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HomeMy WebLinkAboutSWG2026-00109 - SWG Application / Design - 4/13/2026 MASON COUNTY 415 N 6TH STREET,SHELT967 WA 98584 • SHELTON:360-427-9670,EXT 400 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: SWG2026-00109 APPLICANT WEEKS KAIDA LIN &MATTHEW DAVID Phone: Address: 353 E SUNNY WOODS RD W SHELTON,WA 98584-3145 OWNER WEEKS KAIDA LIN &MATTHEW DAVID Phone: Address: 353 E SUNNY WOODS RD W SHELTON,WA 98584-3145 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER ALLAN KIRK* Phone: 360-426-0574 Address: 30 E WILCHAR BLVD SHELTON, WA 98584 Site Address: 353 E Sunny Woods Rd W Primary Parcel Number: 321163390082 Permit Description: New SFR 4-bedroom NuWater BNNR500 ATU with trash tank and trench drainfield Permit Submitted Date: 04/13/2026 Permit Issued Date: 05/06/2026 Issued By: David Anderson Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/23/2029 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. MASONCOUNTY 415 N 6TH STREET,SHELT967 ,E 98584 • SHELTON:360 427 9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON - COUNTY DATE RECEIVE , I C Co • • AMOUNT RECEIVED: RECEIVEED BY: Cl) Public Health & Human Services O Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street-Shelton,WA 98584 S W G — V V I (1 O v Co ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE m Matthew Weeks 360) 480-8532 cry z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 353 E Sunny Woods Rd W Kelton WA 98584 M SITE ADDRESS-STREET,CITY,ZIP CODE same _~7 NAME OF DESIGNER PHONE I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER PHONE I Mason County Excavating (360) 490-3144 PERMIT TYPE(select one) ING WATER SOURCE �1 0 111 RESIDENTIAL OSS COMMUNITY OSS Iñ]COMMERCIAL OSS 51 PRIVATE INDIVIDUAL WELL I PRIVATE TWO-PARTY WELL Z 10) TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM I W1 NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I W SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE DESIGN FORM(REQU)RED) JSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I WAS LOT CREATED AFTER4/1!2025? O I b1WAIVER(S)(IFAPPLICABLE) 4 BR 2.53 ac ❑ YES D NO n ' DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) x I CD Go out Hwy 3 and turn (L) onto E Mason Lake Rd. Turn (L) onto E St Andrews Dr. Turn (L) I I 0 onto E Shetland Rd. Turn (L) onto E Sunny Woods Road E. "353" at driveway on (L). o I o , Ico W SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE!FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS s1tl D- zb ' (7• F (Type Y) Rest of 76" '-1 Acct 4 (CAP. i l t: d-26" (?SC 4./ ✓1lrf Cp Refi. rt 2G vr)f) 7143:0-W 6ft RtSf A f '.S" 1.-/ cm 9. RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY =GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPE 0 IGNATURE DATE APPLICATION EXPIRATION DATE APP C APPROVED!ISSUED BY DATE Z3 7ot6 . (l3 (Z�Z S 6 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DES IGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 1 6 - 3 3 - 9 0 0 8 2 ----- 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. 0 Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11 X17" r .."�',,.o-a�, �' �,�'".a•_�'o � s.".'rY N.a..`r�:�;,�'zh�,�.�� C v�t�*.'xa.'d. �...7..k �I � 1..��L1� ^� O�'E Permit Number: SWG .2O -(.Q'1,�r o'1 Designer's Name: Arrow Septic Designs,Inc Matthew Weeks Designer's Phone Number: (360)898-2255 Applicant's Name: 171 E Vuecrest Dr Mailing Address: 353 E Sunny Woods Rd W Designer's Address: Shelton WA 98584 City State Zip Union, WA 98592 City State Zip Designer's Email paulaj@hctc.com Y 4� '.. - k .? sF&,,'-:;':-o-.