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<br />. <br /> <br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Veloci ty without With <br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase <br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> West Toll Gate <br /> Creek (Cont'd) <br /> BA 44,558.5 78 431 26.0 537.5 537.5 537.5 0.0 <br /> BB 45,408.5 321 826 13.6 545.3 545.3 545.3 0,0 <br /> BC 46,708.5 296 815 13.7 551. 6 551. 6 551. 6 0.0 <br /> BD 48,138.5 103 245 22.9 566.7 566.7 566,7 0,0 <br /> BE 49,638.5 96 238 22.4 578.3 578.3 578.3 0.0 <br /> BF 51,138,5 47 208 23.0 589.6 589.6 589.6 0,0 <br /> BG 52,783.5 100 335 13.4 604.2 604.2 604,2 0.0 <br /> BH 53,639,5 274 712 6.3 5,612.1 5,612.1 5,612.1 0.0 <br /> BI 55,139.5 344 948 4.7 5,624.7 5,624.7 5,624.7 0,0 <br /> BJ 56,939.5 148 615 7.3 5,639.1 5,639.1 5,639.1 0.0 <br />'" BK 57,439.5 368 1,724 2.6 5,645.8 5,645.8 5,645.8 0.0 <br />..... <br /> BL 58,439.5 223 518 8.7 5,647.5 5,647.5 5,647.5 0.0 <br /> BM 59,439.5 72 354 12.7 5,658.0 5,658.0 5,658.0 0.0 <br /> <br />1Feet Above Confluence With Sand Creek <br />