFICATION Permit Number SWG €1,07i 2J ooLi 1'1 Designer's Name. Arrow Septic Designs, Inc Empire Home Construction Designer's Phone Number: (360)898-2255 Applicant's Name: _ PO Box 241 Designer's Address: 171 E Vuecrest Dr Mailing Address: Kelso WA 98626 Union, WA 98592 City State Zip City State Zip DESIGNPARAMETERS . Treatment Device ❑Glendon Wollner 0 Sand Filler 0 Mound ❑Sand limed grainfield 0 Recirculating Filter-Igoe se'Aerobic Unit Make/Model Nu Water BNR-500 0 Disinfection Unit Make Model Other: — Drainfield Type ❑Gravity giPressure 0 Trench 0 Bed 4 Sub Surface Drip Septic TankfDrainfield Specifications Laterals Number of Bedrooms 3 Schedule Class Netafim Drip Daily Flow: Operating Capacity 270 gpd Length 28.5 x 4=114 11 `--- Daily Flow:Design Flow 360 upd Diameter 66 in Septic Tank Capacity NuWatet BNR-500 gal Number 4 4 Separation ✓ Receiving Soil Type Ilfi) 1.5 ft Receiving Soil Appl.Rate -6 gpd ft: Orifices / Required Primary Area 675 ft` ✓ Total Number of Orifices 456 V Designed Primary Area 684 fY Diameter 42 gal/hr emitter in Designed Reserve Area 900 ft' Spacing 12 in Trench.Bed Width - ft Manifold TrenchBed Length 456 ft Schedule;Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 2 io Diameter 1 In New Slope.If Altered 2 % Preferred manifold configuration used'? 4)es 0 No Depth of Excavation Utts.ope 6 in Transport Pipe from Original Grade c,,,n-slope 6 in Schedule Class 40 Designed Vertical Separation 12+ in Length 90 ft Grauelless Chambers Required? �J 0 Yes SI 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 a fi Chamber Capacity 1,000 gal Uppermost Orifice g Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity. ^g Total Pressure Head 9.6 gpm 2Timer Ix�Elapse Meter CdE ent Counter 1397 ft If Timer: Pump on 94 Mn ,pump off 1.84 hr Calculated Total Pressure Head ��\� Comments :'i p DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 2 1 — 5 8 -- 0 4 0 0 8 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Fe Test hole locations g Drainfield orientation and layout Reference depth from original grade: lb Soil logs g Trench/bed dimensions and g Septic tank critical distances within layout 2 Drainfield cover g Property lines ❑ Existing and proposed wells D-Boc'Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts. banks.and locations Gd Laterals,trenchtbed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 2 Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 2 Orifice placement Other cross-section detail: g Location and dimension of t� Lateral placement with distance 0 Observation ports/clean-outs primar) system and resettle area to edgeofbed Other Information • Buildings g Audiblelvise m referenced Yes No • Direction of slope indicator g Scale of d 'Sr n on scale g 0 Design staked out [b Waterlines bar �Ke �, 0 ad Recorded Notices attached g Roads, easements.driveways, 1•+a" lO), 0 g Waiver(s) attached �? parking : ,•' : 914 G7� 0 Pump curve attached 5• �P Korth arrow and scale drawing al-9 :<} 0 611 Evaluation of failure shown on scale bar Non-residential justification