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<br /> Table 3. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without 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 /> Fountain Creek
<br /> A 0 117 605 12.4 7,898.3 7,898.3 7,898.9 0.6
<br /> B 1,170 405 1,028 7.3 7,937.8 7,937.8 7,938.3 0.5
<br /> C 1,460 200 549 8.5 7,946.7 7,946.7 7,946.7 0.0
<br /> D 1,960 150 490 9.7 7,958.4 7,958.4 7,958.7 0.3
<br /> E 2,900 108 469 10.0 7,986.2 7,986.2 7,986.6 0.4
<br /> F 3,500 73 366 12.8 8,003.1 8,003.1 8,003.3 0.2
<br /> G 4,495 200 548 8.5 8,039.0 8,039.0 8,039.1 0.1
<br /> H 5,170 83 383 12.3 8,053.1 8,053.1 8,053.1 0.0
<br /> I 6,250 92 395 11.8 8,080.2 8,080.2 8,080.5 0.3
<br /> J 7,030 100 357 10.1 8,098.7 8,098.7 8,099.2 0.5
<br /> K 7,780 57 284 12.7 8,118.8 8,118.8 8,118.8 0.0
<br />.... L 7,960 57 282 12.8 8,122.8 8,122.8 8,122.8 0.0
<br />Ln
<br /> M 8,300 76 248 10.3 8,128.6 8,128.6 8,128.6 0.0
<br /> N 8,800 67 238 10.7 8,144.4 8,144.4 8,144.4 0.0
<br /> 0 9,250 68 245 10.4 8,159.8 8,159.8 8,159.8 0.0
<br /> p 10,000 54 222 11.5 8,181.9 8,181.9 8,181.9 0.0
<br /> Q 11,150 54 222 11.5 8,217.9 8,217.9 8,217.9 0.0
<br /> R 11,450 64 234 10.9 8,226.0 8,226.0 8,226.0 0.0
<br /> S 12,635 101 252 9.0 8,261.5 8,261.5 8,261. 5 0.0
<br /> T 13,070 45 191 11. 7 8,274.8 8,274.8 8,274.8 0.0
<br /> U 13,185 99 252 8.9 8,278.1 8,278.1 8,278.5 0.4
<br /> V 13,435 145 309 7.2 8,284.2 8,284.2 8,284.4 0.2
<br /> W 14,435 54 156 9.7 8,306.7 8,306.7 8,306.9 0.2
<br /> X 15,610 69 82 9.7 8,338.2 8,338.2 8,338.2 0.0
<br /> Y 15,950 111 135 5.9 8,350.3 8,350.3 8,350.5 0.2
<br /> Z 16,480 68 91 6.7 8,365.2 8,365.2 8,365.2 0.0
<br /> 1 Te11er-E1 Paso County Line
<br /> Feet Above
<br />
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