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HomeMy WebLinkAboutSWG2024-00015 - SWG Application / Design - 1/10/2024 MASON COUNTY 415 N 6TH STREET,SHELTON, ,E 98584 SHELTON:360 427-9670,EXT 400 3 :: ;; BELFAIR:360-275-4467,EXT 400 !". Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2024-00015 APPLICANT TRIPLETT DEBRA L Phone: Address: 13330 LESTER RD NW SILVERDALE, WA 98383 OWNER TRIPLETT DEBRA L Phone: Address: 13330 LESTER RD NW SILVERDALE, WA 98383 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 3770 NE Bear Creek Dewatto Rd Primary Parcel Number: 123065001002 Permit Description: New SFR-3BR Nuwater Permit Submitted Date: 01/10/2024 Permit Issued Date: 03/06/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $540.00 (additional fees may be required upon installation of system). Permit Expiration Date: 01/11/2027 (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/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED: MASON COUNTY 1/ 0 1 �-O ,- a › ! :: COMMUNITY SERVICES AMOUNT ECEIVED: f RECENEDBY rn Public Health(Community Health/Environmental Health) R. CA 760-427.9670,crt 430 or 360-275.4167.eR 400 SWG '^1 ///��� 1 1 415 N.6th Street-Shelton,WA 98584 S /{,I( ., /O 1 1- - / `j'� l 5 O 79 �J Y Y V /V'7l_ QJ�'-1 IV1VU Z u> ON-SITE SEWAGE SYSTEM APPLICATION › D 73 m n APPLICANT oN KE m Debra Triplett (360)710-4488 z MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE c2o g 13330 Lester Rd NW Silverdale WA 98383 En SITE ADDRESS-STREET CITY ZIP CODE 3770 NE Bear Creek Dewatto Rd Belfair WA 98528 - I NAME OF DESIGNER PHONEcT I N Arrow Septic Designs (360)898-2255 NAME OF INSTALLER PHONE v I O.) PERMITRc4 TYPE(sele one) DRINKING WATER SOURCE W COI O ,RESIDENTIAL OSS CCOMMUNITY OSS COMMERCIAL OSS dqp PRIVATE INDIVIDUAL WELL �PRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) (.,.r PUBLIC WATER SYSTEM I fif NEW CONSTRUCTION/UPGRADES 57 REPAIR i REPLACEMENT OTHER DETAILS(select an that apply) 0 TABLE IX REPAIR I (71 SUBMITTALSMI! 0 SURFACING SEWAGE El EXISTING FAILURE El SHORELINE EZDESIGN FORM(REQUIRED) IifSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE O I O 5WAIVER(S)(IF APPLICABLE) 3 BR .65 acres o I DIRECTIONS TO SITE AND SITE CONDITIONS'(ex locked gave) — I O Go out Hwy 3 toward Belfair and turn (L) after Dairy Queen. Continue straight onto NE Old > I Belfair Hwy. Turn (L) onto NE Bear Creek Dewatto Rd. Destination on (R). Yellow sign: o I o 3770 -1 Ic) Ni SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE 0 COMPLAINT 0 OTHER: `Lb INSPECTOR SOIL LOGS COMMENTS I CONDITIONS /(v �Il .✓2cf >P / G' N v J 1 8 RECORD DRAWNG AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY $e SAND L=LOAM Si a SILT Co CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. ECTOR SIGNATURE DATE APPLICATION EXPIRATION DATED ICATION APPROVED!ISSUED BY DATE T IS INO MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12 712015 t DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 3 0 6 — 5 0 — 0 1 0 0 2 A design will be reviewed when 3 copies of each of the following are submitted: 0 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 ma be scanned and available for public view on the Mason County Web site.Maximum r size: 11"X 17 �`+ AM..;.3� I.; IYa:..i,: .nno-a3ir:F.nKfiC.WK'... v.:... l. ..ai-.,,;L � .... n w -. ''.