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<br /> en <br /> LA,I <br /> ..... lo:: <br /> - w <br /> .... w <br /> = a: <br /> a:: U <br /> - > <br /> w <br /> = Z <br /> = c.. <br /> = <br /> ..... <br /> .... <br />c <br />> <br />Cl 5950 <br />2 <br />I- <br />w <br />W <br />LJ.. <br />2 <br />0 <br />f= <br /><t 5930 <br />> <br />w <br />...J <br />W <br /> ,_ <br /> Wi <br /> 5910 >- <br /> u <br /> z <br /> w <br /> Cl <br /> <t en <br /> I- 0<1: <br /> 2 U~ <br /> w <br /> :;: >'<1: <br /> 5890 w <br /> CJ 1-0 <br /> LEGEND <t Zw <br /> 2 ;:)1- <br /> <t 0<1: <br /> 500, YEAR FLOOD :;: Ua: <br /> >- wO <br /> 100 - YEAR FLOOD u oc.. <br /> , z J:a: <br /> U,( <br /> 50 - YEAR FLOOD Cl <1:0 <br /> a: c..U <br /> 10 - YEAR FLOOD w <1:~ <br /> ::e a:O <br /> ~ w <br /> STREAM BED ...J <1:Z <br /> <t <1: <br /> 6 CROSS SECTION a: <br /> w <br /> LOCATION C <br /> w <br /> LJ.. <br /> 36,600 37,000 37,400 37,800 38,200 38,600 39,000 39,200 <br /> STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CHERRY CREEK 160P <br />