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<br />. <br /> <br /> i , <br /> I <br /> en a: <br /> ..... w <br /> ....J > <br /> - <br /> .... a: <br /> C) lx:: <br /> a::: a: <br /> a.. 0 <br /> lJ.. <br /> B030 Q c:l <br /> C) 2 <br /> C) a: <br /> ....J <( <br /> .... 0 <br /> a: <br />C <br />> <br />0 8025 <br />z <br />~ <br />w <br />W <br />LL <br />Z <br />0 ~ <br />i= <br />~ 8020 ~ ~ <br />W <br />....J <br />w <br /> 8015 > <br /> (.) <br /> z <br /> w <br /> 0 <br /> ..: (I) <br /> ~ <( <br /> ,z w <br /> w Oa: <br /> ::;: U<( <br /> w -0 <br /> , 0 ~W <br /> LEGEND ..: <br /> z Zl- <br /> ..: ::>~ <br /> 500 - YEAR FLOOD ::;: <br /> > 00 <br /> - 100 . YEAR flOOD (.) UQ. <br /> Z Za: <br /> , 50. YEAR FLOOD w -0 <br /> 0 :>=:U <br /> ,.j a: 1-2 <br /> i- 10. YEAR FLOOD w ii:;; <br /> ::;: <br /> ~ w <br /> STREAM BED ....J 2 <br /> 0 ..: <( <br /> CROSS SECTION a: <br /> w <br /> LOCATION C <br /> w <br /> , LL <br /> 124,400 124,600 124,800 125,000 125,200 125.400 125,600 125,700 <br /> STREAM DISTANCE IN FEET ABOVE COWNSTREAM LIMIT OF DETAILED STUDY 100P <br />