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<br /> , <br /> + <br /> , <br /> , <br /> , <br /> a: <br /> U.J <br /> > <br /> a: <br /> Co') 2 <br /> ..... <l: <br /> ..... u <br /> - <br /> ~ ....J <br /> = to <br /> a::: ::l <br /> C- <br /> D.. U.J <br /> a: <br /> 3610 = ~ <br /> , = a: <br /> - = 0 <br /> ..... Ll. <br /> ~ :J: <br /> l- <br />e; a: <br /> 0 <br />> 2 <br />t:) 3600 <br />z <br />f- <br />w <br />w <br />~ <br />z <br />0 <br />f- <br /><{ 3590 <br />> <br />w ~ <br />...J <br />w <br /> 3580 >- <br /> u <br /> z <br /> w <br /> t:) <br /> <{ <br /> f- <br /> Z en <br /> w O~ <br /> ::; <br /> w u", <br /> Cl .<( <br /> LEGEND <{ >-0 <br /> z I-w <br /> <{ 21- <br /> 500 - YEAR FLOOD ::; ::l<{ <br /> >- 0'" <br /> 100 - YEAR FLOOD u ul( <br /> z <br /> 50 - YEAR FLOOD w <l:'" <br /> Cl :;:0 <br /> '" ::l~ <br /> 10 - YEAR FLOOD w >- <br /> ::; z <br /> ~ STREAM BED w 2- <br /> ...J <br /> 6 <( <br /> CROSS SECTION '" <br /> w <br /> LOCATION Cl <br /> w <br /> LL <br /> 143,000 145,000 147,000 149.000 151.000 153,000 155,000 156,000 <br /> STREAM DISTANCE IN FEET ABOVE DOWNSTREAM LIMIT OF DETAILED STUDY <br /> 12P <br />