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HomeMy WebLinkAboutSWG2023-00325 - SWG Application / Design - 8/4/2023 MASON COUNTY 415"6THELTON:SHELT967 ,EXT 400 J THSTREE STREET, ON, EXT 400 r.4 BELFAIR:360-275-4467,EXT 400 V Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00325 APPLICANT EXODUS ACRES LLC Phone: Address: P O BOX 76 ALLYN, WA 98524 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: E Fox Ln Primary Parcel Number: 220035000007 Permit Description: New SFR-3BR Nuwater+Pressure Permit Submitted Date: 08/04/2023 Permit Issued Date: 10/19/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional lees may be required upon installation of system). Permit Expiration Date: 08/22/2026 (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 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 ANO 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. - OFFICIAL USE ONLY oMASON COUNTY CATE D !� �a� c N COMMUNITY SERVICES �ay """` �(� o CO PUMkMMh(Communin RonNEnnronmenlal Health) Am W O .,,.a,„�360.427.9670.e den.A�.aar S G 2a)�3 - 00325 = y ON-SITE SEWAGE SYSTEM APPLICATION n mn 3 z m 0 APPLICANT PHONE m r Exodus Acres LLC 1 Thomas Wolter (360)200-3325 I 3 MSILiNGAODRESS STREET C.TY STATE LP CODE P.O. Box 76 Allyn WA 98524 a A SITE ADDRESS-STREET.C.T'ZIP COPE E Fox Ln Shelton 3 WA 98584 m I Ni NAME OF DESIGNER =ENE (p IN Arrow Septic Designs (360)898-2255 co NAME OF:NSTALLER - `._ , " , o lO South Shore Construction ; (360)275-0818 „`-, o PERMITHypo(aelea o,zl D ER SDLRCE - a RT' pRESIDENTIALOSS LJ:COMMUNITY OSS r]COMMERCIAL OSS 5 PRIVATE INDIVCJAL DELL 5 PRIVATE TWO-PARTY HELL Z I w or TYPE OF groan[seren me, PUBLIC WATER SYSTEM g NEWCONSTRUCTION I UPGRADES fL REPAIR r REPLACEMENT OTHER DETAILS. :ee alnaraAP.l 0 TABLE IX REPAIR I " 1 � SUEMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE CO 5 wAI N FORM( OCABLE sEPnc DEGIGN(REQUIRED) aEDRc°uB 3 BR LSGRE IO OTWAIVER(S)(IF APPLICABLE .51 acres o 0 DIRECTIONS TO SITE AND SITE COR1TINS (PC.tekedgam) Take Highway 3. Turn right onto E Pickering Rd. Turn left onto E Harstine Bridge Rd. Turn I O left onto E South Island Dr. Yellow sign with "Accurate Development"on it will be on the o I o left. —1 I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST ROLES MUST BE FLAGGED Vain TEST HOLE NUMBERS. I - i OFFICIAL USE ONLY BELOW THIS LINE L PGRACE/FAILURE SOURCE am reporting purposes) ❑VOLUNTARY C MA'NTENANCEIPUMPING 0 BUILD NG PERMIT QHOME SALE 000MPLAINT 0 OTHER Int,, IL LOGS COMMENTS'CORM-OHS 11 - U, ) dK 1 -) - 3GL L 5 • RECORD DRAWNG AND.INSTALLATION REPORT SOIL CODES: v-VERY Or'=GRAVEL LY S=SAND —LOAM SI=SILT C-LEY E=EXTREME: E-ROOTS I REDO REC T➢R=NAL APPRGVA_ ECTOR SIGNATURE DATE I AGPLIL J E% !An.\DATE yrn/Jell(OQN iVOgAi ON - O ER ISSUED En. DATE r�i, i MMAY BE SCANNEDANDAVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED ran0vs DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 0 3 — 5 0 — 0 0 0 0 7 A design will be reviewed when 3 copies of each of the following are submitted: r Completed design form that has been signed and dated. 