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HomeMy WebLinkAboutSWG2025-00465 - SWG Application / Design - 12/15/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 M. , 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: SWG2025-00465 APPLICANT PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 OWNER EMPIRE HOME CONSTRUCTION LLC Phone: 360-751-8062 Address: P 0 BOX 241 KELSO, WA 98626 SEPTIC INSTALLER ALLAN KIRK* Phone: 360-426-0574 Address: 30 E WILCHAR BLVD SHELTON, WA 98584 Site Address: 251 E PANORAMA DR Primary Parcel Number: 320215602017 Permit Description: New 3bd ATU to pressure trench Permit Submitted Date: 12/15/2025 Permit Issued Date: 12/19/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/19/2028 (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 Drainfield 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. 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/environmentallonsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DATERECENED: la i5 , . `_ C �(1) grillillij AMOUNT RECEI RECEIVED BY: CO to ......,----- Public Health & Human Services i , 6N vkl 44..- U) Environmental Healtho-427-967C,ext 400 or 360-275 4467,ext.400 S W G ^((-JJ�U� L`J� - O0, /I O 415 N.6th Street- Shelton,WA 98584 z 0 ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT O PHONE C,) r Empire Home Construction (360)751-8062 o c MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE CD UJ P.O. Box 241 61,` A • Kelso WA 98626 N • SITE ADDRESS.STREET,CITY,ZIP CODE b251 E Panorama Dr helton WA 98584 I (A) CD IV CD NAME OF DESIGNER '+ //�`f ONE 898-2255 Arrow Septic Designs, Inc (360) C0 D NAME OF INSTALLER PHONE o I co Mason County Excavating (360)490-3144 `— I iv PERMIT TYPE(select one) DRINKING WATER SOURCE O RMp Ln.iRESIDENTIAL OSS rr COMMUNITY OSS U.1.COMMERCIAL OSS E PRIVATE INDIVIDUAL WELL ff.PRIVATE TWO-PARTY WELL Z I — TYPE OF WORK(select one) - HP!PUBLIC WATER SYSTEM ff NEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all teat apply) ❑ TABLE X REPAIR I cn SUB ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE ty{;ppMITTALS DESIGN FORM(REQUIRED) IIlG ISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 411/20252 O I 3 BR .18 ac -�t C) I 6WAIVER(S)(IFAPPLICABLE) ❑ YES iJ NO X I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) Go out Hwy 3 and turn (R) onto E Agate Rd. Turn (R) onto E Crestview Dr. Turn (L) onto E I N Panorama Dr. Destination on (L). Yellow sign: "Empire 251" p I 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 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ['COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS COMMENTS/CONDITIONS —t-*- 0 ' 7/C6 QS L._-, G ' . - t -(0 174iiitei ( 1(( i- 3 , ivil-c6P1f ,...1.s . c 5 c- \ I . 0.