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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) ( Fee t ) (Feet)
<br /> Cheyenne Creek
<br /> A 520 200 1,674 5.4 5,914.9 5,9l4.9 5,915.4 0.5
<br /> B 1,130 770 2,160 4.2 5,016.6 5,916~6 5,917.2 0.6
<br /> C 1,330 730 2,058 4.4 5,916.8 5,916.8 5,917.5 0.7
<br /> D 1,370 880 2,056 4.4 5,916.8 5,916.8 5,917.5 0.7
<br /> E 1, 410 880 3,225 4.1 5,918.8 5,918.8 5,919.1 0.3
<br /> F 1,710 695 2,061 6.5 5,921. 6 5,921. 6 5,922.6 1.0
<br /> G 1,760 700 2,078 6.4 5,921. 7 5,921. 7 5,922.6 0.9
<br /> H 1,840 740 2,903 4.6 5,924.2 5,924.2 5,925.0 0.8
<br />N I 2,200 540 2,085 6.4 5,927.4 5,927.4 5,927.7 0.3
<br />--I
<br /> J 2,490 410 1,848 7.2 5,934.0 5,934.0 5,934.2 0.2
<br /> K 2,530 410 1,870 7.1 5,934.5 5,934.5 5,934.5 0.0
<br /> L 2,930 830 3,609 3.7 5,936.7 5,936.7 5,937.7 1.0
<br /> M 3,160 500 1,915 6.9 5,942.9 5,942.9 5,043.2 0.3
<br /> N 3,210 500 2,014 6.6 5,943.1 5,943.1 5,943.9 0.8
<br /> 0 3,930 350 1,750 7.6 5,956.0 5,956.0 5,956.2 0.2
<br /> p 3,980 350 1,711 7.8 5,956.3 5,956.3 5,956.3 0.0
<br /> Q 4,130 530 2,289 5.8 5,957.7 5,95'1.7 5,598.4 0.7
<br /> R 4,170 490 1,939 6.9 5,957.9 5,957.9 5,598.0 0.1
<br /> S 4,560 400 1,898 7.0 5,966.7 5,966.7 5,966.9 0.2
<br /> T 4,610 400 1,918 6.9 5,967.0 5,967.0 5,967.2 0.2
<br /> U 5,060 300 1,643 8.1 5,974.2 5,974.2 5,974.4 0.2
<br /> V 6,090 300 1,583 8.4 5,989.7 5,989.7 5,990.2 0.5
<br /> W 6,940 600 2,249 5.9 6,006.0 6,006.0 6,006.9 0.9
<br /> X 6,980 600 2,136 6.2 6,006.3 6,006.3 6,006.9 0.6
<br /> Y 7,470 300 1, 549 8.6 6,016.2 6,016.2 6,016.8 0.6
<br /> 1 Confluence With Fountain Creek
<br /> Feet Above
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