9 Scaled layout sketch,including all applicable items on checklist r 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 payoer size 11 X 17 " '' aR -.�r.r^�#l��h2 ,1 -ViD (-2 .. ✓.•s. ,s: .a e .,. Wk.*P4 E ". 33 ., ir3 ?. •*Permit Number: Y SWG 2O d-"J- t O -L Designer's Name: Arrow Septic Designs,Inc Exodus Acres LLC Designer's Phone Number (360)898-2255 Applicant's Name: 171 E Vuecrest Dr Mailing Address: P.O.Box 76 Designer's Address: Allyn WA 98524 Union, WA 98592 City State Zip City State Zip :pnJu , s,..,..,,,ww Pitiak Treatment Device 0 Glendon Biofilter ❑Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: .Aerobic knit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other: 500 gallon pre-trash tank Drainfield Type ❑Gravity Pressure GiTrench 0 Bed 0 Sub Surface Drip Septic Tank]Drainfield Specifications Laterals Schedule/Class 40 3 Number of Bedrooms 25 ftDaily Flow:Operating Capacity 270 gpd Length 360 gpd Diameter 1.25 in Daily Flow:Design Flow Septic Tank Capacity(working) NuWater BNR500 gal Number 8 Receiving Soil Type(1-6) .06 Separation 5 ft Receiving Soil Appl.Rate 4 gpd/ft' Orifices Required Primary Area 600 ft- Total Number of Orifices 40 Designed Primary Area 600 ft' Diameter 3/16 in Designed Reserve Area 600 ftt 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 2 Diameter 1.25 in New Slope,If Altered 2 °o Preferred manifold configuration used? Li Yes 0 No Depth of Excavation up-a°pe 20 in Transport Pipe from Original Grade noa,,.slope 19 in Schedule/Class 40 Length 100 ft Desired Vertical Separation 16 in Gravelless Chambers Required? ❑Yes 0 No FifDptional Diameter 2 in Pump Required? FQ Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation90 gal Between Pump&Uppermost Orifice 5 ft Dose quantity t,000 gal 2 g Chamber Capacity(flood) Drainfeld Squirt Height/Selected Residual(head) Pump controls:Please check those required. Uppermost Orifice gather 0 Lower than Pump Shutoff Timer G�Elapse Meter G'CEvent Counter Capacity @ Total Pressure Head 23.6 gpm 2 minutes ,Pump off 6 hours Calculated Total Pressure Head 8.42 ft If Timer: Pump on r 7, 2li ,_ r . Comments " " DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 0 3 — 5 0 -- 0 0 0 0 7 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Fg Test hole locations Fig Drainfield orientation and layout Reference depth from original grade: t Soil logs lt Trench/bed dimensions and Sig Septic tank critical distances within layout 64 Drainfield cover Sg Property lines Hi D-Bow'Valve box locations ❑ Existing and proposed wells Reference depth from original grade within 100 ft of property Iii Septic tank/pump chamber and restrictive strata: banks,and locations Laterals,trenchbed,top and ❑ Measurements to cuts,surface water and critical areas It Observation port location bottom 0 Curtain drain collector ❑ Location and orientationl