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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Distance1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br />Cross Section (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Sand Creek
<br />(Cont'd)
<br />BE 44,866 64 341 13.2 6,460.9 6,460.9 6,460.9 0.0
<br />BF 45,876 106 403 11.2 6,473.1 6,473.1 6,473.1 0.0
<br />BG 46,456 74 360 12.5 6,480.0 6,480.0 6,480.0 0.0
<br />BH 47,091 140 442 10.2 6,495.4 6,495.4 6,495.8 0.4
<br />BI 48,471 230 525 8.6 6,513.8 6,513.8 6,513.8 0.0
<br />BJ 48,895 147 451 10.0 6,519.2 6,519.2 6,519.2 0.0
<br />BK 49,550 140 390 10.8 6,526.7 6,526.7 6,526.7 0.0
<br />BL 51,485 125 466 9.2 6,541.3 6,541.3 6,541.3 0.0
<br />BM 52,380 60 324 13.3 6,554.7 6,554.7 6,554.9 0.2
<br />BN 52,580 107 489 8.8 6,557.4 6,557.4 6,557.4 0.0
<br />BO 53,095 120 426 10.1 6,566.7 6,566.7 6,566.7 0.0
<br />BP 53,550 50 305 14.1 6,574.9 6,574.9 6,575.4 0.5
<br />BQ 54,590 99 378 11.1 6,587.9 6,587.9 6,587.9 0.0
<br />BR 55,645 39 308 13.6 6,608.5 6,608.5 6,608.5 0.0
<br />BS 56,500 80 393 9.9 6,618.4 6,618.4 6,619.0 0.6
<br />BT 57,495 170 490 8.0 6,633.5 6,633.5 6,634.1 0.6
<br />BU 58,645 65 296 12.2 6,650.3 6,650.3 6,651.0 0.7
<br />BV 59,485 150 390 9.2 6,664.7 6,664.7 6,664.7 0.0
<br />BW 60,685 130 350 9.4 6,680.1 6,680.1 6,680.6 0.5
<br />BX 60,686 60 255 11.8 6,706.9 6,706.9 6,707.5 0.6
<br />BY 61,381 100 427 7.0 6,711.9 6,711.9 6,712.6 0.7
<br />BZ 63,621 90 264 9.9 6,744.7. 6,744.7 6,744.8 0.1
<br />CA 64,091 164 427 6.1 6,748.7 6,748.7 6,749.4 0.7
<br />CB 64,891 41 223 11.7 6,761.2 6,761.2 6,762.2 1.0
<br />CC 65,046 90/02 270 9.6 6,713.6 6,713.6 6,713.7 0.1
<br />1Feet Above Confluence With Fountain Creek 2Width/Width Within Incorporated Area
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