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<br />FLOODING SOURCE
<br />
<br />Cross Section
<br />
<br />Distance1
<br />
<br />Cherry Creek
<br />A
<br />B
<br />C
<br />D
<br />E
<br />F
<br />G
<br />H
<br />I
<br />J
<br />K
<br />L
<br />M
<br />N
<br />o
<br />P
<br />Q
<br />R
<br />S
<br />
<br />78,085
<br />78,855
<br />79,135
<br />79,945
<br />80,540
<br />81,475
<br />81,930
<br />82,485
<br />83 , 025
<br />83,295
<br />83,755
<br />85,175
<br />86,145
<br />86,615
<br />87,465
<br />88,255
<br />B9,175
<br />89,605
<br />90,185
<br />
<br /> ...
<br /> Table 2, Floodway Data
<br /> FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br />Width Section (Feet per Regulatory Floodway Floodway Increase
<br />(feet) Area Second) (Feet) (Feet) (Feet) (Feet)
<br />
<br />677
<br />717
<br />571
<br />1,344
<br />1,053
<br />1,362
<br />1,087
<br />921
<br />1,831
<br />1,795
<br />1,919
<br />2,730
<br />2,178
<br />2,010
<br />1,390
<br />1,220
<br />780
<br />827
<br />990
<br />REVISED DATA
<br />
<br />5,452 9,4 5,620.0 5,620.0 5,620.7 0,7
<br />5,313 9.5 5,623,7 5,623.7 5,624.3 0.6
<br />4,853 10.4 5,625.4 5,625.4 5,626,1 0,7
<br />10,546 4,8 5,629.5 5,629.5 5,630.5 1.0
<br />8,462 5.9 5,630,8 5,630.8 5,631.6 0.8
<br />7,945 6,3 5,633.8 5,633.8 5,634.6 0.8
<br />5,481 9.2 5,635.8 5,635.8 5,636,5 0,7
<br />7,150 7.0 5,639.7 5,639.7 5,640.5 0.8
<br />14,806 3.3 5,645.9 5,645.9 5,646.6 0.7
<br />12,488 4.0 5,646.1 5,646,1 5,646,8 0,7
<br />8,953 5.5 5,646.4 5,646.4 5,647.1 0,7
<br />13,432 3.6 5,649.1 5,649.1 5,649.8 0.7
<br />9,670 5.0 5,650.1 5,650,1 5,650,9 0,8
<br />9,465 5.1 5,651.2 5,651.2 5,652.2 1.0
<br />6,987 6.9 5,654.8 5,654.8 5,655.6 0.8
<br />6,248 7,6 5,659,1 5,659.1 5,659.8 0.7
<br />6,183 7.7 5,664.6 5,664.6 5,665.5 0.9
<br />7,342 6.4 5,666.7 5,666,7 5,667.5 0.8
<br />7,635 6.2 5,668.9 5,668,9 5,669,1 0,2
<br />
<br /> '........... .
<br />T 91,145 770 5,937 8.6 5,672.0 5,672,0 5,672.1 0,1
<br />U 91,885 760 4,567 16.2 5,677 .6 5,677.6 5,677.7 0.1
<br />V 92, 313 730 5,376 14.1 5,680.9 5,680.9 5,681.1 0,2
<br />W 93,555 1,000 5,461 14,8 5,685.2 5,685.2 5,685.6 0.4
<br />X 94,045 943 6,399 11.5 5,688.1 5,688.1 5,688.6 0.5
<br />Y 94,625 1,020 5,B79 14,0 5,689,8 5,689,8 5,690,1 0,3
<br />Z 96,225 713 4,401 17,2 5,696.6 5,696.6 5,696.7 0.1
<br />
<br />REVISED TO
<br />RERECT LOMR
<br />DATED OCT 121999
<br />
<br />lFeet Above Confluence With South Platte River
<br />
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