of 10 Clanndt n 0 Sand augmentation curtain drain and all absorption � Manifold placement components It Orifice placement Other cross-section detail: it Location and dimension of Hi Observation ports/clean-outs El Lateral placement with distance primary system and reserve area to edge of bed iit Other Information GI Buildings Sg Audible/vis .0.4.1 i referenced Yes No it Direction of slope indicator ligScale of dr 1 ':\-Y on scale It 0 Design staked out Ade❑ Waterlines bar a ❑ Iig Recorded Notices attached / •e'e(1 ❑ [ig Waiver(s)attached it Roads,easements,driveways, �-`4 �` J 0 curve attached parking g ' •o it fS`.p,NPump :; AP.2 0 Gif Evaluation of failure It North arrow and scale drawing .=r� e1go349 shown on scale bar i2' PAULA JOY conu56N'1. Non-residential justification , :L.. � ICl7J5k.OtiE5,ONgp' t 0 !ig Waste strength «< �Rk s aVe ''ss--4 ❑ is Flow DESIGN APPROVAL The undersigned designer must be a'fied;instal rat time of installation Et Yes 0 No tirog 1 L.3 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-site regulations: � jG. l d -r4 z 3 vi Q - vital Health Specialist Date CAUTION: DESIGN APP'OVAL 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:_ ( a— —...,2 Q1 if 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 sit vdated Date: 12'72015 ec tYi 3 13 4 �� � ''/N` ab� a 23° Yi ' 3�41 �' 3 41 / 0 2 q Sx i �,A} 2 7 a1 Io l .A a e ' sl 8 y z=it, 8` �y� ... 2 ,kiE { t,' l�; Sig anY w Yn1. dt ° s a. F e F2.. i 21 1 S i�444. l 'O 3 k r xS 4 Tq ' i �i o �'( ,j I{ N m aA i� ':.,‘-it e 1, S x a :. ,. vqr s/ r aC y.J? 1s2 de43YJ E r 3 A a ° 1 3 '.,� • �YYI$ I' iYr a K Id qc �� �` _ a >�j� 3 a-te iaa Ix',�la i 1a�'� W i/ /� 1 r . a > iaNaei " '1 � .., a� - e �. 1di e ° 1w : x6 y r— /� I e �-- Pq,,,88 1Fi88 azig e,1818 18 1 4 [ : 1': r • er,; ri 1? d iad Base aFAS kJ _ y fr - la a r� �� W� ial x0 2i �.m5 '� 1 ^ x i as i��a t: la 'IL �2 y »,. i =qq a .m'� q Ja 445 1 � r ly; a7 y.�Jr.. PN zhl QC o al i s, sa 4 s 88E 58 Fa a8a88 i a �,aLaeaxs�l 31iHarSl`�, ? :_ i n I 1 vl'� Fi 31i@Fib k$51 i�" F��"" 4 RE 4 AppRovE ,w� OCT 19 2023 V JByg SGALE;• \"=30 a FAX LN o5:, . w R tCC 4�.wN — — — • `Kodus �s ZZC — _ / 90 PARC.�I.ii"2- "-5C50'OOQO1 2v$_ov__ ' �r m E ��Y. L-FNe. k —_ tat_ (g)"3 x 25' 1 9 z'tat /� n��es @m reserve, abo�� below 1 2,_8 i AB' a L=TEs1l-\OLE 3�; ,A�LF� \ #tl^'0"3l9"k-iflt loamu Maui""`" a sand rootS_ • }to Ml ct *�..'O-fl2 so"nd loan o / H dlsh "�b4J ii- �o' fl L ois �4' X '� r { - 00."' 5 Sand w root e �. Fu+u.—e D = kev: r\"-1t YI I• . .. (var✓s< { pit Audio-visual Alarm � 0 V 1 Z O Cleafout NO l w 3 500 Gallon Pre-Trash tank \ O NuWater)iNRS00 ATU Tan csi GCD 1 \ I 3 1,0 00 Gaon Pump Chamb T .J w- ey" 3 Valve Control Box ve'- PPROVE Le,„,,, Use \.\ OCT r92U23 Qy Co-inCJu IVI5 � ',i pr,,, a thiFii ; -1tC1' Jaw Pi PAULA JOY JOHNSON t4• 1:1C945K _ is EWNEs is k qZ 2.0.7.6,N.S r iL.•- C 2S 3 " a zs` 1m ar \ n, A ---"a :no g -qy� 25` 1/4,/ ; Y' F l6` .f- 5150]4G La.