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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) '(Feet) (Feet) (Feet) (Feet)
<br /> Cottonwood Creek
<br /> L 4,731 101 742 13.5 6,322.B 6,322.B 6,323.3 0.5
<br /> M 5,331 96 717 13.9 6,332.B 6,332.B 6,333.5 0.7
<br /> N 6,211 77 620 16.1 6,350.4 6,350.4 6,350.B 0.4
<br /> 0 6,B91 B1 649 15.4 6,362.0 6,362.0 6,362.6 0.6
<br /> p B,13l 100 675 14.B 6,3B5.2 6,3B5.2 6,3B5.2 0.0
<br /> Q B,231 1002 B97 11.2 6,390.0 6,390.0 6,390.0 0.0
<br /> R B,471 1012 671 14.9 6,397.5 6,397.5 6,39B.2 0.7
<br /> S 9,221 92 651 15.4 6 413.3 6 413.3 6 413.7 0.4
<br /> 11,101 ~ 1,02'6 9.7 6,447.1 6,447.1 6,447.1
<br /> U 3 350 0.0
<br />to.> 1602
<br />w W 13 294 13,411 765 12.0 6,483.3 6 483.3 6,483.3 0.0
<br /> X 14,131 1102 650 14.2 6,497.2 6,497.2 6,497.2 0.0
<br /> Y 14,256 1052 649 14.2 6,499.4 6,499.4 6,499.4 0.0
<br /> AR ' 26,266 99 570 13.7 6,6B4.9 6,6B4.9 6,6B4.9 0.0
<br /> AS 27,356 100 544 13.3 6,701.7 6,701. 7 6,701.7 0.0
<br /> AT 2B,651 110 565 12.B 6,721.B 6,721.B 6,721.B 0.0
<br /> 'AY 35,726 130 546 11.B 6,B44.7 6,B44.7 6,B45.1 0.4
<br /> AZ 37,026 90 4B2 13.3 6,B71.4 6,B71.4 6,B71.4 0.0
<br /> BA 37,237 70 449 14.3 6,874.B 6,B74.B 6,B74.B 0.0
<br /> BI 42,276 40 307 15.9 6,957.4 6,597.4 6,597.4 0.0
<br /> BJ 42,323 40 407 12.0 6,959.9 6,959.9 6,959.9 0.0
<br /> BK 42,4B2 57 345 14.1 6,961.3 6,961.3 6,961.3 0.0
<br /> BL 42,931 60 362 13.5 6,970.3 6,970.3 6,970.3 0.0
<br /> 8M 45,461 90 431 11.3 7,010.2 7,010.2 7,010.2 0.0
<br /> BN 45,501 170 '497 9.B 7,019.B 7,019.B 7,020.3 0.5
<br /> BO 45,551 300 2,B02 1.7 7,021.1 7,021.1 7,022.0 0.9
<br /> 1 " 2
<br /> Feet Above Confluence With Monument Creek F100dway Lies Entirely WithRmSfDrate Limits
<br /> 3 Feet Above Confluence with Monument Creek After/Before Channelization i!.; TO
<br /> REFLECT lOMR
<br />"
<br />( DATED
<br /> JUl 1~
<br />
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