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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) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Sulphur Gulch 1.02
<br /> A 800 963 658 9.6 5,819.8 5,819.8 5,820.8
<br /> B 910 85 398 15.9 5,820.4 5,820.4 5,821.4 1.0
<br /> C 1,760 1443 641 9.9 5,828.1 5,828.1 5,828.1 0.02
<br /> D 2,540 1203 776 8.2 5,833.5 5,833.5 5,834.5 1.0
<br /> E 3,810 249 847 7.6 5,844.0 5,844.0 5,844.0 0.0
<br /> F 4,510 290 440 14.6 5,849.6 5,849.6 5,849.6 0.0
<br /> G 4,610 297 1,022 6.3 5,851.0 5,851. 0 5,851.0 0.0
<br /> H 4,960 331 753 8.9 5,854.2 5,854.2 5,854.2 0.02
<br />>-' I 5,060 351 1,680 3.8 5,856.6 5,856.6 5,857.6 1.0
<br />In
<br /> J 5,520 239 719 9.0 5,859.5 5,859.5 5,859.5 0.02
<br /> K 6,415 135 689 8.8 5,866.9 5,866.9 5,867.9 1.0
<br /> L 7,110 150 623 9.9 5,873.0 5,873.0 5,873.0 0.02
<br /> M 7,170 215 1,395 4.4 5,880.0 5,880.1 5,881.1 1.0
<br /> N 8,325 166 583 10.6 5,887.0 5,887.0 5,887.0 0.0
<br /> 0 8,590 99 398 11.6 5,889.2 5,889.2 5,889.2 0'C2
<br /> P 8,690 125 896 5.2 5,893.6 5,893.6 5,894.6 1.0
<br /> Q 9,415 138 486 9.6 5,898.8 5,898.8 5,898.0 0.02
<br /> R 10,150 53 426 11.0 5,913.9 5,913.9 5,914.9 1.0
<br /> S 11,300 156 524 8.7 5,927.4 5,927.4 5,928.4 1.0
<br /> T 12,815 145 683 6.8 5,941. 5 5,941.5 5,942.5 1.02
<br /> U 13,900 145 620 7.6 5,954.8 5,954.8 5,955.8 1.0
<br /> V 14,955 58 365 12.9 5,964.0 5,964.0 5,965.0 1.0
<br /> W 16,000 351 625 5.6 5,976.3 5,976.3 5,976.3 0.0
<br /> 1
<br /> 2Feet Above Mouth
<br /> 3Encroachment Limited To Channel Banks; Elevation Difference May Be Less Than 1.0 Foot
<br /> F100dway Lies Entirely Outside Corporate Limits
<br />
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