✓, .'^ �' !-*'7'y�`kKE,DE3'.-`�f PX �S'«Rl1Jh .c,u yak r.-c.K'4t''%.,+N.. x. S..wa......,. 5, w o. �& •" '«z..,,:- s .�,,,;; �...ra,s-a.w .axk.,Kw Maxz&.._ Treatment Device ❑Glendon ❑Sand Filter 0 Mound 0 Sand Lined Drainfield ❑Recirculating Filter 0 ATU NuWater BNR-500 0 Gte10 gallon pre-trash tank Treatment Level(check all that apply): ❑A p B 0 C ❑BLl 71 BL2 0 BL3 0 E 0 N Drainfield Type ❑Gravity Pressure G 'Trench ❑Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 ' Schedule/Class 40 Daily Flow:Operating Capacity 360 - gpd Length 54 ft Daily Flow:Design Flow 480 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 5 Receiving Soil Type(1-6) 4 Separation 9 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 800 - ' ft2 Total Number of Orifices 55 Designed Primary Area 810 - ft2 Diameter 3/16 in Designed Reserve Area 810 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 270 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 4 % Diameter 1.25 in New Slope,If Altered 4 - % Preferred manifold configuration used? 6 'Yes ❑No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 10 in Schedule/Class 40 - Designed Vertical Separation 13+ ' in Length 80 ft Gravel-based Drainfield Required? 0 Yes 16 No Diameter 2 in Pump Required? 9 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice '13 ft Dose quantity 120 gal Drainfield Squirt Height/Selected Residual(head) ` 2 ft Chamber Capacity(flood) 1,200 gal Uppermost Orifice Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 32.45 c gpm 11' Timer ❑ lapse Meter ❑4,vent Counter Calculated Total Pressure Head 18.87 - ft If Timer: Pump on 2 minutes ,Pump off 6 hours Comments I �0 Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 1 6 - 3 3 -- 9 0 0 8 2 Permit Number: SWG {c N ' ` DESIGN CHECKLIS�T,S n� r*, Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ed Test hole locations E9 Drainfield orientation and layout Reference depth from original grade: E1 Soil logs R1 Trench/bed dimensions and i1 Septic tank E6 Property lines critical distances within layout Drainfield cover D-Box/Valve box locations Reference depth from original grade � Existing and proposed wells p within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations i ' Laterals,trench/bed,top and surface water and critical areas E6 Observation port location bottom O Curtain drain collector ❑ Location and orientation of E� Clean-out location O Sand augmentation curtain drain and all absorption Ed Manifold placement components E9 Orifice placement Other cross-section detail: E6 Location and dimension of l6 Observation ports/clean-outs � Lateral placement with distance primary system and reserve area to edge of bed Other Information Ei Buildings E1 Audible/visual alarm referenced Yes No E6 Direction of slope indicator 1 Scale of drawing shown on scale P1 O Design staked out Waterlines bar O Ed Recorded Notices attached Roads,easements,driveways, El Elevation benchmark and relative ❑ 9 Waiver(s)attached parking elevations of system components if O Pump curve attached O [�Evaluation of failure Ed North arrow and scale drawing shown on scale bar Non-residential justification O 9 Waste strength O RfFlow The undersigned designer must be notified y' 1� f.asallation Rf Yes O No 'r �Q J /� Date EXRRES r15/L t ,-k � The undersigned has reviewed this design on behalf of Mason County Public Hea1t artd e ined it to be in compliance with state and local on"ations: PE t `4 So Y o 6 Z0Z6 NTy §%kVJTJ,! CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWINGN: ✓ The design is stamped"Approved"by Mason County Public Health. 