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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOOD WAY BASE FLOOD ELEVl\TION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Sand Creek
<br /> (Cont' d)
<br /> BE 45,205 173 475 9.5 6,461. 3 6,461. 3 6,461. 4 0.1
<br /> BF 45,515 197 493 9.1 6,465.4 6,465.4 6,465.4 0.0
<br /> BG 66,195 290 674 6.7 6,472.5 6,472.5 6,472.6 0.1
<br /> BH 46,985 462 747 6.0 6,482.7 6,482.7 6,483.4 0.7
<br /> BI 48,985 350 647 7.0 6,507.4 6,507.4 6,507.4 0.0
<br /> BJ 49,525 225 529 8.5 6,514.0 6,514.0 6,514.0 0.0
<br /> BK 50,445 100 384 11.2 6,526.7 6,526.7 6,526.7 0.0
<br />.po BL 51,485 125 466 9.2 6,541. 3 6,541.3 6,541.3 0.0
<br />0) 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 6,773.6 6,773.6 6,773.7 0.1
<br /> 1 Confluence With Fountain Creek ~idth/Width Within Incorporated Area
<br /> Feet Above
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