pAULA JOY JONNSON ` IICFWSt 1 5IGNEp t 0 l6 Waste strength �,c'<� - 14�� EfRRE9 t I Z 0 g Plwv DESIGN APPROVAL The undersigned designer must be no ifed by installer at time of installation g Yes 0 No — 7- Zv23 Signature of Designer Date The undersigned has reviewed this design on behalf of Mason Count Public Health and determined it to be in compliance with state and local on-site regulations: v lClwt 10 [Lt(27) Environmentalal I lealth Spilcialist 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: ✓ 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 4RHi'.F __ „r..... • r .- � :. Store ores, s An0 Oti .—. wqSE 2ON, R5,V V. V , 36; MASC.1 CO. WASH. 6CPIP1 . ., <. .. " COMMENCING 555 _ 8 To 3. � • -I. . e—51 oeoc o " . I� � . or a s � I. �_ 4'111— 5 .. w k� d p 18 NErzEPF Q.P.T 1.'.-Ov'P' Q IXE56Y CEaiF 9 N �W�4c1'(t 39 _d e. J YOP ,P C :dflR8N1&.Y Y�^F lye 1e ov� �� w ��*o' � VRE EP 'FY . V.asn Y - h ..« - - "5 . 0 t .. l 6 � � -r • , ',;J } I I vl mn . 3 _. APPROVED aFFp N q :. ElitOCT 04 2023 �,_' MASON CcU ITi E 3,1nOp'Me'ATAL NEALSH ft: —— c AFT taG.2-0 5' 8;' liE. t. v5 sul� 3� 5' l M"MAF hC,Tu269 • �, G 8 T ppO D 12,5' \ L�= '�ESrt HOLE SGAtE; "=a. o c 1O 3o 10 Li- Le Sar.m GC.MT _:_,, wicaczLsfS102 -58'ogons ..� - ' -_, de;r? 2�0 e �t\u.G&ec Pi?. Ler Oi Audio-Visual Alarm OCT 0 4 APPROVED � 4 s. .A J� O2 Cleanout 4, MASONCCJSP' EtiVISCti4EATALHEALTH �.'�.�� 0 500 Gallo.Pre-Trash tank RET v ,' 5, sv ONuWater BIQR-500 ATV Tank � •;� s�eoi�s �,�,� PAULA JOY JOHNSON O 1,000 Gallon Pimp Chernber •.•.,,. � I t oitwaesbrisii '- . O �{.o�‘,-+ctts 342C Subsurface Drip System Calculations&Specifications Empire Home Construction Parcel#32021-58-0400B 220 E Hillcrest 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. 2 4.00 1 supply Soil Type 2 supply 10 0.60 Soil Ap. Rate t8 Required Square Footage 675.00 3 supply 26 Designed Square Footage 684.00 4 supply 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 Lf. 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 90 Emitter Flow Rate 0.42 gal/hr each emitter Return 90 Design Flow Rate(#emitters x.42) 191.52 gal/hr. Total 330 Flow Rate (gal/hr/60 min) 3.19 gpm Minimum Doses/Day 12.00 On Time(total per day) 112.78 min/day Ake On Time(per Dose) 9.40 min/dose Off Time between doses 1.84 hours .c. . , ay, m1 q .` slOm,c PAULA JOY JOHNSON.y PXIRFS S3TI SI&T b APPROVED OCT 04 2023 MASON CSU'.TY Pi4ISCNYE\TAL HE&LTH RET i :E zsv 3 !Satz a'2• 7: :flan 0 finFay 0.' 12 R a � - . =ae6 - ti - -,£LLo-ss Mal °;A ` va P= 9 mw a% SB "„ �€- a _ A� 2eayE `ow 'N $_-2'2aEeC• O = .456 a m3 ° ¢ _ _ c6`. €m " Eacg 5 0 Ea zA as 1 . e - 8 _ 5 O o E° E SSzi ' C m sa E • ' 5sea _ ' ▪ ee >' g'f - v a - - a° _ - �, • nAlil gSg Ej g m $ F ` i yfr°4 V rc F oi n5 . li MO Qa CCf2 f'Ni-- 'N it a88_0 APPROVED �t : :R e - ,E. MASCV CCU'ITY E',ERONYENTAL HEALTH . °>X CD as RET ;yd. - c _ - C sia a _ E. 1 ^eac 0 8 $ E S2 .3 s . z z - s - e --1 $ ®o w I _ ` 8 fPE 27, s m $ c 8 ` ro EE $ '2 e e EW=r1 • Eir! d " E .n a Z 2•1" g5'25. F▪an.; -M 5 6.6--z© Subsurface Drip Looped Distribution Drainfield with Supply& Return Manifolds �'b- � it.." -ems' 5 CIC �� Z V a a.._ See bat.40 ) IA -.IvQC “r+wA, ftc-sec .V A+ -2re--Ys• - I^RS r r4,,.4- J A 1 b' `"`t-vs \\ 4 l ZSi& ,L @ 18 O .C, \12c5 ,1 ) c= Czek S L ) Zit ., Laa f''k i t` 28,5' x4{ c 11`4- (@-K6•fr., -s t ) (Set ca' I 1 ,v V ?ss, ., • :ett k( ' 2$,5 SCciztt ' /or Lem,1' art'.A"acib.", 0 5 to /5 zo D maiS ego.