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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci ty wi thout With
<br /> Width Sec ti on Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section Distance1 ( Feet) (Square Feet) Second) (Feet) (Feet) (Feet) ( Feet)
<br />Monument Creek
<br />A 560 250 2,237 14.3 5,959.1 5,959.1 5,959.2 0.1
<br />B 1,160 170 2,264 14.1 5,963.7 5,963.7 5,963.7 0.0
<br />C 1,180 190 2,446 13.1 5,964.3 5,964.3 5,964.3 0.0
<br />D 1,530 230 2,941 10.9 5,964.9 5,964.9 5,964.9 0.0
<br />E 2,020 270 4,931 6.5 5,967.9 5,967.9 5,967.9 0.0
<br />F 2,080 270 4,935 6.5 5 ,967. 9 5,967.9 5,967.9 0.0
<br />G 2,830 180 2,125 15.1 5,971.0 5,971.0 5,971.0 0.0
<br />H 3,240 200 2,238 14.3 5,975.2 5,975.2 5,975.2 0.0
<br />I 3,730 200 2,584 12.4 5,981.0 5,981.0 5,981.0 0.0
<br />J 3,820 200 2,735 11. 7 5,981.5 5,981.5 5,981.5 0.0
<br />K 4,140 190 2,010 15.9 5,981.5 5,981.5 5,981.5 0.0
<br />L 4,390 200 3,021 10.6 5,984.9 5,984.9 5,984.9 0.0
<br />M 4,430 200 3,959 8.1 5,990.0 5,990.0 5,990.0 0.0
<br />N 5,180 220 2,584 12.4 5,990.0 5,990.0 5,990.0 0.0
<br />0 6,580 210 2,122 15.1 5,994.1 5,994.1 5,995.0 0.9
<br />p 7,530 220 2,395 13.4 6,000.9 6,000.9 6,000.9 0.0
<br />Q 7,570 220 2,396 13.4 6,000.9 6,000.9 6,000.9 0.0
<br />R 8,620 220 1,908 16.8 6,006.2 6,006.2 6,006.2 0.0
<br />S 9,400 210 2,292 14.0 6,011.4 6,011.4 6,011.4 0.0
<br />T 9,440 210 2,293 14.0 6,011.4 6,011.4 6,011.4 0.0
<br />U 10,450 160 1,737 18.4 6,022.7 6,022.7 6,022.7 0.0
<br />V 11 ,860 160 2,020 15.8 6,034.9 6,034.9 6,034.9 0.0
<br />w 13,160 150 1,796 17.9 6,044.6 6,044.6 6,044.6 0.0
<br />X 14,050 160 2,123 15.1 6,050.1 6,050.1 6,050.1 0.0
<br />Y 15,260 150 1,812 17.7 6,057.0 6,057.0 6,057.1 0.1
<br />1Feet Above Confluence With Fountain Creek
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