- 3 - -1-- t 1 /1‘,4t.rq 13 F comp ' � T SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT 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 V/WW(V V li4 N rill's (-W0 1-;), Lb &Nu-Tyco N .4 --1;c THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 6 — 0 2 0 1 7 A design will be reviewed when 3 copies of each of the following are Scaled lbmitted: out sketch,including all applicable items on checklist. Completed design form that has been signed and dated. Y 'd Scaled plot plan,including all applicable items on checklist. Cross-section sketch, including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" PARCEL 1DEN IFICATION ,\ Designer's Name: Arrow Septic Designs, Inc Permit Number: SWG �V�"' � `� Designer's Phone Number: (360)898-2255 Applicant's Name: Empire Home Construction 171 E Vuecrest Dr P.O. Box 241 Designer's Address: Mailing Address: Union, WA 98592 Kelso,WA 98626 City State Zip City State Zip Designer's Email paulaj@hctc.com DESIGN PARAMETERS Treatment Device ❑ Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter ID ATU NuWater BNR-500 U Other Treatment Level(check all that apply): :A p B CI C 0 BLI ID BL2 O BL3 O E El N Drainfield Type 0 Gravity lif Pressure [Trench ❑ Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 40 ft Daily Flow: Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500gal Number 5 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 40 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 6 % Diameter 1.25 in New Slope,If Altered 6 % Preferred manifold configuration used? FiYes 0 No Depth of Excavation Up-slope 12 in Transport Pipe from Original Grade Down-slope 10 in Schedule/Class 40 Designed Vertical Separation 12+ in Length 60 ft Gravel-based Drainfield Required? 0 Yes PA No Diameter 2 in Pump Required? Eif Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Duff. in Elevation Between Pump& Uppermost Orifice 20 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice fftf Higher ID Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.6 gpm Fe Timer 0 Elapse Meter ❑ivent Counter ftPump Calculated Total Pressure Head 23.55 If Timer: on 2 minute ,Pump off 6 hours Comments APPROVED DEC 19 2025 l ei ►�:ASON COUNTY ENYlRON4,ENTAL HEALTH Revised:4/14/2025 `'� RET DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 0 2 1 — 5 6 -- 0 2 0 1 7 Permit Number: SWG dJ 15 CO"4(✓ DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch F Test hole locations g Drainfield orientation and layout Reference depth from original grade: 6d Soil logs lid Trench/bed dimensions and g Septic tank critical distances within layout gDrainfield cover g Property lines g D-Box/Valve box locations Reference depth from original grade w❑ within 100 ft of property and proposed wells Et Septic tank/pump chamber and restrictive strata: within ❑ Measurements to cuts, banks, and locations It Laterals,trench/bed,top and surface water and critical areas 6d Observation port location bottom ❑ Location and orientation of gClean-out location 0 collector 0 Candurtain in drain augmentation S curtain drain and all absorption Manifold placement components Q( Orifice placement Other cross-section detail: g Location and dimension of gObservation ports/clean-outs g Lateral placement with distance primary system and reserve area to edge of bed Other Information g Buildings g Audible/visual alarm referenced Yes No g Direction of slope indicator Scale of drawing shown on scale lif 0 Design staked out fig Waterlines bar 0 g Recorded Notices attached lid Roads,easements, driveways, p Elevation