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<br /> BASE FLOOD
<br /> FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION
<br /> (FEET NGVD)
<br /> SECTION MEAN
<br />CROSS SECTION DIST ANCE1 WIDTH AREA VELOCITY REGULATORY WITHOUT WITH INCREASE
<br />(FEET) (SQUARE (FEET PER FLOODWA Y FLOODWAY
<br /> FEET) SECOND)
<br />CHERRY CREEK
<br /> A 78,085 677 5,452 9.4 5,620.0 5,620.0 5,620.7 0.7
<br /> B 78,855 717 5,313 9.5 5,623.7 5,623.7 5,624.3 0,6
<br /> C 79,135 571 4,853 10.4 5,625.4 5,625.4 5,626.1 0.7
<br /> D 79,945 1,344 10,546 4.8 5,629.5 5,629.5 5,630.5 1.0
<br /> E 80,540 1,053 8,462 5.9 5,630.8 5,630.8 5,631.6 0.8
<br /> F 81,475 1,362 7,945 6,3 5,633.8 5,633.8 5,634.6 0.8
<br /> G 81,930 1,087 5,481 9.2 5,635.8 5,635.8 5,636.5 0.7
<br /> H 82,485 921 7,150 7.0 5,639.7 5,639.7 5,640.5 0.8
<br /> I 83,025 1,831 14,806 3,3 5,645.9 5,645.9 5,646.6 0.7
<br /> J 83,295 1,795 12,488 4.0 5,646.1 5,646.1 5,646.8 0.7
<br /> K 83,755 1,919 8,953 5.5 5,646.4 5,646.4 5,647.1 0.7
<br /> L 85,175 2,730 13,432 3,6 5,649.1 5,649.1 5,649.8 0.7
<br /> M 86,145 2,178 9,670 5.0 5,650.1 5,650.1 5,650.9 0.8
<br />;VISED \TA N 86,615 2,010 9,465 5,1 5,651.2 5,651.2 5,652.2 1.0
<br />0 87,465 1,390 6,987 6.9 5,654.8 5,654.8 5,655.6 0.8
<br />P 88,255 1,220 6,248 7.6 5,659.1 5,659.1 5,659.8 0.7
<br /> Q 89,175 770 6,151 7,7 5,664.6 5,664.6 5,665.5 0.9
<br /> R 89,605 810 6,753 7.0 5,666.9 5,666.9 5,667.5 0.6
<br /> S 90,185 1,016 7,857 6.0 5,668.8 5,668.8 5,669.2 0.4
<br /> T 91,150 770 6,144 7,6 5,672.0 5,672.0 5,672.4 0.3
<br /> U 91,930 760 4,341 10.7 5,677.5 5,677.5 5,677.7 0.2
<br /> V 92,172 669 5,088 9,1 5,679.5 5,679.5 5,679.9 0.4
<br /> W 93,092 1,004 5,432 8.5 5,685.1 5,685.1 5,685.4 0.4 ~
<br /> X 93,632 943 6,317 7.2 5,687.8 5,687.8 5,688.5 0.7
<br /> Y 94,133 1,020 5,855 7.8 5,689.8 5,689.8 5,690.1 0.3
<br /> Z 96,225 713 4,4U1 1 f.:l 5,696.6 5,696.6 5,696.7 0.1
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<br />FLOODWAY I:[Alil(
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<br />CHERRY CREEK
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<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />ARAPAHOE COUNTY, CO
<br />AND INCORPORATED AREAS
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