4 HFgzTH ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7'f Z3( Ze' Z ?" ✓ Drainfield site conditions have not been altered to adversely affect conditions ot 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. Revised:4/14/2025 frto L.2t .ssj WARN `G N 1.It..aa.dhlltfy and..amn for bW+ldma. ( TURNER ) 60 FT. PRIVATEEASSMENT FOR i.arovsua.ntr or racrnt.nana of to.ea.nl.and ��--�� �� INSRESS, EGRESS AND UTILITIE6 LEGAL DE5CR I P T f ON pr'1va10 rand./raelna to of.,wane tot.within R)N.IP47'35'E 329,!6 c fats snort$ubdtvtaton funrrrr ruck roads havr N N 88'47r35r£ 528.50 r brie eaa.pted Inro Ube Coanty'.road sy.r.err �' m THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER sborr rug her di th.rat e■nerr. e. Any IvrtMr QtvJston o/lots+rfnln rnlr _____1__*______ __ OF THE SOUTHWEST QUARTER OF SECTIOrJ }6. TOWNSHIP 21 NORTH, short 8ybdrvlrtan 1ht11 he robrret to the t r•talryeaMR e + o, L RANGE 3 WEST. W.M., EXCEPTINNG—TKEREt•ROM ROAD RIGHT OF WAY: t ghopt.r G.3$ar Wa.en C od.. S 3. a.olerellon of Short Subdtvt.ron and or 9EpA SAID LAND BEING ALSO KNOIYN'-ANDDESGR�@ED AS TRACT 8 OF SURVEY aoavents oro r.cordod under A.F. No. 30 FT, PRIVATE EASEMENT 4. wthrno can be ca n.truat.d..atotalnrd. or 80 I 30 RECORDED MAY O. 1979,,4WVbb,UF— 5 DF\SURVEYS, PAGE 30. UNDER eutln toae eenerwer.aoraasnrelMdWithin FOR UNDRESS, EGRESS •` / s ! / AND UTILITIES AUDITOR'S FILE NO. Sfr002. : loo 1f. of iM warm saurca teat cfwrd \,_,.''-'' .bMtlrLt.a patios lot.aarce of oantaminaHon, TOGETHER WITH.IjND�$UBJ CT4O A PERPETUAL NON-EXCLUSIVE EASEMENT ruon o.s.pt+o•ens.,dral$f1.tdr. .ow•r liner, 60 FEET IN 111 fEITH OR\I sON S3. EGRESS AND 11TII.ITIES. AS SHOWN undaroreuna araroe.taro.• barer. ford rtartaar, RAr for nafnfalnp(set W anfmglr or tort ON SURVEY RECORDED NlAY i9. '1479. IN VOLUME 5 OF our.. j SURVEYS, snare, lautd or dry ohmico1 .fwayn, b*1.' rht..Hafda..hotaldu..east.., ar PAQ.E'� )ND R\AUD I T il.rS Ft LE NO. 380682. ...u+uier won,of....ntafreffrrd e.raae.. QI I L O T 8A 1 --�'�/J s. The tots,parcel.or trootr oonfalnrd within J2.55 AC. \ I '� Ti ETHER WIJ) A'-60-KOOT WIDE EASEMENT FOR ROAD AND UTILITY At.short rubddvI,lon have bean ctaotod / PUI OSES OVER,AND ACROSS SECTION 21, TOWNSHiP 21 NORTH, 8rthaul r.tohttshfeg aaotabla Wol.r eupply, Na 5. baffdrne Darnll aaaa.rlt of lee pow able rat ar wJll R0P1 WF,S`Y.; W.M.. SAID EASEMENT RUNNING IN AN SOUTHERLY be!.sued without first satisfying aafabr.water ( AND �'ASTERL uU Y DIRECTION TO CONNECT WITH SHETLAND COUNTY ROAD r.t .au0).as returns by the Na.on Coenly o roo Iha)ih 6orvla,r Orrrator, NO. 56020. ALL AS DESCRIBED IN INSTRUMENT RECORDED MAY 9. 1979• JON REEL 107. FRAME 610. UNDER AUDITOR'S FILE NO. 344113. e c _ y RCT0R'S APPROVAL , Approve far reaordino puroaofft TO m \ .,` p Maeon cunty TJff 16.36 „`.`,,_t M y ,j ` ,n, Ofrect(f ! ommuntfy Oevelopmeat AUOafc roved � e w 4 tl6 £ .�tY29.. ! `� t i c, c w 7 z o I i _• " . +, ,yf AUDI TON'S ERTI KATE y �!� 9�,4� A0, .a (>1 Fried for record thlc_Z.._doy of .. I "• �,'\ m 'Y`l 'Y L 1090 ai .R M, r�fn i ' /® Vol.I of Short Plots', •�.'.,,...--.. ( of the request of SIAVEY a VECNTOLt JR. /'. � `L,.r o�[ ;. o,O,a� ®�� Audllor'c Fffe No(.1(1�X1r'.1'n-�` /ff��/ ,`\f 7.53 AC. �� �1' tom,a$ u_ t of l—ct zp, ` �'` '� Vv G� ``' AGATE LAND SURVEYING 7 ''.4":t:' N ' '1•�.