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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 F100dway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) ( Feet) (Feet) (Feet)
<br /> Peterson Field
<br /> Drainage
<br /> F 2,310 45 267 14.0 5,835.9 5,835.9 5,835.9 0.0
<br /> G 2,810 44 266 14.0 5,842.2 5,842.2 5,842.2 0.0
<br /> H 3,260 42 249 14.0 5,847.9 5,847.9 5,847.9 0.0
<br /> I 3,329 44 305 11.0 5,849.1 5,849.1 5,849.1 0.0
<br /> J 4,360 42 251 14.0 5,863.4 5,863.4 5,863.4 0.0
<br /> K 4,382 42 257 14.0 5,863.5 5,863.5 5,863.5 0.0
<br /> L 4,970 45 257 14.0 5,869.6 5,869.6 5,869.6 0.0
<br /> M 5,540 51 263 13.0 5,874.7 5,874.7 5,874.7 0.0
<br />~
<br />..... N 5,753 51 264 13.0 5,884.0 5,884.0 5,884.0 0.0
<br /> 0 6,450 34 222 15.0 5,890.1 5,890.1 5,890.1 0.0
<br /> P 6, 498 34 300 11.0 5,892.4 5,892.4 5,892.4 0.0
<br /> Q 7,070 44 242 13.0 5,895.8 5,895.8 5,895.8 0.0
<br /> R 7,590 25 183 15.0 5,903.3 5,903.3 5,903.3 0.0
<br /> S 7,637 25 184 15.0 5,903.3 5,903.3 5,903.4 0.1
<br /> T 8,440 37 208 14.0 5,914.3 5,914.3 5,914.3 0.0
<br /> U 9,050 25 183 15.4 5,922.0 5,922.0 5,922.0 0.0
<br /> V 9,095 25 183 15.4 5,922.1 5,922.1 5,922.1 0.0
<br /> W 9,410 38 208 13.0 5,926.8 5,926.8 5,926.8 0.0
<br /> X 10,030 40 198 13.0 5,935.0 5,935.0 5,935.0 0.0
<br /> y 10,530 49 213 12.0 5,941. 8 5,941.8 5,941.8 0.0
<br /> Z 11,019 250 412 6.0 5,951.2 5,951.2 5,951.9 0.7
<br /> AA 11 , 880 151 437 6.0 5,957.5 5,957.5 5,958.0 0.5
<br /> AB 12,690 155 305 8.0 5,967.4 5,967.4 5,968.3 0.9
<br /> AC 13,400 172 362 7.0 5,979.4 5,979.4 5,979.8 0.4
<br /> 1 Confluence With Sand Creek
<br /> Feet Above
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