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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Bear Creek
<br /> A 200 144 757 8.5 5,941. 2 5,941. 2 5,942.2 1.0
<br /> B 505 46 387 16.5 5,942.6 5,942.6 5,942.6 0.0
<br /> C 467 30 334 19.1 5,941. 4 5,941. 4 5,941. 4 0.0
<br /> D 785 33 346 18.5 5,956.6 5,956.6 5,956.6 0.0
<br /> E 935 30 336 19.1 5,957.5 5,957.5 5,958.2 0.7
<br /> F 1,275 60 423 15.1 5,968.0 5,968.0 5,968.0 0.0
<br /> G 1,345 60 1,073 6.0 5,978.9 5,978.9 5,978.9 0.0
<br /> H 1,615 41 378 16.9 5,979.2 5,979.2 5,979.2 0.0
<br /> I 2,365 74 454 14.1 5,993.1 5,993.1 5,993.1 0.0
<br />N J 3,195 95 494 13.0 6,026.7 6,026.7 6,026.7 0.0
<br />ol::>
<br /> K 4,270 54 414 15.5 6,042.6 6,042.6 6,043.1 0.5
<br /> L 5,320 204 848 7.6 6,061. 4 6,061.4 6,062.2 0.8
<br /> M 6,310 180 609 10.5 6,081. 3 6,081.3 6,081. 3 0.0
<br /> N 7,260 79 500 12.8 6,113.4 6,113.4 6,114.0 0.6
<br /> 0 7,720 256 695 9.2 6,131. 8 6,131. 8 6,132.6 0.8
<br /> p 7,728 267 750 8.5 6,133.5 6,133.5 6,133.5 0.0
<br /> Q 7,960 50 351 17.7 6,141. 8 6,141.8 6,141. 8 0.0
<br /> R 8,020 51 362 17.1 6,141. 9 6,141. 9 6,141.9 0.0
<br /> S 8,825 80 460 13.5 6,162.8 6,162.8 6,162.9 0.1
<br /> T 9,605 60 412 15.0 6,189.5 6,189.5 6,189.6 0.1
<br /> U 10,405 57 407 15.2 6,215.5 6,215.5 6,215.8 0.3
<br /> V 11,145 91 475 13.0 6,236.2 6,236.2 6,236.3 0.1
<br /> W 11,975 90 468 13.3 6,265.8 6,265.8 6,265.8 0.0
<br /> X 12,785 85 459 13.5 6,297.4 6,297.4 6,297.5 0.1
<br /> Y 13,935 55 400 15.5 6,335.5 6,335.5 6,335.5 0.0
<br /> Z 14,915 144 554 11.2 6,377.9 6,377.9 6,377.9 0.0
<br /> AA 15,615 38 362 17.1 6,403.9 6,403.9 6,404.2 0.3
<br /> AB 16,425 37 356 17.4 6,446.9 6,446.9 6,447.2 0.3
<br /> 1 Conflunce With Fountain Creek
<br /> Feet Above
<br />
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