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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section Distancel (Feet) (Square Feet) Second) ( Feet) (Feet) (Feet) (Feet)
<br />South Shooks
<br />Run
<br />A 990 44 348 16.0 5,906.1 5,906.1 5,906.1 0.0
<br />B 1,061 44 417 13.3 5,906.2 5,906.2 5,906.6 0.4
<br />C 1,142 44 509 11.0 5,911.7 5,911.7 5,911.7 0.0
<br />D 1,600 44 556 10.0 5,916.7 5,916.7 5,916.7 0.0
<br />E 2,336 45 474 11. 7 5,920.5 5,920.5 5,920.5 0.0
<br />F 2,517 100 1,293 4.3 5,929.2 5,929.2 5,929.5 0.3
<br />G 3,511 80 570 9.8 5,929.3 5,929.3 5,929.6 0.3
<br />H 4,251 49 360 15.5 5,934.2 5,934.2 5,934.2 0.0
<br />I 4,704 56 473 11.6 5,940.3 5,940.3 5,940.3 0.0
<br />J 5,051 160 1,392 3.9 5,952.5 5,952.5 5,953.4 0.9
<br />K 6,481 70 401 13.7 5,957.1 5,957.1 5,957.1 0.0
<br />L 7,286 180 829 6.6 5,967.5 5,967.5 5,968.4 0.9
<br />M 7,729 45 529 9.2 5,967.9 5,967.9 5,968.7 0.8
<br />N 7,930 60 216 3.3 5,975.1 5,975.1 5,976.0 0.9
<br />0 8,230 58 98 7.4 5,971.8 5,971.8 5,971.8 0.0
<br />p 8,960 94 822 4.5 5,981.7 5,981. 7 5,981.7 0.0
<br />Q 9,500 200 701 5.3 5,984.9 5,984.9 5,985.7 0.8
<br />R 9,780 80 470 7.9 5,984.9 5,984.9 5,985.8 0.9
<br />S 9,985 80 109 6.7 5,990.1 5,990.1 5,990.5 0.4
<br />IFeet Above Confluence With Fountain Creek
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