benchmark and relative 0 56 Waiver(s) attached 0 Pump curve attached parking elevations of system components 0 0 Evaluation of failure g North arrow and scale drawing shown on scale bar Non-residential justification 0 0 Eif Waste strength : 0 g Flow D:;�:; VAL -4?.? • ' �:••A The undersigned designer must be notified b ,�, er A 4if. E. allation 56 Yes 0 No y ' °. (- ?.co-LS Signatuc k3cff-`81��,-L`r,--l` tS i SiGNOI r 1 Date exFirirs Wbil' c''D 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: _ `t\ I'�� \Z H(ZS Environmental Health S jecialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health.✓ V 2( + h ` (mi The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I L l ✓ 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. Revised:4/14/2025 --------------- -f V0j.6, par e9Z -•weei sot t ;s,;• MATCH olE :i I q .f dd (1,11.:01:31' ..'::- , k. 3t 1 " tfq+ + z2`1^f. g,, SEC. 2i, T2GN, R3W, W.M. Iy 21• 2s MASON CO. WASH:_ . IC 4 t 26 kf2TlO, 3 ,. 4 , p Y ! c\ .,,ir . — _ O it MA.-,Y !S , \ ii Oglyf .pE\ ... I ,' ss.ryt7. i 4 411Nr / s'eN, --.,, it Z 0 ./ .C• yr- .t �\ • — ,. ♦•�, Ec ---11!!-I!' IS co ,,' H.r CI,'HW' E: j 7., \ • /, '',,,, ' DQ/yE414' ':i 3 I 7 4 `` /r• • \'''„✓ A / I / / Se • - 0. A.' /M•I' L - C.PPPOVAI.S ,' :� rc: 'J ;.i,. G3T .'q A' % I I.f,fr' • S) '^. To, •n t:AM1800 AND APPROVED TH,if-S:R'�6F A D 19_ CQ c / • J{1. - i..+. _. :i/ k• . • COVNTY 'ZS�4=tc_( Y(.L..�rS.� I 4 /EY I ',pit•N . gI / • -I - COMMISSIONERS T i n r•SB I / • - .i7. E�. ACKNOWLEDGEMENT ! / STATE:I NAf M,N 1TCN ' /. • '• �g Fff I.: aE T1s t TAMIN[0 AND AAROY;O'Sf�s-1.iQ1AY OfA.D.,3Y.J J ; �S yj, _ n / __- !OUX11'CI MASON /I.".S• I .N.., cNAI5IMAN,A N CC.PL,Ndi iC4,M:ii1:N THIS IS TO CERTIFY THAT ON TH:5 fs" i\ DAY Or JtEY A 0.'Ski3Olf0:e me THE UNCERSIGAEO. ` A NCTAKY •UA.:C, PERSONALLI A0FIA:ECt. D'cDiCATIOIN lt 1N• 'Arty ADP0.OYtD TH.If�• .�ICg A• �' PL}Y Eta ,N, KNOW ALL MEN BY 0Jo o':PRESEeeSrs;t' VP* A�r — __ THAT we,THE UNDERSIGNED Jacobys.'SYF�o;e.dios15 A' J/��// ;ncorporofcd,A 490009ATIOH og'A"lii0.`4AND / (^L' ROID EA'DINEFR co�,H c,:1 Hi,H.A r4 L :O ME KNOWN IX:STING 1:N0FR ANC SV VIRTUE CI THE LAWS Ae PAE TO Ol SIDENT AND SECRETARY-TREASURER STATE OFWAfHIN4TON,OWNe RS IN'D-F tiI !QF THE RES:ELMIYMLY M THE :CRD:RAT10N THAT 0YEEI,TE0 LAND HMV SLATTF-O,ARM Dkp �,f.tisr4YAHO.n'. E�.r• I TAI.TC C C[RTIVI THAT ALL 1040 .00 900 31:RISI DEDICATE 70 THE U70 De TAO IULUO wR rtR All=. r, .; • nl Rt:N:Af,Lf VILD AGAINST THE DAC OF ATY DES:RIOFC !At SCAEG^1Nri OEDICA::DN ANO A:HNOW:E D4lO:O SSE g0A0S SHOWN MlalOV. O i' THAT THE 1A.0 DECIMATION WAS THEIR FREE AND �. °SPICE,H ACCORDING TC THE 00*04 AND RMCCR?f CS MY VOLUNTARY ACT ANO DIED Of SAID COROCRATIDX AND OFFICE,HAVE DUN FULLY DASD ANO C TCNAPDEC. ON DATA o•orio:MT MR!OW?AUTHOAIl0C TO INCLVY.H4-"�'9G� TAAES. 11E SEW RIM EL SAME AND THAT THE RC IS THE IN W T NESS \NHEPEOF 0A1R cca 00A 10R L ` CSA0CAAT0 SEAL Of SAID LOAPORA:ION. HAS CAUSED NS NAME AND CDRPORAT;�SEA�.TC AE '''''��' � ^ HE:PUNTO PLACED THIS FIR or 084 ono„D,IE•jl�• s• ; RLASUCTA CI MASON COJNTY ! J:.