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<br /> Tab~e 3. F~oodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve~ocity Without With
<br /> ~ Width Section Area (Feet per Regu~tory F~oodway F~oodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Snowmass Creek
<br /> A ~20 40 188 ~0.1 6,847.7 6,847.7 6,848.2 0.5
<br /> B 225 47 188 10.~ 6,852.7 6,952.7 6,853.4 0.7
<br /> C 640 59 182 10.4 6,864.7 6,864.7 6,864.7 0.0
<br /> D ~,100 77 205 9.3 6,879.0 6,879.0 6,879.0 0.0
<br /> E ~,760 53 180 10.6 6,897.4 6,897.4 6,897.4 0.0
<br /> F 2,530 48 175 ~0.9 6,9~7.8 6,917.8 6,9~7.8 0.0
<br /> G 3,275 ~OO 245 7.8 6,937.1 6,937.~ 6,937.~ 0.0
<br /> H 4,060 32 153 12.4 6,953.6 6,953.6 6,953.6 0.0
<br /> I 4,345 4.5 266 7.1 6,961.1 6,961.1 6,961.2 O.~
<br /> J 5,650 29 ~47 12.9 6,991. 2 6,991.2 6,991.2 0.0
<br />w K 6,370 45 171 11.~ 7,007.2 7,007.2 7,007.2 0.0
<br />'" L 6,770 45 172 11.~ 7,0~4.7 7,0~4.7 7,014.7 0.0
<br /> M 6,820 39 289 6.6 7,016.5 7,0~6.S 7,0~6.5 0.0
<br /> N 7,100 105 225 8.4 7,025.6 7,025.6 7,025.6 0.0
<br /> 0 7,725 72 196 9.7 7,042.1 7,042.1 7,042.1 0.0
<br /> p 7,935 88 2~5 8.8 7,046.3 7,046.3 7.046.3 0.0
<br /> Q 8,02S ~4 91 14.5 7,048.7 7,048.7 7,048.7 0.0
<br /> R 8,490 86 156 8.4 7,061.3 7,061.3 7,061.3 0.0
<br /> S 8,920 S5 142 9.3 7,068.7 7,068.7 7,068.7 0.0
<br /> T 9,985 50 137 9.6 7,096.0 7,096.0 7,096.1 0.1
<br /> U 10,825 60 1,46 9.1 7,119.2 7,119.2 7,119.2 0.0
<br /> V 11,550 40 129 10.2 7,139.4 7,139.4 7,~39.4 0.0
<br /> W 12,180 39 128 10.3 7,~54.8 7,~54.8 7,~54.8 0.0
<br /> X 12,19S 67 153 8.6 7,174.2 7,174.2 7,~74.2 0.0
<br /> Y 12,955 33 121 10.9 7,176.7 7,176.7 7,~76.7 0.0
<br /> Z 12,990 33 ~72 7.7 7,178.2 7,178.2 7,178.2 0.0
<br />~ Conf~uence with Roaring Fork River
<br /> Feet Above
<br />
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