- ._,. �... ;: Permit Number: SWG .0) 14—.Q 00 e 5 Designer's Name: Arrow Septic Designs,Inc Debra Triplett Desi er's Phone Number: (360)898-2255 Applicant's Name: >� Mailing Address: 13330 Lester Rd NW Designer's Address: 171 E Vuecrest Dr Silverdale WA 98383 Union, WA 98592 City State Zip City State Zip WZ-.;", .;•�.xar •-... .., ._, - _DEfilGNxPARA1►'11E'fERS •, • Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type: 'Aerobic Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: 500 gallon pre-trash tank Drainfield Type ❑Gravity WI Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length (1)20,(1)30, (3)50 ft Daily Flow:Design Flow 360 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 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? lr'Yes 0 No Depth of Excavation Up-slope 11 in Transport Pipe from Original Grade Down-slope 9 in Schedule/Class 40 Designed Vertical Separation 13+ in Length 200 ft Gravelless Chambers Required? ❑Yes ❑No 'Optional Diameter 2 in Pump Required? af Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 1 Diff.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 liti Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.6 gpm giTimer 6'Elapse Meter at Event Counter Calculated Total Pressure Head 25.15 ft If Timer: Pump on 2 minutes ,Pump off 6 hours Comments PPRO AV E i^N , T Zu14 '' \ lt7 �tINTYENVlRpNMENtq�HEACTh Jaw i DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 3 0 6 — 5 0 -- 0 1 0 0 2 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch le Test hole locations lid Drainfield orientation and layout Reference depth from original grade: lig Soil logs lt Trench/bed dimensions and it Septic tank Property lines critical distances within layout 6/i Drainfield cover Existing121 and proposed wells [� D-Box/Valve box locations P P Reference depth from original grade within 100 ft of property Iii Septic tank/pump chamber and restrictive strata: 12( Measurements to cuts,banks,and locations Laterals,trench/bed,top and surface water and critical areas 12i Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption It Manifold placement 0 Sand augmentation components Fil Orifice placement Other cross-section detail: lid Location and dimension of Et. Lateral placement with distance i 1 Observation ports/clean-outs primary system and reserve area to edge of bed Pi Other Information Buildings g Audible/visual -,•A� referenced Yes No Iii Direction of slope indicator Ig Scale of draw'. : i on scale It 0 Design staked out(2011) g Waterlines bar 4, 0 i 1 Recorded Notices attached It Roads,easements,driveways, t , •0. .,ye.. �( 0 Er Waiver(s)attached parking'_` y.- b.. RI 0 Pump curve attached lil North arrow and scale drawing �f N ' �� .,II }. 0 g Evaluation of failure shown on scale bar ' s,4:ae Non-residential justification PAULA JOY JONNSON ' 0 11 Waste strength ..... "iCtWSt•15 iGN�tt" ........ a " •. 0 It 'Flow EXPIRES .: DESIGN APPROVAL The undersigned designer must be ,ed Arista er at time of installation It Yes 0 No 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 o if regulations: •eh () Lz I- (l - � Y Env ron• .1 Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I — !l —ca 2 7 ✓ 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. 