• ' :atmU+i`.i9 WITNESD,,,NAND ANC Oe1ICIAL SIAC THE DAY ANO rCR JOLOby 1 ShoreGrefC 1nGV. R/e0 • Yl:R VAS'00300 WAft FN. • ✓7 N' SKID S R•N�OpRO•:THE REQUEST Cf E i 'fP- > DN• //tYt9ii9L; A-..7S ...N.PA;' . � ",it � 2D�=d-ri'—=-:�elc/ e ......t03O,�T!FN YOLUNE_�:f PLATS,:A4Ms9.7—93 1-• .• ::� '.. WART PI.OLIC Iw?IBC VTR Mt STATL•Of WASH:HD/OH ii 1 RlCSROf a 11610EE CO.,YAsn _ +'. ;''•.Fr. /Za�a« sELRryt ig` e • , AUO^CR IF MAIO:CC. ResImN4 AT '(A e a n A _ . ...._ kyii,ti:...' __ 2e f)-q 50' Sc_' a • e"..31)1 1 Cl 1-1 - 0. ? ,0* 1PkoLs -142 G 0 NS"2 tT t otJ °fin seeP� ")1 1- -02011 01 .4 -3 , ii._— i\---T,E,4* H-60-tk . ______ i Vio 51-OPE ------ ---____-_______--- ---- --_ _.—Niii .-- -- __Ica A.,:-. 1k.j 2,0171.4w CD G T1. 1.-tSi ' --7)./til U,i'-' 1T&,)/1,(7--r)-t4 " MCD - •5 P�` Dom• (5) 3` kit) j Kirt1 2.--1 4131 Fgoec"- D \ q r NO FOUNDATION DRAIN 8' 30' DOWN GRADIENT PRIMARY/RESERVE GRAINFIELD / ,p0-01 ZS dr-i-EA ,f O Audio-Visual Alarm -7 0I rti O ClPanout + 0NuWater 3NR-500 ATU Tank \(3\ic..._ k 4 1,000 Gallon Pump Chamber •• o, "" 0 • 0 O Valve Control Box 4,11,-r�. PAlll A JOY JOHNSON . • APPROVED 1V DEC 19 2025 MASON COUNTY ENVIRONMENTAL HEALTH RET ow 40' VolVe Contrd Box with 125 Bc 1 Valves IJ 1 t:r..1-4j)(4PeRT LINE 1111111111111111.1111111111111111111111111111111111111111111141111111111111111 L • ,..}S t Mi v, 211111.1.11 o• f-ZS 'F-E ED T t • O Po- _r_ 3n' 25.' r_atlral . t. Nk31 spill., 0 4 r �4' ' a ;i2 '' St0U349 Wit: PAULA JOY JOHNSON •• ExP,PES u•<3r\� — 1%71,co---t s Detailed Drainfield Layc TYPE 7O^ Port sc.okx I' • 10 --- 1 F • I I I. I O. Ip 20 Sandy Falter Ferric Loam ./. Cover / FM (5) 40. 1 .25" Sched.- 40 _ateral. s,.• to 2 „ 2-1/2• -- tom' Lateral 12" (8) 3/�16- Orifices C' 60 O.G. tO" ors _`J_ �6. Per Lateral. 1st & Lost Orifice / f '�`'` 30" From End of Trench • jr 36' Screw-0Oa Up'I l Z'/•E s5 Dort. Mow Lateral Er+d o� Drainfield Cross-Section View atop - Clem T° Scale APPROVED Not Cieatart to be fray 0 to.6 holes t:M°M! Frewhed Grade. Mark ends with•Reber. on Out Tote • ° er Bo �m Co DEC •19 2025 Rs„red 1 the End of Lateral To Be 4 PVC Pipe from Bottom of Trench To frishoel Grade. a Cap 'h°li be MASON COUNTY ENVIRONMENTAL HEAtT'' Installed an obae+ra+ia+ Port Anchor RET Arrow, S e p ► :. Design; On d with G -Re, Tee. C ��6 0) 8 9 8-2 2 5 ►ir;n1<,,, of 5 Tote+ Required et System Length Length Orifice # Distance from Distance tfrom I ) Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) ano 1 480 40 60 8 30 3030 30 2 480 40 60 8 30 30 3 480 40 60 8 30 4 480 40 60 8 30 5 480 40 60 8 30 30 Total Lateral Length 200 I 40 I GPM = 23.6 Total#Orifices Dynamic Head Calculations 2 ft. Selected residual pressure: Length (Ft.) #Orifices Transport Pipe 60 40 0.60 ft. Feeder Total Lateral Line Length /-!"' Lateral#1 40 2 42 8 0.15 ft. G r .' Lateral#2 40 7 47 8 0.17 ft. Lateral#3 40 12 52 8 0.19 ft. ?• •�� 8 0.21 ft. :�.-. ... .y Lateral#4 40 17 57 e `r. Lateral#5 40 22 62 8 0.23 ft. ��N? • I .4,J' ` . ` . Total Elevation Lift 20.00 ft. 51 p049 • k ei..: PAULA JOY JOHNSON Total Dynamic Head 23.55 L10.018b'0ESft;NAt"o�wi E's r1 S. . THREADED UNION SEc URED LID WIT' GAS TIGHT SEAL j 24v DIAMETER Aug RISER t SERVICE VALVE° FIRM GRADE -------- ----- - -r ,• .1 ` c' --1--.