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<br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Withou t With <br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase <br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> Sand Creek <br /> A 36,760 764 4,492 6.5 5,296.6 5,296.6 5,296.7 0.1 <br /> B 39,510 336 2,939 9.9 5,309.8 5,309.8 5,309.8 0.0 <br /> C 41,285 618 3,289 8.9 5,317.6 5,317.6 5,317.6 0,0 <br /> D 42,340 447 3,140 9.3 5,322.8 5,322.8 5,322,8 0.0 <br /> E 43,180 236 1,793 16.3 5,328.5 5,328.5 5,328.5 0,0 <br /> F 46,360 280 2,085 10.3 5,346.3 5,346.3 5,346.3 0.0 <br /> G 47,660 200 1,725 12.5 5,352.6 5,352,6 5,352,6 0.0 <br /> H 49,280 430 3,239 6.6 5,366,0 5,366.0 5,366.0 0,0 <br /> I 50,170 181 1,370 15.6 5,359.6 5,369.6 5,369.6 0.0 <br /> J 51,890 412 2,259 9.5 5,378.8 5,378.8 5,378.8 0.0 <br /> K 52,745 524 2,136 10.1 5,382.8 5,382,8 5,382.9 0.1 <br />'" L 56,485 620 3,131 6.9 5,397.8 5,397.8 5,398.8 1.0 <br />'" <br /> M 58',170 150 1,285 16.7 5,409.3 5,409.3 5,409.4 0.1 <br /> N 60,810 192 2,070 10.4 5,420.9 5,420,,9 5,420.9 0.0 <br /> 0 62,760 375 3,336 6.4 5,432.7 5,432,7 5,432,8 0.1 <br /> P 64,000 373 2,248 9.6 5,436.2 5,436.2 5,436.3 0.1 <br /> Q 65,160 550 4,650 3.9 5,439.4 5,439.4 5,439.5 0.1 <br /> R 66,140 398 1,848 9.9 5,440.6 5,440,6 5,440,8 0.2 <br /> S 68,025 317 1,477 12.4 5,450.4 5,450.4 5,450.4 0.0 <br /> T 68,640 326 2,530 7.3 5,455.7 5,455.7 5,455.7 0.0 <br /> U 69,350 507 2,840 6.5 5,557.7 5,457.7 5,457.8 0.1 <br /> V 70,065 340 2,274 8.1 5,461.9 5,461.9 5,462.1 0.2 <br /> W 72,230 810 3,695 5,0 5,473.0 5,473.0 5,473.4 0.4 <br /> X 75,010 1,394 4,500 4.1 5,486.0 5,486.0 5,486.0 0,0 <br /> IFeet Above Mouth <br />