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~ d, ",*" r~ ,+r~, <br />~e" ~ <br />4560 <br />4550 <br />w <br />w <br />w <br />4540 <br />z <br />4530 <br />w <br />w 4520 <br />4510 I <br />EXCELSIOR DITCH <br />EL 4548.01 <br />(VARIES-NOTE 1) <br />WATER CONTROL <br />SLIDE (HEAD) GATE <br />50, _ 'OFFSET (TYP) <br />WEST <br />-MAX NWS <br />EL. 4537.0 <br />2' FREEBOARD <br />(80TH RESERVOIRS) <br />EXISTING GROUND <br />LOW SPOT <br />EL 4539.0 <br />I I <br />3 <br />1~ EXISTING <br />GROUND <br />SURFACE <br />I RESERVOIR <br />.. .~... <br />3 <br />DIVER ION 11 <br />FLOW Q=150, cfs RESERVOIR <br />I ~ BOT45013t <br />I <br />4500 <br />PROPERTY <br />BOUNDARY <br />(TYP) <br />GATED <br />INLET <br />42" DIA PIPE OR <br />GROUTED RIPRAP CHANNEL <br />WITH ENERGY DISSIPATION <br />NOT TO SCALE <br />RESERVOIR <br />OUTLET <br />STRUCTURE <br />_~ <br />42" DIA <br />OUTLET <br />CONDUIT <br />PUMP SYSTEM <br />CO i TROL BUILDING <br />I <br />ISOLATION <br />VALVE <br />I <br />i <br />W <br />ARKANSAS RIVER <br />DIVERSION FLOW <br />Q=150 cfs <br />DI~ =42" <br />CONDUIT <br />1 <br />ARKANSAS RIVER <br />EL. 14529.0 <br />(VARIES-NOTE 1) <br />FLAP <br />GATE <br />STREAM <br />RELEASE <br />STRUCTURE <br />14560 <br />4550 <br />w <br />w <br />w <br />4540 <br />z <br />4530 <br />Q <br />4520 W <br />4510 <br />4500 <br />NOTES: I <br />i <br />1. WATER ELEVATIONS ESTIMATED FROM SURVEY - <br />JUNE 2007. <br />2. ALL ELEVATIONS ARE APPROXIMATE. <br />~. BLUE GRASI GRAVEL PITS HYDRAULIC SCHEMATIC - <br />.~~ ~ ~ 9 RESERVOIR OPTION 1 <br />_~ :.. ~..'~ i <br />CCNSULTANTS,INC i <br />PROJECT N0.07107 July 2007 Figure 1.1 <br />PUMP <br />SYSTEM <br />MAX NWS EXISTING GROUND <br />EL. 4530.0 LOW SPOT <br />EL 4532.0 <br />EAST <br />RESERVOIR ~ <br />3 3 <br />1' 1 <br />1 <br />BOTTOM <br />EL 45021 <br />INTERCONNECT ~/~` `~~ <br />DIVERSION PIPELINE <br />Q=150 cfs DIA=42" <br />GATED <br />OUTLET <br />