-Ls q)+O PAULA JOY YJJOHNSON"y" TL,� ° "=:1� SrtiO I t'ry� EXPINI el�_ -crest Ob&r.t .tttSe%- I\eSCCe A H.ai..•Qeoj La-64s..0-4- thew Note. (Trench with Infiltrator Layout) Scs.CQ : ("= log O=Observation Pat-to be4"solid 1, - PVC pipe from top of infiltrator to finished C S' /o /r 2° grade. A removable cap shall be installed on D observation port pipe. San observation port Y t El: tt 6 G into infiltrators so they can't be removed. Minimum of�in system. tik ��� i 7 Laterals are to be Lam.04 in trenches. c±AQH ,_ (P,-`',p� .ESVSY pa—SCREW ON CAP on05���'', ls, _ �ic 45 DEGREE ELBOW OR CYO ` frATERALS WEEP I NG 9u d �in AND Tali DETAIL it CLEAN OUT Iq 1��,tl.f.pIII �� ZSt�Ly{- NOTE, CLEANOUT TO BE FROM 0 TO 6 3'l u O� INCHES BELOW PINISHED GRADE. ZLI2 ill - cl MARK ENDS WITH REBAR. CLEAN OUT 4 J, \ REQUIRED AT END OF EACH LATERAL. i IC 36 165 25'Trench/Bed-End Manifold(300") Orifices 60"O.C.(5 Orifices) . re ct`K' 30 from Manifold 24"from Elbow Elbow 6"from End of Trench/Bed 46fI t APPRov , ,,,. , PT023 Jeiy HEALTH • SECURED LID WITH GAS TIGHT SEAL THREADED won* u•DIAMETER ACCESS RISER eERVICE ��� VALVE• FINISHH GRADE --_rao i II -- ii I . - TANK Ti H i =—.moRAwm co H EMERGENCY STORAGE I �I ANTI SIPH• ON M VALVE OH MATE AUMSI LEVEL I ,HOEFe VALVE MOEMIKTRIEI OFF LEVEL ' WORKING VOLUME -! FOR FLOAT t FLOAT MR ' MOtnRIMO ENCLOSED SHROUD dHECK VALVE• SEDIMENT HNIROYO• 18^ _ SEDIMENTS In1 II SUSNEIRSIOLE --- CENTRIFUGAL HAM PUMPCHAMBER 1TYFMCLL1 AS HEEDED Septic Tanks must meet standards required by WAC chapter 246-272C and FIGURE 2 manufacturer must be on Dept of Health list of registered sewage tanks. Peet35 of 65 7 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout3 (In.) 1 300 25 60 5 30 0 2 300 25 60 5 30 30 3 300 25 60 5 30 30 4 300 25 60 5 30 30 5 300 25 60 5 30 30 6 300 25 60 5 30 30 7 300 25 60 5 30 30 8 300 25 60 5 30 30 Total Lateral Length 200 Total#Orifices 40 I GPM = 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 100 40 1.00 ft. Feeder Total Lateral Line Length Lateral#1 25 2 27 5 0.04 ft. Lateral#2 25 7 32 5 0.05 ft. Lateral#3 25 12 37 5 0.06 ft. Lateral#4 25 17 42 5 0.06 ft. Lateral#5 25 2 27 5 0.04 ft. Lateral#5 25 7 32 5 0.05 ft. Lateral#7 25 12 37 5 0.06 ft. Lateral#8 25 17 42 5 0.06 ft. Total Elevation Lift /+4`(�.j 5.00 ft. 0 Total Dynamic Head 8.42 ft. p , saf ia.its � 510 q�9 / ' PAULA JOY JOHNSON.1 gsc j'Alkstr34751- 1. EXPIRES 1 �� �4k. ao A® v � _CT 1 'L' 9 2o?3 . p#�y l\ 414 .m; ; ';�Ps-15xv a j 1, . k ' ( -- Flow-Mate Iose-Mateor eQOIvaleAlt E In high head dewatering or effluent This is our fastest growing line of effluent applications where pumping pumps.The 150 series is truly a workhorse performance is critical, this robust designed for reliability under extreme familyof pumpsisknownforreliability, • conditions in an effluent environment.150 durability and performance. These series pump curves cover a wide range pumps are especially suited for harsh of applications. They are welt suited to environments.Zoellerscootrundesign applications with tow pressure pipe(LPP) and corrosion-resistant powder coated and enhanced flow STEP systems.Zoeller's epoxy finish add up to a long-lasting, cool run design and corrosion-resistant, trouble-free product. 