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':' • : , V.elPiller *.:. • PIS/ r: • . 41.ili. h . .:f ‘,..‘...,*(01!1 , ikaZkb/!11 ' V t',. .., . • • • :1•1120•1 0• . • • Z.k i.•:' •, i ii•k.'it,W \ A.P•41 4i • ••. . -- --,e•afitil i leit3i;ttle. \\/ ,e-1: '•. •., 'Ht1, • .o, , .IA10:14114111. \..•I' Nlkig 1.11.°./..' • • . 4!“k1. 0!h-t1-i tt1.... ..s.'':..7'.1,.,.A•1..,...-:',... • • ..: - "2 / . 441 „ON„vt.N. 1 7 2024 Tili.:16EN. VIRONMENrAL HEALTHll''. ..,. . , • .....///,' : . .., i 1 . • • ..,,,.. .t ..,.. , . . t..., . JAN 4i'y , Jew 2.4tt 0 NI i/ 4/j i I SCNIL- \< \'' i c ,...c .,c ,90 gd pr-r t5q Sv�back4 _ DEB?k 1R\?\-.��� /...:14%-i4.:t r Ar..F,'•- -!.:.50ty 50-°I00.2)T�li '\i; .F.}\R rtC.i;vaN1A~10 4V It. . • ar: 1: --..,P). ,' 51G03d9 y-$: PAULA JOY JOHNSON , tom'li(: Sf=t5 sr fc.fc. i . C}PP-Gu= i" 50. i5 ;oe Pre-Trash v\leLt. gar k°{� 0 • �.J l ��`, •�1 p '"mom • � I,OCiQ Crailfln?��_ WELL �\ , , L: %,, �6� V2 ve Ce�'�'a: x HOchE � �J . ' ".3 • 0 Solids P;cmP :n Bas;rt : ,v L ca - -22)"c,s ;-. t'Ago il_ ( -L- -;-- -J.__ ±._ /' 1 (5 se)-A Loy,- g-e-A, \•\A-CeP-4\ C'°- '''-`''S?"`"-.1214..- �, R\J 2�. ? Q w� G Zat-t - cc 2"1S a,a•c, �T-t`�-t� 0 - l 0 4. v r r r 6 ,..- _ o I 'i (.3) 31x50' Pr, vrtar - — `Q Dslt•;F1c�V p F. Tieev,cQhes @ �a \C C.C. 4-0 i `� 1 )e5e-' Je t Oc `'� TR- -Li. peen ' A A ;0 iV. 40e N E 8aP.2 G2-ficK 7E1.p—1-0 Qp J ,. V�_ S �, . MASON COUNTY ENVIRONMENTAL HEALTH 11)f *f` 'r;e-mil \ladVrt. Q Ol &ox w e .k A j" I, 2s- f eep(e✓ / J (ne5 0 /- /.2 0 3 l' i 3z.-_,s , I 6/ .111,1 -----Clrec2--Q- \ . \ 4:0L(c.-zsz / q 711111111111111111111111111111111, TfcreAL o enrcr.r � a , 4ft4 (a V -SZ- O St (o` iS.1 Z.- 01 Tim\ t Na - "_IZ" Note: (Typical Trench Layout) 0=Observation Port-to be 4"perforated 4�',L'�Z`� o -l zS"�+�•� PVC pipe from bottom of trench to finished G�•' �'Q^�' 1,, b l�r grade. A removable cap shall be incik.11ed on observation port pipe. Glue"T"on bottom 4 so pipe can't be removed. � Minimum of,5 in system,at end of each trench. e' >1 Laterals are to be centered in trenches. t3! A pPROVE 'le‘ ' pice��- e�- cetss_ c;� �,.`. MASON COUNTY ENVIRONMENT fl f' . °y. ``� h AL EA 9 /C. fir, J B W /•- 1 5 CSC-Q Q. \ _ -' i '>: `��� 57. 344 -......6 ' < < c Q PAULA JOY JOHNSON '•' l 4 %'O iimillsomalmammolor Length Length Orifice # Distance from Distance from Lateral # (In.) (Ft) Spacing Orifices Feeder Line (In.) Cleanout (In.) 1 240 20 60 4 30 30 2 600 50 60 10 30 30 3 600 50 60 10 30 30 4 600 50 60 10 30 30 5 360 30 60 6 30 30 Total Lateral Length 200 Total#Orifices 40 GPM = 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 200 40 2.00 ft. Feeder Total Lateral Line Length Lateral#1 20 2 22 4 0.02 ft. Lateral#2 50 7 57 10 0.31 ft. Lateral#3 50 12 62 • 10 0.34 ft. Lateral#4 50 17 67 10 0.37 ft. Lateral#5 30 22 52 6 0.11 ft. Total Elevation Lift p p R 0 V E 20.00 ft. Total Dynamic Head D LID WITH ��' �.' '"t THREADED . 7DIAMETER 14 MASOPIONlif MOOR NME HEALTH SERVICE BVV VALVE• FINISH GRADE __..;a Il — s ' FROM SEPTIC r IS — _ rI . 'J -- 1-:—.•TO ORASKFIELD • TANK 1 I_ EMERGENCY STORAGE t. ANTI SIPHON - - ,�_ VALVE • HIGH WA 0 — LEVEL "tom l `/ . .. - ..