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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout 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 /> (Continued)
<br /> AA 21,500 612 3,162 5.2 5,952.6 5,952.6 5,953.6 1.0
<br /> AB 22,620 300 ,1,433 11.4 5,956.8 5,956.8 5,956.9 0.1
<br /> AC 23,620 431 1,997 8.2 5,965.0 5,965.0 5,965.9 0.9
<br /> AD 24,260 290 1,522 10.8 5,973.1 5,973.1 5,973.1 0.0
<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 />w AI 28,810 384 1,727 9.2 6,008.1 6,008.1 6,008.5 0.4
<br />~
<br /> AJ 29,510 405 1,801 8.9 6,014.5 6,014.5 6,014.5 0.0
<br /> AK 30,010 251 1,328 12.0 6,018.4 6,018.4 6,019.3 0.9
<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 1.0
<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 /> AS 37,150 300 1,472 10.8 6,078.9 6,078.9 6,078.9 0.0
<br /> AT 37,750 215 1,411 11.3 6,082.8 6,082.8 6,083.8 1.0
<br /> AU 38,650 340 1,720 9.3 6,089.9 6,089.9 6,090.6 0.7
<br /> AV 40,460 498 2,260 7.04 6,104.5 6,104.5 6,105.5 1.0
<br /> AW 42,250 290 1,666 9.51 6,121.1 6,121.1 6,122.1 1.0
<br /> AX 43,650 172 956 16.60 6,135.2 6,135.2 6,136.2 1.0
<br /> AY 44,560 212 1,239 12.80 6,144.3 6,144.3 6,145.3 1.0
<br /> AZ 44,660 212 1,387 11. 40 6,146.5 6,146.5 6,147.5 1.0
<br /> 1 Confluence With Plum Creek
<br /> Feet Above
<br />
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