-_,- To ORAINFIE • �� 1. `-i ; i( IANTI a,ae EMERGENCY STORAGE i • !i i —t VALVE• i j( HIGH WATER ALARM ' '1 `) I f 3ft I ` FLOAT STEM DEPENOEPIT NORMAL TIMER OFF LEVEL ` OR}GHiCf VOLUME f f FOR FLOAT IasowriNG APPROVE' P�AIP � _.iISCIC VALVE SEDIMENT seueouo• �,� — I !• • DEC 19 2025 t ti4 a:t: suesaieRsunz — SONCOUNTY ENVIRONMENTAL .i'-'-'1''''' . l GENTR1FuGAT H • RFT Ernalc.ALI •AS HEEDED WAS chapter 'a5-' C Ord FIGURE.2 by Septic Tanks must meet standa;'ds required cturer must be on Dept of Health list of registered sewage tanks. mania • .Pagc 35 of 65 W A I7f114 Publication#337-022 514t °I 137, 139 Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection Flow-Mate on models 5. For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping _ 5 ?,;;��FEF'0k1dkVCF CU7�E performance is critical, this robust — — •-- „ODE_-..;7,,j,,,;i family of pumps is known for reliability, .\ durability and performance. These j`-� I pumps are especially suited for harsh 1\t\t. 1 ,r.. environments. Zoeller's cool run design eill ..- " C and corrosion-resistant,powder coated 1 ' epoxy finish add up to a long-lasting, 1, g trouble-free product. s IIIAPPLICATIONS: _ • STEP or onsite applications t" s C • Water transfer ,,- ' m • Light commercial dewatering i Z SPECIFICATIONS: .c,,FIs 4 �! r' • 1-1/2"NPT discharge �g ,- , 1 lik • 1/2 HP through 1 HP MADE IN THE USA i • Available in automatic or nonautomatic 11516AlValft6f UMW 1 • Model 137,139,140:1/2"(12 mm)spherical solids capacity with vortex impeller ' y' , ' r a •F ri.1.. • Model 145:3/4"(19 mm)spherical solids capacity with """ ^ .,: ,JI ;.wxay..=. 15265<_ vortex impeller Il 0 151, 15g,s':;-a.:::—::ii -:: cr) cc PUMP PERFORMANCE CURVE I so MODEL 15'052/153 Dose-Mate This is our fastest growing line of effluent ill 14] 45 153 pumps.The 150 series is truly a workhorse designed for reliability under extreme 12- w conditions in an effluent environment. 150 series pump curves cover a wide range = 10_ ss� of applications. They are well suited to 30 applications with low pressure pipe(LPP) z $_ 15t and enhanced flow STEP systems.Zoeller's 25 cool run design and corrosion-resistant, I- \ _ powder coated epoxy finish, in addition 6 20 j to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to 4-1 a long-lasting,trouble-free product. 10- 2 APPLICATIONS: illik s II • STEP or onsite applications 0 r 4 f MADE IN THE USA ' 10 20 30 40 50 60 70 BO 90 180 • Light commercial dewatering 6Sl9G AWAR Of Ili 091111 GALLONS I !r� SPECIFICATIONS: r "n"s a aa__*, I0,_� PEAMINUTEE 9 320 o o °' i 1 FFLLOOddYY��ff ri TE • 1-1/2"NPT discharge Q • 3/10 HP through 1/2 HP DEC 19 2025 • Available in nonautomatic or with a variable level piggyback mechanical switch MASON COUNTY ENVIRONMENTAL HEALTH • 1/2"(12 mm)spherical solids capacity with vortex RET thermoplastic impeller For more information,see Technical Data Sheet FM2784. ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 9 9 / 9.2., DUAL PORT AERATOR WATER11GMT — LID VENT(typ) RISERS(iYP) \ rd `l l 1 1•PVC(TYP) - rP MASTIC r, 7-r o 1 36'MAX 1 Err 112'PVC r' r, AIRUNE1 2'COUPLING �� \ ti j 1L 4 iir SI — L - 1.