- off LEVEL FLOAT WORKING VOLUME T_ STE Aie ,• + — FORe -� l MOUIflNiG OAT /� ( ENCLOSED PUMP `-"Q _ __ C VALVE•• 4t os 7V .R` �.� SEDIMENT SHROUD• --1�an.: 7 , ._ • 41 • Jl r 'v n u l l SUBMERSIBLE siouaas . `t� SEDIMENTS l� ( CENTRIFUGAL •• PAULA JOY JOHNSON c PUMP zcrcIxrs�bbt .��..�a:. .�'-- . -cX .b PUMP CHAMBER oca+�s i �� frypiCAL . 'AS NEEDED Septic Tanks must meet standards required by wAC chapter 246-e Ztanks and FIGURE 2' manufacturer must be on Dept of Health list of registeredsewa g • O PaQe 35 of 65 7 137, 139, I .Y__ • Bronze construction available(139 series) 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 _--- i _ PUMPPERFORMANCE CURVE family of pumps is known for reliability, durability and performance. These , - n 11.11.111111MIEll pumps are especially suited for harsh g .70 ,.��..... environments. Zoeller's cool run designp En .a.u..... and corrosion-resistant,powder coated ' a °° IIN■■■IM■•■ C epoxy finish add up to a long-lasting, . E trouble free product. _ • x � •�„1■11■■■■ ,........ m APPLICATIONS: b ■.,,,■■■■■■ -r1 • STEP or onsite applications ' ■.■`■■.■■■ C • Water transfer !., 11.1111 ,..... m • Light commercial dewatering = Z e n ..■.'0,11111.. SPECIFICATIONS: r� • n 611191=11111.11 • 1-1/2"NPT discharge 6:, �! ■■.■■�,`■■ • 1/2 HP through 1 HP MADE IN THE USA �■■■„■"■ • Available in automatic or nonautomatic USING AWJORIIIOEUSCONIEir s • Model 137.139,140:1/2"(12 mm)spherical solids 11.111E1111..®® capacity with vortex impeller •< S 3C 0 0 C n C c '00 O. • Model 145:3/4"(19 mm)spherical solids capacity with LRE.5, K. NJ vortex impeller ROJ _AYM,E .52656 2 U PUMP PERFORM CURVE 'mow-'mow-Dose-Mate oY ,�a1Q•�� 50- MODEL 1 /152/1 3 This is our fastest growing line of effluent ta- 45 153 pumps.The 150 series is truly a workhorse designed for reliability under extreme 12— ao conditions in an effluent environment. , 150 series pump curves cover a wide range - W 10-1 35 152 ' of applications. They are well suited to 130 applications with low pressure pipe(LPP) and enhanced flow STEP systems.Zoeller's o 8-125 151 IiI cool run design and corrosion-resistant, P5 20 powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor is and non-clogging vortex impeller add up to 4— a long-lasting,trouble-free product. 2- APPLICATIONS: ��,Jl�� 5 • STEP or onsite applications o- MADE IN THE USA 10 20 30 40 50 60 70 so so 100 • Light commercial dewatering USE AILUOIIROEUSOOINFIT GALLONS SPECIFICATIONS: r,,, LITERS o 40 60 120 160 200 240 260 320 360 • 1-1/2"NPT discharge PPROVEw UTEo,ascaAci • 3/10 HP through 1/2 HP © f • Available in nonautomatic or with a variable level et JAN 1 7 202 piggyback mechanical switch I '�! ! 'T • 1/2"(12 mm)spherical solids capacity with vortex MASON COUNTY ENVIRONMENTAL HEALTH thermoplastic impeller For more information,see Technical Data Sheet FM2784. J BW ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 9 k0 • 154a- ad NVIh213UVii SIN 31VOS 6992-289 i09£) :X1;03 899L-L89 (09E) 3NOHd -1\'23'0 *iO996 VM'ONf?OLlJ 3 LLLV&L&OE XO8 O'd w 9Se-il %JU 'A9 a G O 31d� 'OM JN12�83NION2 )4 aSC:Rt2. ;l4EV9 �i y e 8 , SO u.i z! ,3 t�# ' •64 i t% !f-J-° 1`1 ua3Zi3 Yisp V.c; �_ i� n. ! K ti iV 1 _ -i j 1x � x-f. -^ _ �3 ! r f l ( 1 k•8 1 t`� =Y<,p 7t CE y� t .