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<br />CONCEPTUAL DESCRIPTION <br /> <br />AGRICULTURAL IRRIGATION WATER WILL BE <br />DIVERTED FROM THE LAKE CANAL AND <br />DISTRIBUTED THROUGH THE PIPE ROUTING <br />CONCEPT FOR PRESSURIZED IRRIGATION <br />DELIVERY TO THE LAKE CANAL SERVICE AREA. <br />TWO EXISTING RESERVOIRS AND TWO NEW <br />PONDS WILL PROVIDE WATER STORAGE FOR <br />THE SYSTEM. THREE PUMP STATIONS WILL BE <br />INSTALLED AND WILL BE USED TO DRAW WATER <br />FROM THE EXISTING RESERVOIRS AND NEW <br />PONDS AT A NORTH. MIDDLE. AND SOUTH <br />LOCATION. <br /> <br />DEMAND FOR IRRIGATION WATER IS <br />DISTRIBUTED ACROSS THE SERVICE AREA AND <br />IS DISPLAYED AT EACH JUNCTION. PIPE SIZING. <br />ROUTING. AND FLOW DIRECTION ARE ALSO <br />DISPLAYED AND AS CONECEPTUALL Y MODELED. <br />WILL MEET THE IRRIGATION WATER DEMANDS <br />OF THE SYSTEM. THE TOTAL FLOW RATE <br />REQUIRED IN THE SYSTEM IS 32.000 GPM TO <br />MEET THE IRRIGATION DEMANDS OF 2.310 <br />ACRES. <br /> <br />PUMP STATION CRITERIA: <br /> <br />NORTH: FLOW = 7.400 GPM <br />PRESSURE = 75 PSI <br /> <br />MIDDLE: FLOW=11.300GPM <br />PRESSURE =90 PSI <br /> <br />SOUTH: FLOW=11.7ooGPM <br />PRESSURE = 116 PSI <br /> <br />LEGEND <br /> 8-INCH C900 PVC PIPE <br />- 12-INCH C900 PVC PIPE <br />- 16-INCH C905 PVC PIPE <br />- 18-INCH C905 PVC PIPE <br />- 20-INCH C905 PVC PIPE <br /> 24-INCH C905 PVC PIPE <br />- 30-INCH C905 PVC PIPE <br />- 36-INCH C905 PVC PIPE <br />. PIPE JUNCTION <br />1Pf EXISTING RESERVOIRS <br />1Pf NEW PONDS <br />t!J PUMP STATION <br /> <br />Nt)j, III <br />""NI'~ <br /> <br />) <br /> <br /> <br />dD <br />~ <br />o <br />z <br /> <br /> 93pSi <br /> 581gpm <br />2010 Ogpm <br /> 104psl <br /> '" <br /> 5" <br /> 0 <br /> if. 97psl <br /> 436gpm <br /> Bin <br /> 111psl = <br /> Ogpm a; <br /> 16111 <br /> 114psi <br /> Ogpm <br /> Sin <br /> <br /> <br />0' <br />, <br /> <br />88p. <br />1017gpm <br /> <br />18in <br /> <br />7Spal <br />1495gpm <br /> <br />= <br />~ <br /> <br /> <br />99..1 <br />1495gpm <br /> <br />LAKE CANAL RES. #1 <br /> <br />- <br /> <br />= <br />:'? <br /> <br /> <br />1 ill Vl <br />3: <br />-<( It' Vl <br />() C) .7 <br />Id Id <br />Z Z Y 0 <br />CJ ~ U (f) <br />VJ ;;, w :.;: <br />w r Cd <br />0 Cl U cr <br /> <br />::2 <br />UJ <br />I- <br />00 <br />>- <br />00 <br />Z <br />o 0 <br />00 0 <br />~ ~ <br />00>-0 <br />ZZ-J <br />g~8 <br /> <br />O~~ <br />~OZ <br />-(!)=> <br />O:::ZO <br />=>-0 <br />001-0 <br />OOc::(-J <br />UJ(!)UJ <br />0:::0:::> <br />0..0:::> <br />-J-O <br />c::(-JZ <br />=>c::(c::( <br />I-Zo::: <br />fuc::(UJ <br />00::2 <br />ZUJ- <br />O~O::: <br />Oc::(c::( <br />-J -J <br /> <br /> <br />dE <br />c::~ <br />-i <br />c)~ <br />C::llg> x <br />'L: ~'i ~.' <br />~ .~.~ g~ <br />c::~~ 01 <br />-51!} 8R <br />c:: ~'t <br />cJ!! <br />UJU 0 <br />CO f! & <br />~.. <br /> <br />"' <br />." <br />"' <br />" <br />1 <br />co <br /> <br /> '<;j- <br /> 0 <br />116psl .......... <br />500gpm ex> <br /> .......... ~ <br /> I") <br /> W ~ <br /> ~ w <br /> I <br /> 0 (f) <br /> <br />3500' O' 1750' 3500' 7000' <br />Lr~ I <br /> <br />EM.! .... .... 1 IDI CIt .... . Mn' 10 ICM.E. <br />