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<br /> I <br /> "" <br /> .... .. <br /> . ..... ci <br /> - <br /> .... Z <br /> Q ::0: <br /> . ClI: W <br /> A- W <br /> I a: <br /> 5120 = U <br /> Q > <br /> Q a: <br /> I ..... C <br /> .... <br /> is I <br /> > <br /> ~ 5110 <br /> .... <br /> w <br /> w <br /> !: <br /> z I <br /> 0 <br /> i= <br /> ~ 5100 ~ <br /> w mm <br /> .... <br /> w <br /> .. ~ I <br /> I <br /> ~ <br /> , <br /> 5090 3;f , > <br /> , <br /> ~~ I (J <br /> Z <br /> w <br /> Cl lI) <br /> ~ <( <br /> .... <( <br /> Z OW <br /> w (Ja: <br /> :;: .<( <br /> 5080 , w >C <br /> Cl I-W <br /> . LEGEND <( ZI- <br /> Z :J<( <br /> <( <br /> 500 . YEAR FLOOD ::;: Oa: <br /> . > (JO <br /> .- 100. YEAR FLOOD (J a: 0.. <br /> Z wa: <br /> 50 - YEAR FLOOD w CO <br /> Cl ..JU <br />I a: :JZ <br /> 10. YEAR FLOOD w 0- <br /> ::;: llJC <br /> w <br />, STREAM BED .... Z <br /> C <( <( <br />1 CROSS SECTION a: <br /> w <br /> LOCATION C <br /> w <br /> ... <br /> 29,000 29,800 30,600 31AOO 32.200 33,000 33,400 <br /> , I <br />, STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH ST. VRAIN CREEK <br /> I 126P <br /> . <br /> - <br />