1 powder coated epoxy finish,in addition to F i the hermetically sealed,oil-filled motorand -j ! non-clogging vortex impeller add up to a 'Si a ����/ I Long-lasting,trouble-free product. z� MApCIN EUSe l OLL aLL p _ __ ) MADE INTNE USA Wo 3. APPLICATIONS: ) APPLICATIONS: 2 • STEP or onsite applications • STEP or onsite applications 2 • Water transfer Light commercal dewatering YU • Light commercial dewatering SPECIFICATIONS: SPECIFICATIONS: • 1-1/2"NPT discharge • i-lit NPT discharge ( • 3/10 HP through1/2 HP • 1/2 HP through l HP S • Available-in nonautomatic or Wi anpe�yel • Available in automatic or nonautomatic piggyback mechanical switch YY 4//�' V • Model13) 139140'.1/2"(12 mm)spherical solids f • 1/P(12 mm)spherical solid ay with ort I E capacity with vortex impeller thermoplastic impeller pp''i r • Model 1453/4-(19 mm)spherical solids capacity with For more information.see Techniel a She®cpe1180.n vortex impeller rs JJ [2099 OI jr • Bronze construction avar(able(139 series) J• High head version available(145 series) 1 • Double shaft seal versions available for added protection on models 140/145. I For more information,see Technical Data Sheets FM2782.FM2783. cot PUMP PERFO NCE CURVE fi 2 E u MODE 151/ 52/153 p Puua s W to7wa 4 tw 5 so ■■M■■■■■■■ i 14- 45 1531 W ■ i M■■■■■■■E■ m i� " ■■ ■■ ■■■ ,z ., ■�■■■■■■■ s, s1 ■ ■ ■■ o 2.■■■■ _■ .-" CREME■ ■■■Ls m s, i ■■\\■■■■■E a a- ,5 ■■■ ■■■W M■■�\MW■■ ■�W■■■■ s is ■■■■■!\E■■■ EWER►\■■ 1 5 ■W■■■■M■ i I on M■■■■■■■■E o 10 io 30 Eo Eo 60 ]o SO 90 , GALLONS'. 1 1 i• x a a + o r " a E45 a k a0 ID ,W 1U0 RW 220 330 SW Lcc' ` .a..n....e S ,ix256 PLOW PER MINUTE 0,5s 8 ®All rights reserved. ZOELLER PUMP CO. 1502-778-27311800-928-7867 I zoellerpumps.com "1eis- l1 LM31fa NVW213']Yil SIN ;3lWJS 699[-L8S '�9£: :XVj 899L-L9909£i 3NOY.d C Na G 4099ti VM'QN1Otl9 3111V6 L60£XO6 04 1-1se11 aos O A903 a .ONI ONI833NION3 NA /EU9 a 27. ... ; 24 :, ' 4 :LI I I d a C • z ,tt �'-------- r� • €1 /I �_. ww -----:a 4 = / _ �4 Al !.+ tit Li lit i 1Li[3 14 . I eZ. JBW— EALt y 6 _ G R t L 4Y Q P E _ 1,I 4 - , r+ Qy �" 13� T c z 22 2 = °� C i 'S nq(�n(�1 I _ _._ V -I` er 2. WAIERnGHi LID VENT OW) DUAL PORT 4-iV.i ORS RISER61TYP1 • i--?------- 1 iii II f It —� • ag-Mqx j---1 1'PVC CIT ) 5C2) 7 S R vC MASTIC ' r COUPLING 1 1a REDUCER N a• �I- �) S Y TEE' N • It RETURN LINEI li 7"31 1 3 PVC — `J -� _ 1 ll TRASH CHAMBER DIGESTER CHAMBER CLARIFIER CREAMING CAPACrrf:4P GALLONS . OPERATING CAPACITY.421 GALLONS CHANGER FLWOfAPACRY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 G4LCNS FLOOD:191 GAL 65' 5a' I I Sa' I I 50 • 1 Si. 1•XI2• 1 TE E Vet p IFFUSFA BARS(3) ARALEL TO TANK WALL ' y 3" } SLUDGE RETURN \ Y! / �� SIDE VIE P "`111 1`=1wrt STONE-FRE SOIL OR COMM INSTALLATION INSTRUCTIONS OVER STO ° OCT I 9 2023 j 1)Excavate tank hole with vertical walls to t foot larger than MASON;[u'}-'/' ! 