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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Distance1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br />Cross Section (Feet) (SQuare Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Camp Creek 2653/1702
<br />A 150 1,210 1.2 6,110.0 6,110.0 6,110.0 0.0
<br />B 340 279/1602 260 5.4 6,112.6 6,112.6 6,112.8 0.2
<br />C 610 200 417 3.4 6,120.9 6,120.9 6,121.0 0.1
<br />D 900 230 412 3.4 6,125.2 6,125.2 6,125.3 0.1
<br />E 1,300 190 380 3.7 6,131.8 6,131.8 6,132.0 0.2
<br />F 1,375 180 954 7.0 6,136.4 6,136.4 6,136.4 0.0
<br />G 2,215 230 1,154 5.8 6,155.2 6,155.2 6,156.1 0.9
<br />H 2,595 300 1,296 5.2 6,160.9 6,160.9 6,161.8 0.0
<br />I 3,425 240 1,017 6.6 6,178.3 6,178.3 6,178.3 0.0
<br />J 3,590 260 1,169 5.7 6,181.5 6,181. 5 6,182.3 0.8
<br />K 3,660 270 1,177 5.7 6,183.0 6,183.0 6,183.6 0.6
<br />L 3,710 190 783 8.6 6,184.3 6,184.3 6,184.3 0.0
<br />M 4,105 110 684 9.8 6,192.9 6,192.9 6,192.9 0.0
<br />N 4,283 180 1,072 6.3 6,198.1 6,198.1 6,198.1 0.0
<br />0 4,327 180 1,063 6.3 6,199.1 6,199.1 6,199.1 0.0
<br />P .4;368.. .180 835 8;0 6,200.4 6,200,4 6,200,4 0,0
<br />Q 5,083 200 1,038 6.5 6,213.1 6,213.1 6,213.9 0.8
<br />R 5,230 240 1,082 6.2 6,217 .3 6,217.3 6,217.3 0.0
<br />S 5,236 240 1,551 4.3 6,218.7 6,218.7 6,219.6 0.9
<br />T 5,633 400 1,366 4.9 6,226.1 6,226.1 6,226.3 0.2
<br />U 5,763 560 1,841 3.6 6,228.4 6,228.4 6,229.4 1.0
<br />V 5,903 340 1,027 6.5 6,231.3 6,231.3 6,231.3 0.0
<br />W 6,643 170 750 8.9 6,243.8 6,243.8 6,243.8 0.0
<br />X 7,573 160 696 9.6 6,259.3 6,259.3 6,259.3 0.0
<br />Y 7,608 230 1,015 6.6 6,263.0 6,263.0 6,263.0 0.0
<br />Z 7,683 250 829 8.1 6,263.5 6,263.5 6,263.7 0.2
<br />AA 7,783 250 898 7.5 6,264.9 6,264.9 6,265.6 0.7
<br />AB 7,861 250 981 6.8 6,266.2 6,266.2 6,266.8 0.6
<br />1Feet Above Confluence With Fountain Creek 2Floodway Width Controlled By Fountain Creek F100dway
<br />3Tota1 Width/Width Within Corporate Limits
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