` , �'' S J �yF PRDFES01AOATELANDDSURVEYOR .. \ ry ly SH(LTUN, WASHINGTON 905114 `•�` �i i/ \ - (360)426-4172 ' �// "' DOW ar RI) ERIN, taro Jg$IN, a9$-e53 �'� / dtf0 QY 889 JR. BGLE I'.00' BIEET ONE or ONE -_. I� raa RAb SURVEYOR'S CERTIFICATE � �, ` This msurvey r \, `t., J made by me or Under my direct loft in ,\ j} eonformonce with the roou!romants of the Swoop R000rdLng Act o! Its .�`, / 60 �p,13ECyr request of J0hQVAar/ In 6NR.. 1998 Sldno O, BoalitaIt JiP.L.S�2t3237 I 7 g `"'� :Oar SHORT SUED N I S I ON SCAt E 20 21 R)N W34.47'E I ) 89035'52E EC 61 a 60 loo � NO. .ZB22 FM7. ONR LEGEND Parcel No. 32116-7S'DOO8D LEGEND I DAVISON EJ.AL. ) BASIS OF BEARINGS JC NOWACKI SURVEY r r 5/S'GROAN WIPLASTIC CAP SET EQUIPMENT AND PROCEDURE FOR L,6, 110. 28237 £OUIP r4 Y.ENT: LEICA 3' T4L STATION VOLI S OF SURVEYS E. r9Bt HMY 3 PG. 30. RECORDS OF SHELTON. WASH. 98964 v!C NOW/ICKI q+ FAIR, 112'REBAA tf1PLASTIC CAP AND CALIBRATED CHAIN 04480N CO. WASH. (360)457-0256 IN LS W. 11355 PROCEDURiir FIELD TRAVERSE SW 114. SW 114. SECTION 1$, ø• SOIL Lao TWP. 21 N.. R. +WEST. W.M. xoa jo..uoo a°Ten iagw tt dumd uoge J 001.`TP 9 � .]IuEZ njV 00S'2I 2S sa}E nN �' �` �� OQ s a�UO O 00S £0 }noua ZJ uu8W tensity-orpnv O r re FJaISM /sxul oI das pue outs J� N0SNIH0C AOf Hl(1'dd oaAaoq uznurtutuz �Oj . '•. sve0o�s • ; ��%. utj odsuEz}ottdas oaum autijajenA OAQQISiisut of a;oNxx �;, ti. ►�: Ua 6-,io71.4tv,�-a aLe 05eg AW ,Z, luau- d�^➢CYJ/9N1'7.LeV O� .ate y� © Zt U1 * 15 ,,S2 r4 : t0 ,at N 3.a-=b t -av n.sn-4 O NJ , C � x -Fl ft / 3a016 'kb� ! 1 1 . r l°7o Sao `��'�",al D✓4& Obi t Z " �> ______________ -9 i 3� o ii 0 /. ShtLt ___ • 1 TypKa oservoii Pay Detailed Drainfield Layout to t2 C RO l- �• 9 sandy soma, Feeler FaDrie erior�al Grode Ap Cover / Fe 0 � 2026 0 • • 3/4' to o n t.. Edem l2'11 MASON COUNTY ENVIRONMENTAL HEALTH 1 DJA Reap - saver-on ao 13. -'E 45 tlepr a Elbow Lotcrd Reafridi" Layer —_ -Drainfield , Cross-Section View No To 5cde Note: Ceea+oid to be from 0 to 6 m ee below ' } F-r,*ad GroOe. Mork ends with Rdx r: Clow Out . Note O • Obut vogon Part 4 (, wed at the End of Eoh lede& To Be 4 PVC Pipe from 6eQtom of Tra+rh ,oc WA TO F,�hed .� e =s i o D E's I n s FArrow Sep U+eta9ed an 0 +oe+ Pay . ana+a�' — � on Seam 5 ct Tea t360) X98-2255 hue of 5 Told Re**ed in System 51o649 0Y J ) Yr��' PAULA JOY JOHNSON . EXPIRES /1 /n� V�yV_ Length Length Orifice # Distance from Distance from • Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 648 = 54 60 11 24 24 2 648 54s 60 11 ,: 24 24 3 648 54 60 ;111 24 24 4 648 :, 54 .,, 60 x.811 24 24 5 648 54 60 11 _ 24 24 Total.Lateral Length 270 Total#Orifices 55 I GPM= 32.45 � 1*06 q Dynamic Head Calculations SpyQQ�Rry Selected residual pressure: 2 ft. N Length(Ft.) #Orifices 0, 4 /ft HFgCrN Transport Pipe 80 55 1.44 ft. Feeder Total Lateral Line Length Lateral#1 54 2 1 56 11 0.37 ft. Lateral#2 54 11 65 11 0.43 ft. •Lateral#3 54 • �t 20 74 11 0.48 ft. Lateral#4 54 29 83 11 0.54 ft. e1�l 54 ,f 3$:. .Y'{ 92 11 0.60 ft. o2fion Lift �iSz^ _otht' Tajad 18.87 ft. ate- t & àcu LID M OAS T4T SEAL mow IJ MI N Alm IAR VALUE• FMAdq®ItAOE — s --�TO ORANFELD AMU=11 oM rAL11E fMo WAIWALOMLLYJ1L -«ice! lIOROAt OFFL WORT 6YOLiiOE T . . 