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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOODWAY .BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross.Section Distance (Feet) (Square Feet) Sebond) (Feet) (Feet) (Feet) (Feet)
<br /> Sand Creek
<br /> A 1,150 262 1,078 8.9 5,800.1 . 5,800.1 5,801.1 1.0
<br /> B 2,280 160 798 12.7 5,818.7 5,818.7 5,818.7 0.0
<br /> C 2,305 160 958 10.6 5,819.7 5,81!l.7 5,819.7 0.0
<br /> D 2,930 280/150~ 963 10.6 5,829.5 5,829.5 5,829.8 0.3
<br /> E 3,360 440/2~0 1,119 9.1 5,834.4 5,834.4 5,834.4 0.0
<br /> F 3,370 4853 1,958 5.2 5,835.1 5,835.1 5,836.1 1.0
<br /> AT 36,550 102 461 9.7 6,345.7 6,345.7 6,345.7 0.0
<br /> AU 37,700 187 484 9.2 6,354.3 6,354.3 6,354.3 0.0
<br /> AV 38,650 223 512 8.7 6,373.8 6,373.8 6,373.8 0.0
<br /> V> AW 39,570 223 493 8.9 6,389.6 6,389.6 6,389.6 0.0
<br /> ..,.
<br /> AX 39,582 199 50 612 7.2 ,390.3 6,390.3 6,390.3 0.0
<br /> AY 39,752 260 533 8.3 6,392.2 6,392.4 6,392.4 0.0
<br /> CC 65,846 90 270 9.6 6,773.6 6,773.6 6,773.7 0.1
<br /> CD 66,446 50 218 11.9 6,782.6 6,782.6 6,783.3 0.7
<br /> CE 67,096 65 284 8.8 6,793.9 6,793.9 6,794.4 0.5
<br /> CF 67,946 50 213 11. 7 6,804.5 6,804.5 6,804.5 0.0
<br /> CG 68,956 50 213 11.7 6,815.1 6,815.1 6,815.3 0.2
<br /> CH 69,376 205 347 7.2 6,823.9 6,823.9 6,824.5 0.6
<br /> CI 69,426 180 267 9.4 6,826.7 6,826.7 6,827.7 1.0
<br /> CJ 69,526 210 340 7.3 6,831.1 6,831.1 6,831.1 0.0
<br /> CK 69,606 195 334 7.5 6,832.5 6,832.5 6,832.5 0.0
<br /> CL 69,961 90 255 9.8 6,838.0 6,838.0 6,839.0 1.0
<br /> CM 70,776 226 506 5.1 6,847.4 6,847.4 6,848.3 0.9
<br /> CN 71,776 130 299 8.7 6,862.8 6,862.8 6,862.8 0.0
<br /> CO 72,721 80 255 10.2 6,876.5 6,876.5 6,878.5 0.0
<br /> CP 72,806 79 254 10.3 6,878.5 6,878.5 6,878.5 0.0
<br /> 1Feet Above Confluence With Fountain Creek 2Width/Width Within Unincorporated Areas REVISED
<br /> 3F1oodway Lies Entirely Within Corporate Limits TO
<br />~ REflECT lOMR II';'
<br /> t
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<br /> 11..41.1l II
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