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<br /> 8275 <br /> w <br /> 0 <br /> 8270 en z <br /> ..... <( <br /> ..... a: <br /> - c.:J <br /> .... 0 <br /> C) <br /> D:: a: <br /> Do. ::<: <br /> a: <br /> 8265 I::ll 0 <br /> C) u.. <br /> C) :c <br /> ..... I- <br /> .... ::> <br /> 0 <br /> (J) <br />C <br />> <br />CJ 8260 <br />z <br />.... <br />W <br />W <br />!!; <br />Z <br />0 <br />f= <br />c( ,8255 <br />> <br />W <br />..... <br />W <br /> 8250 ~ > <br /> (J <br /> Z <br /> W <br /> C!I <br /> c( <br /> .... 0_ <br /> Z U'" <br /> W .<l: <br /> I :;; >w <br /> 8245 - W I-a: <br /> C!I Z<l: <br /> LEGEND <l: ::>0 <br /> Z OW <br /> <( U~ <br /> , 500 - YEAR FLOOD :;; <br /> > wa: <br /> 100 - YEAR FLOOD '-' 00 <br /> Z zll: <br /> 50. YEAR FLOOD W <(0 <br /> 8240 C!I a:'-' <br /> a: c.:J:!:: <br /> 10 - YEAR FLOOD W <br /> :;; OZ <br /> ~ STREAM BED W -=> <br /> ..... a:- <br /> 6 <( <br /> CROSS SECTION a: <br /> w <br /> LOCATION 0 <br /> w <br /> 8235 LL <br /> 10,400 10,800 11,200 11,600 12,000 12,400 12,800 13,000 <br /> STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH RIO GRANDE <br /> 26P <br />