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<br /> QJfi <br /> en <br /> ..... :.:: <br /> ..... UJ <br /> - <br /> r.o.. UJ <br /> CI Cl: <br /> a: t.l <br /> ~ 2: <br /> Cl: <br /> CI 0 <br /> J: <br /> CI t:l <br /> CI <br /> ..... CO <br /> r.o.. <br />C <br />> <br />I.:) <br />Z <br />f- <br />w <br />w <br />u.. <br />Z <br />0 <br />i= <br />;; 8510 <br />w <br />-' <br />w <br /> 1ffl <br /> Wf <br /> 8500 >- <br /> u <br /> z <br /> w <br /> I.:) <br /> <( <br /> f- <br /> ~ Z <br /> w 0 <br /> :;; <br /> 8490 w t.l <br /> - I.:) _i..., <br /> LEGEND <( -0 <br /> z <(U <br /> <( >w <br /> 500, YEAR FLOOD :;; u..-' <br /> >- 01.:) <br /> 100, YEAR FLOOD u <( <br /> z 2:w <br /> 50. YEAR FLOOD w :5:- <br /> 8480 I.:) <br /> 0: 0 <br /> 10. YEAR FLOOD w I- <br /> :;; <br /> ~ STREAM BED w <br /> -' <br /> 6 <( <br /> CROSS SECTION I 0: <br /> w <br /> LOCATION 0 <br /> w <br /> 8470 u.. <br /> 650 700 750 800 850 900 900 950 1000 1050 1100 1150 1200 1250 <br /> STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH GORE CREEK <br /> 26P <br />