• Lam, . 1:.v e"nr SY '7N�.i:`a I rw.� i x n 1v ik S _ J C BAN ;.., M4s0 ' 7 20 • 24 � ' , NCuNTYFNVI a ?gz .IeRONMENrkit ut• ty a V" „n cz ' ! s ry y a z � 3 dA i z .a40,> e_,:,ia ir ,.-Sllil 1.0 ,t1s.n.4 , ,.. .5'� y < v :\ „:1a§ .1,g,-! g I • • 5.?J;4 8 t-.A,r,l..tv-, - 446 I\ O x�z T vatSi 8 I2� ? I L <ig'"� < Y V A S Y aC V f : ono ail . I ..5zr. ,n z o7x�x � �a""mot ` 3 Y K g_ _ - e i _fv t S'i: 4!1,9moo h�«21 !` t: -6_ M I $. J _Y�`d ;3iwr•ib7 ?t _ :c: f4=`M� I '"" ' / 9'-7 WATERTIGHT LID VENT(tYG) DUAL PORT AERATOR--,, RISERS(TYP) II l 1 �' ,rT 36"MAX CI 41 7-1'PVC(rYP) 5 il _ } AIRLINE MASTIC Q ' - 2'COUPLING I I r ) &REDUCER C' I Ir TEE 11 PVC SLUDGE Y I 12" RETURN LINE • 2'PVC --/ ? I _ \ i TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING CAPACnY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS FLOOD:191 GAL' I 65' i 58• / \\1 i SW 54' ) ! Sr f I 1 36" ee ee o r 1'X1/2' PPROVE : e � a 407// TEE U24 `i JAN 1 7 1 - I S • --DIFFUSER BARS(2).�1i ONCOUNTYENVIRONMENTALHE T �. PARALELTOTANKWALL , `• 1. J p W SLUDGE RETURN '1T— !� •• j // 1.5 TAPER SIDE VIEW 1'-1.4 p STONE-FREE NATIVE SOIL OR COMPACTED SAND INSTALLATION INSTRUCTIONS OVER STONY SOIL 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&level 1 — 9'-2' A' out with screed. r_——-- — — — _ -- —, „- 3)Install tank in center of hole,keeping 1 ft.void space on , all sides. I 24'RISERS IIT t P) 24' OwER 4)As tank is filling with water,fill in void space with compact I 1 ()USING CAST granular(sandy)soil free of large dumps of clay. i •I I . TOP OFL/ 5)Install rest of system,&affix risers to adapters with I waterproof adhesive. C ( I I I i 3 4.-8' 6)Perform watertightness test in field as required by local jurisdiction. II �� PI j 7)Upon approval to backfill,carefully backfill with native I I I 1r LASER I I soils over top of tank. I TRASH CHAMBER I I DIGESTER I I cL 111tElER1 8)Final grade the surface to avoid chaneiling surface L_ _ -----I I --j water toward tank. J` TOP VIEW 7'a 28ft AEROBIC TREATMENT TANK DETAIL FOR NuWATER BNR-500 TREATMENT UNIT l,`' ENVIRO-FLO, INC. REVISED: - ,� Wastewater Treatment Technologies 3/0 1/7 2 a°.�:• =t=-`^...r..�* P.O.BOX 321161, Flowood,MS 39232 (877)836-8476 (601)845-4716 fax scale:` www.enviro-flo.net ►, — I 1 ' ' 6610 INI V1ø! Lrns BY £nvlro-Fto.inc �� N. \ '� t r I. .�' ° I ms Q. 4 Si00,11, •••ilk Jr fr, L© � „ f. ilk-® fig yiNyie H A o lf:c I K 1:* 4j O.ZIIP di ti, '' k Via, tO _,,,..., I" Z1 i E 11, dra 0 % ir w rilr co 1000,10 410 4.' ,.r v-. Li 1.7 �IR�NM� i ij► s,,EN rvk. }vy 3gV� �� wo i PARTS LIST NuWater NR Assembly Diagram I'' A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(Z N ("4 B.3'8"RUBBER 9C°Wi CLAMPS(2) N.1"PVC(3 1/2"SECTION) IIII C.3/8"BARBED ADAPTOR X 112"NPT(2( O.1"SUP CAP 01 D.1/2'SUP X 112"NPT ADAPTOR P 1/8"CLEAR PVC HOSE(OPTIONAL 5'; O E.1"STREET X 1/7"NFT BUSHING(3) O. 1!2'?VC PIPE(BY INSTALLER)7- giro' 1 it 90°ELBOW(3) R.1"PVC PIPE(BY;NSTALLER) G.1"X 1"X 1/2"TEE S.2'PVC PIPE(BY INSTALLER) ii H.1"90°ELBOW(3) T.1i8"BARBED ADAPTOR TO 1i4"NPT(2) Liz__,(:?' ~ 2"X 1"BUSHING U.1/2"STREET X 1/4"NPT BUSHING(2) c J 2'SANITARY TEE V.1l2"PVC COUPLER(2) < 1"PVC CROSS W 2"COUPLER(BY INSTALLER; L. 1"COUPLER(BY INSTALLER) ' Revised 2/25/12 9 cl0