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<br />
<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 Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> "''''
<br /> "'I-
<br /> Cottonwood Creek "'""
<br /> ":"
<br /> A 300 142 1,092 9.2 6,248.0 6,248.0 6,248.5 0.5 ;:'0
<br /> ~W
<br /> B 460 130 1,026 9.7 6,248.5 6,248.5 6,248.9 0.4 ::>!!J
<br /> .,>
<br /> C 590 130 1,059 9.4 6,248.8 6,,248.8 6,249.8 1.0 "W
<br /> wO:
<br /> 780 96 712 14.0 6,256.5 6,256.5 6,257.0 0.5 1-0:
<br /> D ""0
<br /> ,,~
<br /> E 1,530 86 670 14.9 6,270.3 6,270.3 6,270.4 0.1 0:1-
<br /> ;oZ
<br /> F 1,555 97 1,033 9.7 6,274.3 6,274.3 6,274.3 0.0 "w
<br /> ~;o
<br /> G 1,660 45 570 17.6 6,277.1 6,277.1 6,277.1 0.0 ,.J:
<br /> "'U
<br /> '"
<br /> H 1,730 50 978 10.2 6,283.4 6,283.4 6,283.6 0.2 "I-
<br /> wI-
<br /> 1,830 50 1,038 9.6 6,284.4 6,284.4 6,285.4 1.0 "'''''
<br />w I >0:
<br />0 w;o
<br /> J 2,110 70 892 11.2 6,284.8 6,284.8 6,285.6 0.8 0:0
<br /> w~
<br /> K 3,710 84 632 15.8 6,305.6 6,305.6 6,306.2 0.6 ffi;;r;
<br /> R 8,470 101 671 14.9 6,397.5 6,397.5 6,398.2 0.7 :::O)'Z
<br /> <C ....~ 0
<br /> S 9,220 92 651 15.4 6,413.3 6,413.3 6,413.7 0.4 I--~
<br /> "'>-",
<br /> T 10,180 132 744 13.4 6,428.4 6,428.4 6,429.1 0.7 ,,~;o
<br /> W::>o:
<br /> . CI)"" 0
<br /> V 12,690 139 753 12.2 6,474.9 6 474.9 6 475.4 0.5 ww~
<br /> J:Wz
<br /> Z 14,605 160 814 11. 3 6,503.3 6,503.3 6,503.3 1-"'-
<br /> 0.0
<br /> M 15,180 169 766 12.0 6,510.7 6,510.7 6,510.7 0.0
<br /> AB 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 /> AE 16,965 215 824 11.3 6,539.1 6,539.1 6,539.2 0.1
<br /> AF 17,545 221 838 11.0 6,S49.0 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 /> AH 18,315 239 862 10.7 6,560.3 '6 560.3 6,561. 3 1.0
<br /> AI 18,945 209 85 o. 6,569.2 6,569.2 6,570.0 0.8
<br /> AJ 19,415 190 824 11. 2 6,573.5 6,573:5 6,574.2 0.7
<br /> '1 REVISED TO
<br /> Feet Above Confluence With !'-Ionument Creek
<br /> REVISED DATA REFLECT LOlli
<br /> JUlHS
<br />., -"q"."-,'-"" _~w~__,_.~
<br />
<br />
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