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<br /> Table 2, Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity without With
<br /> width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) {Square Feet} Second } (Feet) (Feet) (Feet) (Feet)
<br /> West Toll Gate
<br /> Creek Tributary
<br /> A 990 119 321 9,4 5,527.4 5,527.4 5,527.4 0.0
<br /> B 1,200 131 322 9.0 5,531.0 5,531.0 5,531. 0 0.0
<br /> C 1,380 257 1,643 1.8 5,539.5 5,539.5 5,539.5 0.0
<br /> D 1,920 245 873 3.2 5,539.5 5,539.5 5,539,5 0.0
<br /> E 2,400 210 289 9.4 5,543.3 5,543.3 5,543.3 0,0
<br /> F 3,070 117 283 9,2 5,552.0 5,522.0 5,522.0 0,0
<br /> G 3,580 194 358 7.0 5,560.6 5,560.6 5,560.6 0.0
<br /> H 3,750 169 1,069 2.3 5,570.9 5,570.9 5,570.9 0.0
<br /> I 4,040 224 1,195 2.0 5,571.0 5,571.0 5,571.0 0.0
<br />0- J 9,120 27 118 11.9 5,640.1 5,640.1 5,640.1 0.0
<br />N K 9,270 27 116 12.1 5,641.9 5,641.9 5,641.9 0.0
<br /> L ,.",!l,,_33,0 67 159 8.8 5,647.2 5,647,2 5,647.2 0,0
<br /> M 9,850 74 169 7.4 5,652;9 ' 5; 652. 9 5,652,9 0.0
<br /> N 10,480 27 167 6.9 5,656,1 5,656.1 5,656.1 0.0
<br /> 0 10,620 27 167 6.9 5,657.1 5,657.1 5,657.1 0.0
<br /> P 11,5110 170 266 3.6 5,661.8 5,661.8 5,662.1 0.3
<br /> Q 12,320 400 200 4.1 5,671.6 5,671.6 5,671.8 0.2
<br /> R 13,240 199 231 2,8 5,683.6 5,683.6 5,683.9 0.3
<br /> S 13,920 71 93 5.6 5,689.9 5,689.9 5,689.9 0.0
<br /> T 14,615 102 119 3.6 5,696.1 5,696,1 5,696.1 0.0
<br /> U 15,280 40 58 5.2 5,700.5 5,700.5 5,700.5 0.0
<br /> V 15,415 90 94 3,2 5,704.1 5,704,1 5,704.1 0.0
<br /> W 15,470 158 282 1.1 5,706.1 5,706.1 5,706.7 0,6
<br />
<br />1Feet Above Confluence With West Toll Gate Creek
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