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<br />3 <br />0 <br />N <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />J <br />0 <br />J <br />y <br />U <br />W <br />m <br />0 <br />0 <br />a <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.Of <br />(VARIES-NOTE 1) <br />WATER CONTROL <br />SLIDE (HEAD) GATE <br />0' OFFSET (TYP) <br />EARTH---~ <br />FILL I <br />DIVERISION <br />FLOW Q=150 cfs <br />I <br />I <br />I <br />4500 <br />PROPERTY <br />BOUNDARY <br />(TYP) <br />WEST <br />3 RESERVOIR 3 <br />11 1 r <br />RESERVOIR <br />ELO 45 3f <br />EXISTING <br />GROUND SURFACE <br />~~ GATED <br />INLET <br />42" DIA PIPE OR <br />GROUTED RIPRAP CHANNEL <br />WITH ENERGY DJSSIPATION <br />PUMP SYSTEM <br />CONTROL BUILDING <br />PUMP <br />SYSTEM <br />MAX NWS <br />EL. 4548.0 <br />3 ~ EAST <br />11 RESERVOIR <br />I <br />3 <br />1r <br />RESERVOIR <br />Ea 45021 ~ I <br />INTERCONNECT <br />DIVERSION PIPELINE <br />0=150 cfs DIA=42" <br />GATED <br />OUTLET <br />NOT TO SCALE <br />RESERVOIR <br />OUTLET <br />STRUCTURE <br />15.0' <br />3 <br />11 <br />EAf~TH FILL <br />t <br />I <br />FLOW <br />ARKANSAS RIVER <br />DIVERSION FLOW <br />Q=150 c~s <br />DIA=42" <br />CONDUIT' <br />_~ <br />42" DIA <br />OUTLET <br />CONDUIT <br />1.4560 <br />4550 <br />~- <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 />1. WATER ELEVATIONS ESTIMATED FROM SURVEY - <br />JU 'E 2007. <br />2. ALL ELEVATIONS ARE APPROXIMATE. <br /><.. <br />~~:~, ~,. <br />CCNSULTANTS,INCI <br />BLUE GRAS$ GRAVEL PITS <br />PROJECT N0.07107 <br />-MAX NWS 5' FREEBOARD <br />EL. 4548.0 (BOTH <br />RESERVOIRS) <br />15.0' DAM CREST <br />EL 4553.0 <br />EARTH <br />3 (FILL I 3 <br />11 I I 1 <br />ISOLATION <br />VALVE <br />HYDRAULIC SCHEMATIC - <br />RESERVOIR OPTION 2 <br />July 2007 Figure 2.1 <br />QR~~~ISAS RIVER <br />E529.0 <br />S-NOTE 1) <br />RELEASE <br />STRUCTURE <br />