- B J 1. (bit4: 1\ H _ .A •u A APPROVED Al ' . may. 5100349 OCT 04 2n23 4� PAULA JOY JOHNSON'y p LI�CE�NS_ DWO,NEH.. MASON COUNT''E619S3 YEh AL HEALTH �` "' " n RET Notes: • Install Dripper lines as level as possible across the contour grade • Divert all surface water away from the drainfield area • Air/Vacuum Relief Valves are to be installed at highest point!n drainfieid b42 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 rwsu PIFr (SEE DEM. WEEP it, (Luz., powers or wow( m ar..arn v'1 GAM TOF DE SLOPL `AIMS xiae"u M 'Willi VALVEBOXES aim gfr.:732:5°-'<11_ . i L ti . • .. • . • . • . •• . • ' • • .• •. . • -� • ' — ._� in-au t MI ire mini GC( Kra. DM Gran MIN OMA[541PF \ 1—=2.'LP (Aria PEAPLANPLANWO \\ izL MAIM UCK .r. cc"ATt APPROVED (1flPF➢ EISTRIBUTIFIN FIELD GALE•ens 1 2023 MASON CCUOCT`i CAI,4CNYE\TAL HE„, E LIE sons: I) INSTALL DRIFTER LINES (AS CLOSE AS POSSIBLE) LEVEL WITH GRACE conrWRS. RE T 2) INSTALL BERMS OR SWELLS Pt DIVERT STORY WATER RUN-0rr //�� Ak DOI-I Publication#337-0I5 Page 37 of 52 b1' Fiilw fiews� 1-17@H Moine 9 ii�� Ml5.8q.a 10 5264 lack ;1 aliabeakenes awn 35.8.•F I6 APPROVED • 6vmai see ,thisittrit: awe= 64Y MasolccuOvrCT=v0w4a C210y2E3N TALHEALTH = e, ,m� -Ne6 35MS , �6ina 25 REi Netatm Tech Filter Charts. • a WienoP rMar FebfiCy/`/ i•Bali (Stand6• /%� /i�1r /Yi e/� + -Pressure "\` Past Riser) r-Th Gauget • `�I,To 7§Nc�1..{ am ♦ \\\ From Feld . .! rr --'/ 3/4"Master teeter for • 'Reclaimed Water • / � �s . To Rae"ice^L"�s•t,� f r f ✓ / / i art o-lOB 051- r 'abed Riser • im Fowler Continuous Flush Headworks II The main components of the headworks are: • 1"Tech Filter • Three Pressure gauges 3 r6 tip Subsurface Drip Systems-Recommended Standards and Guidance Effxdve Dare: July I,2007 I Figure 7. Air/Vacuum Relief Valve in Valve Box with Gravel Sump arouo — —.—� I !'', NEW Qt �I rune •OHLnIIMi@13 awaaaiau®s -- /T oMr FED P MEIR ¢moons n Ii nvatawae ia'SOL0MIRE 7 NIGwS -- I 'I I __L__, ?KEEN o� 7 1-Api•a A -1 ""am - •s vyre a:F.. • ' I 1 -�. �•4 �e 1, PEAanMamas ——"---' / PC PIPPILVOpma.a - APPROVED OCT2 MASON'COU'Sy'E'�04Yii7�'�P23,i4� HEALTH DOH Publication#337-015 Page 39 of 52 q ee.0 • LCCi 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 fit • In a treatrnent system such as an eye intermittent sand filter or mound system • Rainwater harvesting systems 1.46 • 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 PUXEAOWORKS4 Comes operation Standard in a 24"Riser Features & Benefits: • Continuous forward flushing of drippenine 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 APPROVED • Can be used with demand or timed dosing • No electrical components to wire OCT 0 4 2023 • Compact