1r0�A'Mla �� 51QG 349 ) ib0•.. PAULA JOY JOHNSON R required by wac chaptu 24&272c and 'c Taoks� ,ge�aaks. FIGURE 2 must be on Dept of I th list of r LL! i'i Bronze construction available(139 series) Jr Wv h :F High head version available(145 series) Double shaft seal versions available for added protection Flow-Mate on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping performance is critical, this robust W W PUMPPERFORM401145 VE - MODEL137114d146 family of pumps is known for reliability, ,S durability and performance. These pumps are especially suited for harsh environments.Zoeller's cool run design and corrosion-resistant,powder coated ` s " epoxy finish add up to a long-lasting, ss trouble-free product. 16 A u es APPLICATIONS: • STEP or onsite applications " a ii 111111 • Water transfer „ • Light commercial dewatering u SPECIFICATIONS: E n • 1-1/2"NPT discharge - • 112 HP through 1 HP 4 MADE IN THE USA • Available in automatic or nonautomatic USIIURLIRJURIIYUFUSCORiERi2 ,a ,n • Model 137,139,140:1/2"(12 mm)spherical solids a capacity with vortex impeller • Model 145:3/4"(19 mm)spherical solids capacity with " ^ s ,60 z3k vortex impeller """" 152656 �. ���g '�:'mac k!r"��" `•�'�}� %��. �.z� w*+� PUMP PERFORMANCE CURVE MODEL 151/152/153 Dose-Mate 50 This is our fastest growing line of effluent 14- 153 pumps.The 150 series is truly a workhorse i designed for reliability under extreme 12- 40 conditions in an effluent environment. 150 series pump curves cover a wide range = 10- 3s 152 -- - of applications. They are well suited to 30 applications with low pressure pipe(LPP) 8 151 and enhanced flow STEP systems.Zoeller's o 25 cool run design and corrosion-resistant, 6 20 powder coated epoxy finish, in addition to the hermetically sealed,oil-filled motor 15 and non-clogging vortex impeller add up to 4 a long-lasting,trouble-free product. 10 2 APPLICATIONS: �� 5 • STEP or onsite applications 9 0 MADE IN THE USA 10 20 30 40 50 60 70 80 90 100 • Light commercial dewatering USIIRRIINURIOYUFUSCOMIC GALLONS SPECIFICATIONS: LITERS 0 40 80 12'0 160 200 240 280 320 350 • r°�, FLOW PER MINUTE 014508 i-1/2"NPT discharge �, • 3/10 HP through 1/2 HP PpR • Available in nonautomatic or with a variable level piggyback mechanical switch p A A • 1/2"(12 mm)spherical solids capacity with vortex 1l M 6 2orys thermoplastic impeller MASO For more information,see Technical Data Sheet FM2784. QQUHTY ENVIRQiyEH ©All rights reserved. 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P' (1nL Ii CI)T,)"APT iiU7 CJv,NCI'O n`t)(la!P,I t GCN)01I dj!y tLt.A1t'D A LI,'A�S'f r� " f VCN:y IN r6(Jpsg I II)0ufA gfllt..CCNR"Ill' 8'tl� �� tL LTGR flitlD WATR,`r3tiNG QU.C.fX71Jk1)YlP1tu>°J�t�C)Qr'C+RGt)t+'S?GCIwCArLii9... &`Pv13n.f Jvf.IN�1?iNUA LLA.'A't�t%MFNYTtCt}Pk; 't<�11/1 ry1•N)ytjRAT.�I.TNL oURYACIIQ4 TIY0II0NG(I!M1G{,V�A iWAf(A11VA0T 1 NR' - '�s /rJly,. N � ,, 9,_2., N N N . t Q 5`1 , �4.7�KJ rye^V VENTED LIDS(NP) p M to CJ " '�"' V DUAL PORT AERATOR F Own �,�p"�f� WATERTIGHT d ? b L 2"COUPLING ° Lo O S &REDUCER GROMMET(TYP) COUPLING&PIPE ° (V ...I N o O o 2"TEE } 36"MAX. CAST IN LID(TYP) t 1/2"PVC Its ELL t j AIRLINE ® N G N iD / k PVC(NP) r..6 r --..._...... --- z 3 OD - w J 'ymR ?O� 16 RETURN LINE 12"•1 2"PVC TRASH CHAMBER - DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER I FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:191 GAL. 65" ii 53" O I O 'I� ° ° 0 36° ° ° E X 1!2" TEE° T 1` EXTERNAL TRASH TANK o DIFFUSER BARS(2) 12 LU PARALEL TO TANK WALL L T' 3" SLUDGE RETURN LU 1.5"TAPER e` 1UA� %// SIDE VIEW L i"=i.45 2 24"©LOUVER O HOUSING CAST w �i INSTALLATION INSTRUCTIONS -----� STONE-FREE NATIVE SOIL' ON TOP OF LID ►A COMPACTED SAND -2 1)Excavate tank hole with vertical walls to 1 foot larger than O_, E -STONY SOIL —— — —— — tank on all sides. I——— —VI — — 2)If bottom of hole is stony,install 3"of compact