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<br />Increase <br />(Feel) <br /> <br />.; <br /> <br />2 9 ZOOO <br /> <br />~....,...t <br />" <br />~ <br /> <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br /> <br />REVISED TO <br />REFLECT l(~ <br />DATED JUN <br /> <br />Table 2. Floodway Data <br />FLOODW A Y BASE FLOOD ELEV AnON <br />- <br /> Mean Velocity Regulatory Without With <br />Section Area (Feet Per Floodway Floodway <br />(Square Feet) Second) ~ (Feet) (Feet) <br />338 4.6 5,547.9 5,547.9 5,547.9 <br />154 10.0 5,563.2 5,563.2 5,563.2 <br />134 10.4 5,596.0 5,596.0 5,596.0 <br />2,377 0.5 5,622.5 5,622.5 5,622.5 <br />173 7.0 5,634.1 5,634.1 5,634.1 <br />226 3.5 5,660.6 5,660.6 5,660.6 <br /> <br />IN OUR <br />Cross Section Distance! Width <br />(Feet) <br />Big Dry Creek <br />Tributary A <br />A 150 62 <br />B . 816 46 <br />C 2,228 35 <br />D 3,312 238 <br />E 4,519 90 <br />F 5,772 65 <br />IFeet Above Confluence With Big Dry Creek <br />