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1.510 OUTLETS <br />TO DRAINFIELD <br />40 <br />L1=29/ <br />L2=33% - <br />L3=38%, d''t <br />-- <br />v V/ <br />FIBERGLASS <br />V" LID W/SS <br />V <br />BOLTS <br />OUTLETS TO <br />DRAIN FIELD f✓-��"`"':._ �.- " <br />f �y, <br />1,d/.Jft* <br />24" ENCLOSURE <br />- <br />W/LID <br />�- GATE VALVES <br />1.5" INLET <br />FROM DOSING <br />TANK <br />GROMMETS (TYP) <br />SLOPE GROUND <br />AWAY FROM RISER <br />4,!,X w, <br />GALALVNIZED <br />WIRE MESH <br />ABOVE DRAIN <br />ROCK <br />CONDUIT SEAL � <br />CONDUIT TO CONTROL <br />8" DIA RISER PANEL <br />SLOPE GROUND AWAY A <br />FROM RISERS <br />INLET FROM AX20 -'` <br />L1NULUJUI-(t <br />- INLET FROM <br />DOSING TANK <br />2" GRAVEL <br />FIBERGLASS GASKETED LID W/ <br />STAINLESS STEEL BOLTS <br />24' DIA RISER W/ GROMMETS <br />(BONDED TO TANK ADAPTER WITH <br />MFG. RECOMMENDED ADHESIVE) <br />OUTLET TO DRAINFIELD <br />HIGH WATER ALARM -1 <br />TIMER OVERRIDE -J <br />TIMER ON/OFF FLOAT -K <br />REDUNDANT OFF FLOAT -M <br />VAULT INLET PORTS -N <br />P <br />PUMP INTAKE -O <br />Q <br />..�Y � �L. �..�.••.i v-r.S� :7„�.'.r �.�- r 1j rYi.,y.� ♦1 ?`ylw••�R' t �i •y'�:•P%(.!.•'j ••` •` •.•+y�. � y� , �•` �,• <br />'� ..�'.�y.. •� � •y�i....,.., .•• � ).;>>•v;. � �� :_•�'.,5.` A,. •.:..........•; .. {•'til. +..^'; :�� <br />�•. ... .: :.�.t�''i: ��...�'� .•.S.='•1�•k'»�1'�.l`.:".•.+� j .�--q•."tom v �w� �.t �: ;•�I � � '.i�•^ • 1j.> <br />2"-4" LEVELING SAND' <br />R <br />WILLAMETTL (RAYS I GNI 100�g:al_ bOSINGYl�RIK <br />Pump Selecdon for a Pressurized Syatem - Single Farnity Residence Project <br />Discharge4.ssernln Ste <br />125 <br />Inches <br />Transport Length <br />50 <br />fent <br />Trar),sport Pipe Class <br />40 <br />feet <br />Transport Line Stye <br />1. 0 <br />inchss <br />01SAbuting tial;e Mod aI <br />I lona <br />feet <br />Hai Els,.-aGon Lift <br />5 <br />feet <br />flariiold length <br />20 <br />feet <br />ftarifold Pipe Class <br />40 <br />E <br />1.93rifoldPipe Si:e <br />1.50 <br />inc.b:s <br />flum5erofl-alerals per Cell <br />3 <br />gals <br />l.at.ral Length <br />75 <br />feet <br />Lateral Pipe C13S5 <br />40 <br />gals <br />Late, at Pipe Size <br />1.50 <br />Inches <br />Orifice SLe <br />lie <br />inches <br />Ori- ce Spacing <br />2 <br />feet <br />Residual Head <br />2-5 <br />feet <br />Flo;; Meter <br />Ilona <br />Inch -,s <br />'hd on' Friction Losses <br />5 <br />feet <br />Catrulatlons <br />M <br />Redundant Off <br />ldini Ium Flog Rata per Orifice <br />0.31 <br />gpm <br />llu;nGAr ofCri6ces per Zone <br />114 <br />-34.2 <br />Tols'Flo iRate per Zone <br />35.3 <br />gprn <br />flurnterofLaterals perZone <br />3 <br />Floor of Tank <br />,5 Flow Diffeienb3l 1stl,ast Orifice <br />46 <br />55 <br />Traf,iportVelocit; <br />5.6 <br />fps <br />Mtjonal Head Losses <br />Excavation <br />-9.0 <br />Lossthrough Discharge <br />8.7 <br />fer-t <br />Loss in Transport <br />35 <br />feet <br />Losw- through t'af: a <br />0.0 <br />feet <br />Loss in Manifold <br />0.4 <br />fret <br />Loss in laterals <br />0.3 <br />feet <br />Loss through Fic;rm:t:r <br />0.0 <br />feel <br />r; Friction L o s s 9 S <br />so <br />feet <br />Pipe Volumes <br />-10.0 <br />E <br />iofrfTtansponLine <br />5.3 <br />gals <br />VbI c I Vanifold <br />2.1 <br />gals <br />Vol 01-ateral5pEr Zona <br />23.8 <br />gals <br />TotalVolume <br />312 <br />gals <br />Minimum Pump Requirements <br />----- <br />na <br />Des1gnF1w.Rata <br />3:_3 <br />qpm <br />TntaiD,,namicHead <br />25.4 <br />feel <br />O <br />12 <br />Not Discharge (gpm) <br />USE PF300511 High Heed Effluent pump <br />d0�0 g a i D RA i N F0E L D G��SP1�;'u'ANK <br />LLI <br />�3, Z <br />O � O <br />• • 'i , (D <br />Orenco Systems" Lj <br />Incorporated --� � (D <br />Cl,s.;�in� rfr lt'J dy < <br />CO N EL <br />�:z•zte�=Fart to <br />i iS • FG -•L 0 <br />APR <br />a 4 <br />Elevation from Tank Elevation from Tank Top <br />Letter, <br />Component <br />Floor (Inches) <br />(Inches) <br />A <br />Ground Surface <br />80.5 <br />21,0 <br />B <br />Top of Tank <br />59.5 <br />0.0 <br />C <br />Ceiling of Tank <br />55.5 <br />-4,0 <br />D <br />Inlet Invert <br />49.5 <br />-10.0 <br />E <br />RSV Manifold <br />na <br />._ <br />na <br />< <br />RSV Stinger Seat <br />na � <br />na <br />G <br />Outlet Invert <br />- <br />na <br />na <br />H <br />_ <br />Outlet Opening <br />----- <br />na <br />na <br />Alarm (HWA) <br />48.8 <br />-10.7 <br />J <br />Timer Override <br />43.3 <br />-16.2 <br />K <br />Timer On / Off <br />37.0 <br />-22.5 <br />L <br />NA <br />na <br />na <br />M <br />Redundant Off <br />30.7 <br />-28.8 <br />N <br />Vault Inlet Holes <br />25.3 <br />-34.2 <br />O <br />Pump Intake <br />15.3 <br />44.-2- <br />P <br />Floor of Tank <br />0.0 <br />-59,5 <br />Q <br />Bottom of Tank <br />-5.0 <br />-64.5 <br />R <br />Excavation <br />-9.0 <br />-68.5 <br />LLI <br />�3, Z <br />O � O <br />• • 'i , (D <br />Orenco Systems" Lj <br />Incorporated --� � (D <br />Cl,s.;�in� rfr lt'J dy < <br />CO N EL <br />�:z•zte�=Fart to <br />i iS • FG -•L 0 <br />APR <br />a 4 <br />2018 <br />10 <br />co - <br />NTY <br />Suis. N <br />INSP <br />CTIO <br />N <br />C <br />n <br />< <br />IJJIO <br />,. <br />U) <br />Lo <br />06 <br />0 <br />