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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty Wi thout With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Little Creek
<br /> A 3,380 535 5,200 0.4 5,366,3 5,366.3 5,366.3 0.0
<br /> B 3,950 llO 278 8.1 5,366.4 5,366.4 5,366.4 0.0
<br /> C 4,005 265 348 6.5 5,371.1 5,371.1 5,371.1 0,0
<br /> D 4,530 270 820 2.8 5,372.7 5,372.7 5,372.7 0.0
<br /> E 5,045 200 349 6.5 5,378.0 5,378.0 5,378.0 0,0
<br /> F 5,650 161 441 5,1 5,386.2 5,386.2 5,386.2 0.0
<br /> G 6,315 85 357 6,3 5,389.6 5,389.6 5,389.6 0,0
<br /> H 6,650 158 393 5.7 5,392.2 5,392.2 5,392.2 0.0
<br /> I 7,150 155 453 5.0 5,395.5 5,395.5 5,395,5 0.0
<br /> J 7,800 130 360 6,3 5,403.7 5,403.7 5,403.7 0,0
<br />'" K 7,885 230 490 5.6 5,405.0 5,405.0 5,405.0 0,0
<br />'"
<br /> L 8,410 135 352 6.4 5,407.0 5,407.0 5,407.0 0.0
<br /> M 8,535 225 628 3.6 5,409,2 5,409,2 5,409.2 0.0
<br /> N 9,085 103 260 8.6 5,412.8 5,412.8 5,412.8 0.0
<br /> 0 9,530 170 627 3.6 5,416.7 5,416.7 5,416.7 0.0
<br /> P 9,970 230 339 5.2 5,422.3 5,422.3 5,422.3 0.0
<br /> 0 10,085 330 1,138 1.6 5,423.4 5,423.4 5,423.4 0.0
<br /> R 10,590 104 206 8.5 5,423.5 5,423.5 5,423.5 0,0
<br /> S 11,270 ll2 245 7.2 5,434.2 5,434.2 5,434.2 0.0
<br /> T 11,610 343 487 3.6 5,438.5 5,438.5 5,438.5 0.0
<br /> U 11,685 260 508 3.5 5,439.2 5,439.2 5,439.2 0.0
<br /> V 12,050 llO 329 5.4 5,443.0 5,443.0 5,443.0 0.0
<br /> W 12,380 135 402 4.4 5,447.1 5,447.1 5,447.1 0.0
<br /> X 12,710 130 320. 5.5 5,450.0 5,450.0 5,450,0 0.0
<br /> Y 13,270 145 287 6.2 5,459.3 5,459.3 5,459.3 0,0
<br /> Z 13,340 151 252 7.3 5,462.6 5,462.6 5,462.6 0.0
<br /> AA 13,340 215 285 6.2 5,473.1 5,473.1 5,473.1 0.0
<br /> AB 14,515 llO 378 2.6 5,477.0 5,477.0 5,477.0 0.0
<br /> IFeet Above Confluence With South Platte River
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