—� 1 &REDUCER 6" • ' �c ` --1 f • sue r'"". l rt 2'TEE 1'PVC SLUDGE 12'I RETURN LINE i 2'PVC 11 I — ` 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.I 65" 58' • 54' ° ° ° 1'X 112' '� °I ° TEE o ° ° ° 0 . T • PROVED ! ,� • AP • •<DIFFUSER BARS(2) DEC19 2025 •o PARALEL TO TANK WALL I NIA.hF AL SLUDGE RETURN 4_,,,____ — ti!x V1�C�W-d' 50tv�Cbfi-ii Et: -714 RET / / is-TAPER SIDE VIEW =1.4» STONE-FREE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls tc 1 foot larger than tank on all sides. 2)if bottom of hole is stony,install 3"of compact sand&level 4" 9'-2 4' out with screed. 3)Install tank in center of hole,keeping 1 ft.void space on I ILBt. • 1 all Sides. I 24'RISERS t rYP) 2a'BLOwEr R I 4)As tank is filling with water,fill in void space with compact OUSING! 1 \ N TOP OF u T granular(sandy)soil free of large clumps of clay. I \1 I 5)Install rest of system,&affix risers to acapters with I 1! i I waterproof adhesive. [ ' I I i I ] 4 I ' 6)Perform watertightness test in field as required by local jurisdiction. ,i �12'RISER I; 7)Upon approval to backfill,carefully backfill with native soils over top of tank. I TRASH CHAMBER i I DIGESTER I I C'A Faj i 8)Final grade the surface to avoid chanelling surface L __ J I __J water toward tank. y TOP VIEW r=zert • AEROBIC TREATMENT TANK DETAIL FOR _.. t47 .i NuWATER BNR-500 TREATMENT UNIT (,;' + ENVIRO-FLO, INC. REVISED' Wastewater Treatment Technologies 3/01/12 :,m."".11!.."�......"•::--` P.O.BOX 321161, Flowood, MS 39232 (877)836-8476 (601) 845-4716 fax scA SCALE : 1" = 1.4 ft. www.enviro-Bo.net � 6'- ---N Nup Anfatilr� �.,dvo ncod Tr� raenf crtr �ystgwroa ero-rto.Imo Lty F � iz ,J �\ I T I `) �r 6 '' _ <<+ r► r O u I c• (I) • A v IV Of:. Sf ii to p\1 tillDEC 19 202'" o e's +r� *` [} "ItASON COUNTY ENVRONME TAL ' • •f•" • .- RET �' PARTS LIST NuWater NR Assembly Diagram I I A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(2) N 47 B.3/8"RUBBER 90°WI CLAMPS(2) N.1"PVC(3 12"SECTION) C.3/8"BARBED ADAPTOR X 112'NPT(2; O. 1"SLIP CAP111 D.1/2 SUP X 1/2'NPT ADAPTOR (i) P. VS'CLEAR PVC HOSE(OPTIONAL 5'; A E 1'STREET X 1?NPT BUSHING(3) O.112'PVC PIPE(BY INSTALLER) F.1?'90-ELBOW(3) R. 1"PVC PIPE 93Y INSTALLER) IC 9 G.1^X 1"X 1/2"TEE S.T PVC PIPE(BY INSTALLER) [r],?H.,"90°ELBOW(3) T.1/8"BARBED ADAPTOR TO 1/4"NPT(2)H. :.T X 1"BUSHING U. 1/2"STREET X Ur NPT BUSHING{2) J.2'SANITARY TEE V 1/2"PVC COUPLER(2) (y K.1'PVC CROSS W.2"COUPLER(BY INSTALLER; L.1"COUPLER(BY INSTALLER) Revised 2/25/12 aaf3- 9 CI>vutcu Septic De/sign/3, . tic. •'s, NuWater BNR Pretreatmentt r' INSTALLATION & MAINTENANCE . : • P ' . 5100349 Pressure Distribution Systems 1 0' PAULA JOY JOHNSON \l " 1. Install Laterals with contour of the ground. ExpiREs 2. Install trench bottoms level. «'10�Z5 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. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be 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 laterals and manifold with orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure 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 reiuireol peration& Maintenance on your NuWater pretreatment system. r` DEC 19 2025 `� MASON COUNTY ENVIROh',MENTAL HEALTH RET