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<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 F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> East Plum Creek
<br /> AA 21,500 612 3,162 5.2 5,952.6 5,952.6 5,953.6 1.0
<br /> AB 22,260 300 1,433 11.4 5,956.8 5,956.8 5,956.9 0.1
<br /> AC 23,260 431 1,997 8.2 5,965.0 5,965.0 5,965.9 0.9
<br /> AE 25,260 431 2,126 7.7 5,979.8 5,979.8 5,980.7 0.9
<br /> AF 26,260 381 1,666 9.8 5,987.8 5,987.8 5,987.8 0.0
<br /> AG 27,410 365 1,797 9.1 5,997.3 5,997.3 5,997.9 0.6
<br /> AH 28,310 340 1,704 9.4 6,004.8 6,004.8 6,004.8 0.0
<br /> Al 28,810 384 1,727 9.2 6,008.1 6,008.1 6,008.5 0.4
<br /> AJ 29,510 405 1,801 8.9 6,014.5 6,014.5 6,014.5 0.0
<br />f-' AK 30,010 251 1,328 12.0 6,018.4 6,018.4 6,109.3 0.9
<br />'"
<br /> AL 30,400 258 1,366 11.7 6,022.6 6,022.6 6,023.5 0.9
<br /> AM 30,950 430 2,563 6.2 6,027.2 6,027.2 6,028.2 1.0
<br /> AN 31,650 208 1,240 12.9 6,033.6 6,033.6 6,034.4 0.8
<br /> AO 33,650 224 1,278 12.5 6,048.6 6,048.6 6,049.4 0.8
<br /> AP 34,750 215 1,446 11.0 6,059.1 6,059.1 6,060.1 1.0
<br /> AQ 35,650 212 1,438 11.1 6,066.4 6,066.4 6,067.1 0.7
<br /> AR 36,500 355 1,846 8.6 6,072.9 6,072.9 6,073.8 0.9
<br /> AW 42,250 290 1,666 9.51 6,121.1 6,121.1 6,172.1 1.0
<br /> AZ 44,660 212 1,387 11. 40 6,146.5 6,146.5 6,147.5 1.0
<br /> BA 45,750 225 1,503 10.50 6,152.7 6,152.7 6,153.7 1.0
<br /> BB 47,850 174 1,374 11.50 6,172.2 6,172.2 6,173.2 1.0
<br /> Be 48,000 174 1,879 8.43 6,176.4 6,176.4 6,177.4 1.0
<br /> lFeet Above Confluence with Plum Creek
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