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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci ty Without With
<br /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section Distance1 (Feet) (SQuare Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Cheyenne Run
<br />A 404 15 102 15.0 5,932.6 5,932.6 5,932.6 0.0
<br />B 490 15 101 15.0 5,933.1 5,933.1 5,933.1 0.0
<br />C 689 21 176 8.6 5,938.5 5,938.5 5,938.5 0.0
<br />D 1,473 23 186 8.2 5,952.2 5,952.2 5,952.2 0.0
<br />E 1,870 19 130 11.7 5,955.6 5,955.6 5,955.6 0.0
<br />F 2,238 19 145 10.5 5,960.8 5,960.8 5,960.8 0.0
<br />G 2,763 49 151 10.0 5,967. 1 5,967.1 5,967.1 0.0
<br />H 3,231 19 126 12.1 5,981.3 5,981.3 5,981.4 0.1
<br />I 4,058 28 152 10.0 5,997.9 5,997.9 5,997.9 0.0
<br />J 4,445 29 95 10.4 6,005.1 6,005.1 6,005.1 0.0
<br />K 4,542 35 48 6.7 6,010.9 6,010.9 6,011.5 0.6
<br />L 5,072 37 49 6.6 6,024.9 6,024.9 6,025.2 0.3
<br />M 5,625 53 391 2.5 6,035.7 6,035.7 6,036.7 1.0
<br />N 5.,955 40 107 9-.3 6,036.0 6,036.0 6,036.7 0.7
<br />0 6,513 34 70 8.2 6,044.8 6,044.8 6,045.6 0.8
<br />1Feet Above Confluence With Cheyenne Creek
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