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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> >
<br /> Cottonwood Creek
<br /> A 300 142 1,092 9.2 6,248.0 6,248.0 6,248.5 0.5
<br /> B 460 130 1,026 9.7 6,248.5 6,248.5 6,248.9 0.4
<br /> C 590 130 1,059 9.4 6,248.8 6,248.8 6,249.8 1.0
<br /> D 780 96 712 14.0 6,256.5 6,256.5 6,257.0 0.5
<br /> E 1,530 86 670 14.9 6,270.3 6,270.3 6,270.4 0.1
<br /> F 1,555 97 1,033 9.7 6,274.3 6,274.3 6,274.3 0.0
<br /> G 1,660 45 570 17.6 6,277.1 6,277.1 6,277.1 0.0
<br /> B 1,730 50 978 10.2 6,283.4 6,283.4 6,283.6 0.2
<br />... I 1,830 50 1,038 9.6 6,284.4 6,284.4 6,285.4 1.0
<br />Cl J 2,110 70 892 11.2 6,284.8 6,284.8 6,285.6 0.8
<br /> K 3,710 84 632 15.8 6,305.6 6,305.6 6,306.2 0.6
<br /> R 8,470 101 671 14.9 6,397.5 6,397.5 6,398.2 0.7
<br /> S 9,220 92 651 15.4 6,413.3 6,413.3 6,413.7 0.4
<br /> T 10 180 1 2 44 13.4 6 428.4 6 428.4 6 429.1 0.7
<br /> v 12,744 159 747 1 . 6,468,8 ,4 8. .8 0.0
<br /> 2 12.0 6,483.3 6,483.3 0,0
<br /> W 13,294/13,411 160 765 6,483.3
<br /> X 14,131 110 650 14.2 6,497.2 6,497.2 6,497.2 0.0
<br /> y 14,256 105 649 14.2 4 6 0.0
<br /> Z 14,605 160 814 11.3 6,503.3 6,503.3 6,503.3 0.0
<br /> AA 15,180 169 766 12,0 6,510.7 6,510.7 6,510.7 0.0
<br /> AS 15,930 181 783 11.8 6,522.3 6,522.3 6,522.3 0.0
<br /> AC 16,245 193 799 11.5 6,526.9 6,526.9 6,526.9 0.0
<br /> AD .16,695 128 963 13.3 6,536.0 6,536.0 6,536.0 0.0
<br /> AS 16,965 215 824 11.3 6,539.1 6,539.1 6,539.2 0.1
<br /> AI' 17,545 221 838 11.0 6,549.0 6,549.0 6,549.4 0.4
<br /> AG 17,785 194 808 11.4 6,552.9 6,552.9 6,553.6 0.7
<br /> AS 18,315 239 862 10.7 6,560.3 6,560.3 6,561. 3 1.0
<br /> AI 18,945 209 823 11.2 6,569.1 6,569.1 6,569.9 0.8
<br /> AJ 19,415 222 854 10.8 6,576.2 6,576.2 6,577.0 0.8
<br /> 1 . !EyISED TO
<br /> Feet Above Confluence With Monument Creek
<br /> 2
<br /> Feet Above Confluence With Monument Creek After/Before Channelization JiCtlECT LOMR
<br />. DATED JUt 1_
<br />
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