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<br /> 5210 5210 <br /> 5200 5200 (f) <br /> w ~ <br /> ...J W <br /> LL W <br /> 0 0::: <br /> 0:: U <br /> a. ....J <br /> 5190 5190 0 <( <br /> 0 ::::> <br /> 0 0 <br />0- ...J <br /> LL <br />> <br />t!l <br />z <br />;:::- 5180 5180 <br />w <br />w <br />u. <br />~ <br />Z <br />0 <br />1= 5170 5170 <br />~ <br />w <br />...J . <br />w <br /> 5160 5160 b <br /> z: en <br /> ~ 0<( <br /> c( UW <br /> I- 0::: <br /> z: -<( <br /> ~ ~Cl <br /> 5150 5150 ~ Zw <br /> LEGEND c( ::::> I- <br /> z: 0[2 <br /> 0.2% ANNUAL CHANCE ~ U <br /> FLOOD <br /> 1 % ANNUAL CHANCE b zO <br /> FLOOD z: 0 0... <br /> 2% ANNUAL CHANCE w en 0::: <br /> 5140 FLOOD ~ 0::: 0 <br /> - 10% ANNUAL CHANCE w wU <br /> - FlOOD ::;; LLZ <br /> ~~~~ STREAM BED w LL- <br /> -' W Cl <br /> 6 CROSS SECTION C'2 -'Z <br /> LOCATION ~ <( <br /> w <br /> u. <br /> 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 <br /> STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BIG DRY CREEK 594P <br />