1 tank On all sides. 2)N bottom of hole is stony,install 3"of compact sand&level — out with screed. 3)Install tank in carter of hole,keeping l ft void space on all sides. 4)As tank is filling win,water,fill in void space Wm compact / � aa'RISER$I ' OUTING CA I 1 granular ll rest(sandy) free oflarg risers to adapters day. i / \ ;1;.. \ NTOP OF Li wale) �rpro0f atlheSive.system,8 affix deers to atlapters with 6)Perform watertightness test in field as required by IOOaI I I I ea` funsanrim. Ii �IT RISER j 11 7)Upon approval t0 backfill,carefully baddll with native • soils over tap of tank I TRASH CHAMBER i DIGESTER ilaaaDEa1 a)Final grade the surface to avoid Chanelling surface J _ _ water[Meld tank TOP VIEW =zsft AEROBIC TREATMENT TANK DETAIL FOR (4 NuWATER 8NR-500 TREATMENT UNIT ,� .... �t.N -- ENVIRO-FLO, INC. REVISED: 3/01/12 ep Wastewater Treatment Technologies �.....w P.O.BOX 321161, d,MS 39232 SCALE: _ (877)836-8476 (601)601)645-4716/ax 1 n = 1.4 ft. wwWenvirosSo.net 9 it —' aNuWater 1 .4i. 'N 'N,I1j1 ` Gtil .(' [1:44: _tie '. fp,:, ii! 'P (r� � *0 t IS,,, 1. 10- . [1{1 lje IL et ....WI ..yj p( /i i� J ir A A i► ' of ir‘fs. ' Igo c) �s .a „�@ ©� di [1 1,00 iit fli PARTS LIST NuWater NR Assembly Diagram V j A.DUAL PORT AERATOR M.POLY DIFFUSER BAR(Y! O (7 ( R.3B"RUBBER 90°W/CLAMPS(2) N.1'PVC(3 lir SECTION) G WY BARBED ADAPTOR 1?NPT(2( 0.1"SLIP CAP (a O.lit SUP VZ NPT ADAPTOR P. 113'CLEAR PVC HOSE(OPTIONAL S; A r E 1'STREET%IPS NPT BUSHING(3) 012 T/C PIPE(ST I MSTA LLEP.) F UT Bar ELBOW(S) R.t"PVC PIPE(BY INSTALLER) C G.V%I"%VT TEE S-Z PVC PIPE(BY INSTALLER) \st. H.1"90°ELBOW(3) T.If BARBED ADAPTOR co 1,4"NPT(3) L 2 X 1'BUSHING U.V2°STREET X Er:NFT BUSHING 12) J z SANITARY TEE V'Vr PVC COUP_EH;2) K. V PVC CROSS W.2 COUPLER(BY INSTALLER; '_ 1'COUPLER(BY INSTALLER) OCT 19 7n13 Rev :e.l' 5/12 141%% \0o/ CI .tave (Ixxaw Septic Design/3 �. . r c NuWater BNR Pretreatment � 'Ir 1 "'.N p INSTALLATION& MAINTENANCE ws Pressure Distribution Systems '4. PAULA JOT JONNSON 1. Ev< Ott''005Et�'0`I vssJ���i537 _cS�.lt 1. Install Laterals with contour of the ground. 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. 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 Bade, run the filter fabric at least 2 inches down the trench wall. 11. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 12. Divert all storm water runoff away from on-site sewage system. 13.No curtain drains allowed within l0' 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. 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 a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 20.All transport lines under driveways or parking areas must be encased to prevent crushing. 21. Homeowner is responsible for all property lines. 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. PPEOVE OCT 1 9 2023