size fits in 24"riser • Centralized manual controls make low setting easy NASC'ri CJP�TY i;r;;rQ,54GY.d,L HEALTH • Manual flaw 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 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 rep:umbing • Water Meter • Designed for reclaimed water for long life • Easy to read dial lbt2o Specifications: • Filter • Mesh: 120 mesh (130 micron) • Filter Body and Cover. Reinforced Polyarnide • Disc Rings: Polypropylene • 0-Rings and Seals: Nitdle&EPDM • Clamps,Spring and Bolts: Stainless Steel • Temperature Range:-40°-160°F(-40°-70°C) • Maximum Pressure: 140 psi (9.65 bar) • Meter. • w"x'/.'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" Sch40 PVC Application Recommendations: • Wherever automatic flushing of a drip network is desired • My domestic or commercial application Ordering Information: Model Number Description Flow Range PUHEADWORKS4 Continuous Flush Headworks 2-20 GPM aww. ro APPROVED � ._a. OCT 04 2023 F M4SO4 CoU`ilY ESii1O84E`r'(nLHE4L?N. � RET Corporate Headquarters 13440 S.E.30th Street Bellevue,WA 98005 Phone: (425)746-8400 F2x(425)641-8885 www.bdfowier.corn 11ttz-0 Netafim Drip/Micro Irrigation Solutions Wastewater Division Moline® 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" APPROVED • UV resistant OCT 0 4 2023 • Tubing material: Linear low-density polyethylene MASON COUNTYE6VLRONYENTALHEALTH RET EXPLODED VIEW OF BIOUNE 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 I where it leaves the tubing. molded silicon diaphragm Dripper's Top View Top of dripper iturned over) TurhoNet wide ; Bow path aspop aloe tavww..*.2afi a.can/waste eater/produc6/eidine-tlripperline-;ech 'i6 DRIPPER FLOW RATE VS. PRESSURE 1.0 r7 09 10.9 0-PH a. W 0.8 — Oh'aPH a 0.5 t • 0.4 - GAGPNI' O 0.3 01 _. _. _ -. J -I -. 0 i 10 20 30 4C 50 58 PRESSURE 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. APPROVED OCT 04 2023 M4301C.ulm vRo. uENT4LHEALTH RET 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. z/e .^.iml sa.a.cOM,waste xwater/p- ucsdai,,ednpperinetech Multi-Stage Effluent Turbine Submersible Pumps PUMP PERrORMNICE CURVE PUMP PERFORMANCE CURVE _ '221 HE P6 ecdR` 106PM 19 GPM I 'N TDWHAROE „ � IIN'NPTDECH4RGE 1X"NPT DISCHARGE r. Ali Ti p� I I230 0 I' 1a SO-1 I 3— p0L em 11 ' E6 : F 3 I H , -. - eE T6tEE a _ 30 6 E i2 a i. s $—CS LITERS3 6 a 55 c. u-LeTITS L 1 11 .. d] .09 CW .axrvm C ..I C c.1' I Pa„Lsuber HP Vane Phase Art,6 a "'PI APPROVED- , I f 2 12 115 1 ^20 . 223kr OCT 0li 2023 _ e u 1E i a 5021NS 1.2 230 1 -5 0 E 22.19 5OD 61 :0 :21 14: ca 12 no 1 20 25114' MASONC007E'I'lEC44E\TAMi L1ETr =:0 E r 5C 12 "ems 1 60 E 251^ RET I WIO-0X9 3e 233 1 9C 12 291515' 31;E ' PUMP PERFORMANCECURVE < at,Nu„cer HP vonase rhem Amps Sant Heigm E 35 GPM 1 51210E5 '2 115 1 120 5 S 1566' rN Ew- %v->Fa ;� 2 NPT DISGIARGE IEi O 5031-0066 12 ZA 1 60 a5 2615,59 1vel=-srecE . m 53312007 34 230 1 PO I 25-1116' 48 11.3 Le i 5031 230 1 SE 3 za-12 I '-:WAGE I Part Ninths- HP Voltage Phase Amps Stages Height � Sd2Cl45 12 a'15 I 120 4 IRIS 1 I a ems r za 1 ;c a lane U "� 1..1121 - O 50.32-017 34 230 • 90 6 24-315 z .e- ao N SG32+SC2 3Y 96 3?"9 = _1E-x saw 4'LC113 1 '0 a 131 10 3?Pnr Er He— Pan wmx HP Vwage phase AMR s.as clegl VO'!E s>&8> '_ __- . 