sand&level I za"RISERS YP) l out with screed. tl I I 3)Install tank in center of hole,keeping 1 ft.void space on I I I ° 4)As tank is filling with water,fill in void space with co M� �. k ti I ii ( rNwRorzo��r granular(sandy)soil free of large clumps of clay. CCU o6+ �� (\ I I I� _ 5)Install rest of system,&affix risers to adapters with N, Z® 1 I I 12"RISER-' waterproof adhesive. �+ � � I � 6)Perform watertightness test in field as required by local 0�`�O4'ry/FNl I TRASH CHAMBER II DIGESTER I I LAR!1-iFRI jurisdiction. JL-------JL--J 7)Upon approval to backfill,carefully backfill with native h4k L ————— soils over top of tank. 's�rh.� `��cd 8)Final grade the surface to avoid chanelling surface Ty TOP VIEW water toward tank. 1"=2.9 ft : .. .. • �{r�I' �'YGIC'kCOvl TiX�C$fif:ItEO`P1'I"..9T&C3R'AS V. MAY O62026 6 2026 'MASON COUNTYENVIRONME NTAL HEALTf ` fI y � • • I PARTS UST NuWater NR Assembly Diagram A.DUAL PORT AERATOR M.POLY DIFFUSER BAR C B.318"RUBBER 90"VY/:CLAi W S(2) N.V'PVC(3::112"SECTfoN) C.'3/8"BARBEDADAPTOR.x 1f2".NPT(2) O.1"SLfPCAP D.1J2"SLIP X t72"NPT ADAPTOR P:1Jr CLEAR PVC:ROSE{QP FIONAL 59 1'S3 REET X112'NPT EUSifiNG(3) O.lrz"PVC PIPE(BY INSTALLER) F.1'17 90?ELBQW'(3)- R.•1"PVC PIPE(BY'INSTALLER) G.1'X 1"X 112'TEE S.2"PVC PIPE(BY INSTALLER) H.1"901 ELBOW(3) T.i/8."BARBED ADAPTOR TO U4"NPT;(2): s.2'X:1^BUSHING U.11r'STREET X 113"NPT BUSHING,{2) J.2 SANITARY TEE V.112"PVC COUPLER(2) K.I':PVC GROSS W.Y'COUPLER.(SY INSTALLER) L.1"COUPLER'(BY:INSTALLER) `a Revised 2/25/12 a't w Septic )es için , 3 fr. , �• $c oa waey NuWater BNR Pretreatment INSTALLATION &MAINTENANCE r . : Pressure Distribution Systems •51 o0J49 t�` PAULA JOY JOHNSON \)l 1. Install Laterals with contour of the ground. � o 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom extending to the drainrock/native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. soil smearin must be 5. Install drainfield during dry weather and soil conditions; any g eliminated by hand raking. 6. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 7. Install audio/visual high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. Tee to Tee construction between latl manifold t 12 o'clock, (do not glue), after pressure 1 th orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices test and Environmental Health Dept. approval,turn orifices down(6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 10. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade,run the filter fabric at least 2 inches down the trench wall. 11. Waterlines must be a minimum of 10' to any tank or drainfield(a reduction to 5' may be obtained with a State waiver on lots that meet minimum lot size). Encase all water lines within 10' of septic transport lines and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14.No vehicular traffic over drainfield area or tanks. 15. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 16. All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 18.All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 19. All pressure systems with a pump chamber outlet higher than the drainfield must have an anti-siphon valve or a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning.Ensure anti-siphon hole sprays down/away from tank opening. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines and easements. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation&M_ intenance on your NuWater pretreatment system. ROVED MAY 0 6 2026 Vp ,gyp tro MASON COUNTY ENVIRONMENTAL HEALTH " DJA