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<br /> Table 2, Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty Wi thout With
<br /> width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Toll Gate Creek
<br /> A 2,960 433 2,002 12.0 5,338.2 5,338.2 5,338.3 0.1
<br /> B 3,880 264 1,899 12.6 5,342.8 5,342.8 5,343.2 0.4
<br /> C 4,450 160 1,411 17 .0 5,347.3 5,347.3 5,347.3 0.0
<br /> D 4,990 156 1,695 13.6 5,349,8 5,349.8 5,350.6 0.8
<br /> E 5,770 368 2,028 11.3 5,356,4 5,356.4 5,356.5 0,1
<br /> F 6,250 302 2,168 10.6 5,358.9 5,358.9 5,359.1 0.2
<br /> G 7,000 239 1,715 13,4 5,360.5 5,360.5 5,360.5 0.0
<br /> H 7,480 126 1,597 14.4 5,362.5 5,362,5 5,362,5 0.0
<br /> I 7,910 139 1,483 15.2 5,364.3 5,364.3 5,364.3 0.0
<br />en J 8,080 145 1,707 13.2 5,365.9 5,365.9 5,365.9 0,0
<br />'"
<br /> K 8,845 134 1,466 15.4 5,368,4 5,368.4 5,368.4 0.0
<br /> L 9,570 128 1,576 14.3 5,372.3 5,372.3 5,372.3 0.0
<br /> M ,10,410 ".L35 1,H4., 12.6 u5 ,,376,,6 5,376,6_ 5,376.6 0.0
<br /> N 10,720 182 1,881 11.2 5,379.5 5,379.5 5,379.5 0.0
<br /> 0 10,870 175 1,584 13.2 5,380.1 5,380.1 5,380.1 0.0
<br /> p 11,390 600 5,087 4,2 5,383.0 5,383.0 5,383.4 0.4
<br /> Q 11,730 804 3,475 6.3 5,383.5 5,383.5 5,383.9 0.4
<br /> R 12,150 627 2,454 8.8 5,385.5 5,383.5 5,385.5 0.0
<br /> S 12,380 776 4,805 4.5 5,387.3 5,387.3 5,387.7 0.4
<br /> T 12,610 693 3,049 7.1 5,387.3 5,387.3 5,387.6 0.3
<br /> U 13,210 434 2,811 7.6 5,388.3 5,388.3 5,388.8 0.5
<br /> V 13,630 489 2,577 8.3 5,389.1 5,389.1 5,389.5 0.4
<br /> W 14,150 490 2,134 10,1 5,390.4 5,390.4 5,390.7 0.3
<br /> X 14,800 144 1,500 14.1 5,393.0 5,393.0 5,393.2 0.2
<br /> Y 15,080 494 4,089 5.1 5,401.9 5,401.9 5,402,0 0.1
<br /> Z 17,090 326 2,087 10.1 5,402.9 5,402.9 5,402.9 0.0
<br /> AA 18,860 590 3,394 6.2 5,408.0 5,408.0 5,408.2 0.2
<br /> 1Feet Above Confluence With Sand Creek
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