5 GPM also available E ACiN05 12 120 2 270 Car er�neered e a 5 0]5 12 TA CO 'E�5' tams-See FM?091 'o 5 X07 3W M I 80 3 Npe' and consult Zoeller ID E II e, 51Te,2OP zc 1 asp 4 2''313, Testiness]Service sups 'IC 'IC .. ,. e, 60 1 3A31'C09 "-12 2301 121 5 me' Department _ _ - r e, 314 20 ti 'MC =rcw Ef=ln9U :1502t ALL ZOELLER ONSITE PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH PLUMBING AND HEALTH DEPARTMENT CODES. Distributed By: 0 UMPUMP CO. 1-800-928-PU M P www.zoeller.com D5 Copynght 2007 Zoeller Co-AU rights reserved. 4 Orenca Technical Data Sheet Es7 Universal Flow Inducer Applications General Orenco's Universal Flow Inducer houses any Orenco high-head_effl.- To snot.the oroddc( recurs the(olloring. ent pump in applications where filtration is not recessary.Tne base • Class 125 4-in. (nomm al) 'VC Flee body resrs on the bcttem of the tank and the rlodnt'ma flange's epoxied • Irjec Ie,k corded ABS moantnr,fiao.ge to a PVC riser.The flow inducer car be lengthen o at shortened to-it any tank.The tee,which holds the mountng flange and float assembly • inject.cn-❑aided hoist for float He bracket,slides to any position along the flue,inducer A'hat assembly • Abil ry,o accommodate Routs as meat as E5 gem (4,1 Usec, (ordered separately) snaps into the bracket.Appi'cations include: • Pump tanks Standard Model • Disinfection systems UFI-A • Effluent reuse systems APPROVED • Cisterns OCT 0 4 2023 Materials of Construction k 'ONCOUTEIE4t1S3NYENTAL HEALTH:l,N duce, Class'25PVC elf ftRET Ilounrrg flange Irje:iicr molded RBS Base Fee-glass-renfcreed polyester Specifications Sling tee Dimensions Mounting large " -. Float assembly Hoc induce ciame-er 4 nom nal MM 3-in.nine, cracker F „ r '828 Tr r f (can � .( (c n ce lengtcei ec o scarereds � 5oolog ocelot 3l-(59 Float assembly(ordered , ; a , separatel:b Mountain bracket epoxied Discharge assembly to PVC riser- - 4 n low trimmerr ,'c. � L; C a Float assembly . °" 1 IA a , — 38-in.135-rr rt High-head Inle!holes pump ..G• Fiberglass base -a &� x� . ° U AL 1D'-3� one e.0 v a en.- B gort 19 crake( I (an[25 Urenco Systems°Inc,814 Airway Ave.,Sutherlin,OR 97479 USA•880-348.9843•541-459-4449•www.arencacom NTDaJFI-t -�/� Rev.zo,o avn IS-¢�W Pate 1•r 1 Hd \ 4SWI °°° . w { 2» \»U\� N\\] sr 77 , P \ � \ � / / ƒ[ - \ ) §Q _ §\ ma d \ 1 p§Wri 2 � : S — I ` ^_�_: � % \9a !1., . M 1 J § 547. 1 N 4 \ - : ( ; ! 2 » : i \( , - CG]\ N . \\ \ ) : , } _ ¢ § \ \ \ © � j»/ ' \ \ i/ \ t - . \ »3» z / \ { , I7 y ' \ § ~ APPROVED \ \ 1 »ma0 2023 1sR w. / yx sr., \ \ \G> § ! \ ) ms . / \ \ / - 4 ` + « « \ \ 8,44 ( ( \ - ©©§\\ w ■, _ - : : \ \ |7■! \ ! \ ` \6 ~ 'rain: _ d | 4C ,II! ;743 fi )) , \'Q\ / ( | jt lire ( \ \ e ` § yN g \ $ I , 5 \ 2 £ 2 $ M C21122.2 I - -- < % -1.-0 . « 1 gr vO Mar Me) c,w ro"TA 'Ttq-, 1 I 1 l 1 i SWAMI 1 L4; 8I®LWR r 6 E�h� — rg� II • IT I . RETURNNE 71 sr rPm I I i • L— I . • , • i , . lir TRASH OWNER ' I DIGESTER CWIASER OPOLITec NcOTY:wlrsuae I esEureooraarr.•a, SC ClIAII FLOW wart sawn"s aow UVaOT':«yWac ma -P incixtm Gw I. ST sir ,r °.• . *max e APPROVED ,� j % ° OCT 042023 1 : ' I•' ' " 4ASOMCG�VT :4vI4C84ENTA�A�•l,�'h ' -mnrsaebaesw RFT FaxuateTawrew. s• , 1 % �`` / ,suer - r.lialSer SIONEFREE MINE sos Ca=arsetr saw NISTALLAzzNNS1141CV7IIS OVER row sos. 1)Erase WM We With MSS waltz 1 feu lobe lien tank enalidea AIM wait s may smogsmog3'a eaAe Maaee S lard d S_ +—a 3)Inmlteik h center aM b e. ego It seem On r On 1 7-- 71- _- al sides Rrq ir=wef r a)Aa tot:sang ea elr.w s voilapan*In Cereae Cx�ll ^ ,xa• S)Inlal(Wig SWIM angs dumps adq' I \ II 5)keal RSt y.im.f affix Sets le aesmra wiT 1 I / , waepgdelwhw r "a S Aertnrr.segyeww in n bid w,eaww RH kcal 77 UM Iowan inot ant*WON wit neve k aabpdtrt 17.4>fameEP p9i� il ne� i ao .Srr�tgala�+ew.ewe,aoe a.ieerq asses IL J' _Jr --J --} r-va ,,..,� AEROBIC TREATMENT TANK DETAIL FOR �. 1 Nu WATER BNR-500 TREATMENT.UNIT \� H - ENVIRO-FLO, INC. "r"" �/Q1/12 .\S �_.. wasfl,e rTmr, .n rsrJe+aeeae ` _ P.O.BOX3211E1,FahW,MS 39232 save: BTT)E:1Eaa 8�4T1E1aa 1"= 1.4fr. 1-1 66 zo ` aS Nu Water • • • : =' I APPROVED � � , I OCi 04 2023 W•..iO4C 'No :' iiilYE1'„1L "EA.LTH J + 1Iup A �D crilit.i) 41 t ipozSil .01 is .. I tie, : ' Se 41, rr rt 4:3 _ __ . AV qqq -L (.7. /y .- r�' 01 atC V /—Pt , ri 4IP: rlt43) . ft r PARTS LIST NuWater NR Assembly Diagram V III A DIAL PORT ATRAT:R M.POLY DIFFUSER EAR OrIt CI' A. &SW RIABtTV W CLAWS CZ N.r PVC(91rSECTION) 4 Rs-ammo ADAPtORX 1r NPT Da 0.1•sup CEP ! D 1r SW X Ur PFTADAPTOR F.tr aria VEC HOSE(OP•10PVLL 9T I'Un\y�mD E r Se£r ilx tr,F xwN PicVS r G 4C o.r P PPE(BY TN.LS F 169C EisDW(A R.r PVC Pre MY METALS)D.1•X rx titTEE &rPVC PEPS Q<1'e15fNIAli) t N rsr ELBOW 0) T 1r sMRPEDADOMIR 701K NPr(Z L rx r ED941116 U.,rr STREET Ile NR BUSHING(2) A rbVSTP$T TEE vtr PVC COUPLER CZ K r PVC CROSS W.2 COMER(BY INSTALLER) L.rOOURFR B+NSTALHq , Revised 2/25/12 igw __ _ _ APPROVED O 04 2023 M.ASONCJU417Cicv✓I4O YEeYALHEALTH REi SECURED LID WITH GAS TIGHT SEAL THREADED UNION 24'DIA ETER ACCESS RISER Nce FINISH GRADE SERVICE HHWY��AIM VALYE• �m . WWII SEPTIC .TANK 1i== Iii 17. "oRAINnELD • EMERGENCY STORAGE , ARTISN1gN NIGH WATER AIMS LEVS. kI VALVES NORMAL TIMER OFF LEVEL I WORKING Kw HS! 1_1 ROAN _: FOR FLOAT ENCLOSED MEW ``�. MwwTRw SEDHMBfT S11ROlID• - _� CHECK VKVE• IS rivi SEOIWIEMS ' �fl1l I FLOAT CNHWRIFIIOAL PIMP PIJ Kx4AYRER 'AB HEEDED gypicALW Septic Tanks must meet standards required by WAC chapter 246-272C and manufacturer must be on Dept of Health list of registered sewage tanks. FIGURE 2 W;Inc Pull iea6on 0337-022 Page 35 of 65 • 7 (lSw- Septic `.Deesigts g rAa?#_ Ott b• NuWater BNR Pretreatment :,�� %141 .`^Y INSTALLATION & MAINTENANCE Subsurface DripDistributions stems o'Z FAkip v oftnsce`"! y �\ ijCPIRES E81641:Yt tt EXNftF$ I15 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 audiovisual 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 OCT 04 2023 C:IU'ffilE'.I1ROS4E111.4i.HEALIH RE -1-0 lD