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<br />. ,";
<br /> ,
<br /> ,
<br /> Table
<br /> FLOODING SOURCE FLOOD
<br /> Width Section A
<br /> Cross Section Distance1 (Feet) (Square F
<br /> Piney Creek
<br /> A 775 220" 1,062
<br />REV.ISED DAT B 1,635 145 1,107
<br /> C 2,070 110 935
<br /> D 2,330 ..... 110 901
<br /> E 2,660 131 1,014
<br /> F 2,875 145 1,022
<br /> G 3,145 133 1,031
<br /> H 3,788 213 1,415
<br />V> ~ I 4,253 252 1,061
<br />N
<br /> J 4,898 298 1,104
<br /> K 5,788 183 796
<br /> L 6,667 170 1,091
<br /> M 7,287 110 672
<br /> N 8,059 230 1,345
<br /> 0 8,752 327 1,396
<br /> P 9,323 191 887
<br /> Q 9,588 148 745
<br /> R 10,018 102 667
<br /> S 10,588 201 1,446
<br /> T 11,285 214 823
<br /> U 11,616 235 1,229
<br /> V 12,016 244 1,193
<br /> W 12,206 274 1,051
<br /> X 13,106 '130 1,192
<br /> , , Y 14,066 199 937
<br /> Z 15,461 295 1,254
<br /> ~Feet Above Confluence wi th Cherry Creek
<br /> .
<br />.
<br />
<br />2.
<br />
<br />WAY
<br />
<br />rea
<br />eet)
<br />
<br />F100dway Data
<br /> BASE FLOOD ELEVATION
<br />Mean
<br />Velocity Without With
<br />(Feet per Regulatory F100dway F100dway Increase
<br />Second) (Feet) (Feet) (Feet) (Feet)
<br />9.2 5,629.3 5,629.3 5,629.8 0.5
<br />8.9 5,637.5 5,637.5 5,637.9 0.4
<br />10.5 5,639.2 5,639.2 5,639.9 0.7
<br />10.9 5,639.8 5,639.8 5,640.8 1.0
<br />9.7 5,642.7 5,642.7 5,643.1 0.4
<br />9.6 5,643.8 5,643.8 5,644.0 0.2
<br />9.5 5,644.9 5,644.9 5,645.0 0.1
<br /> 5 647.4 5 647.4 5,647.4 0.0
<br />9.2 5,648.7 5,648.7 5,648.7 0.0
<br />8.6 5,653.4 5,653.4 5,653.4 0.0
<br />11.9 5,660.7 5,660.7 5,660.7 0.0
<br />8.7 5,666.8 5,666.8 5,667.1 0.3
<br />14.1 5,672.9 5,672.9 5,672.9 0.0
<br />7.1 5,678.8 5,678.2 5,678.8 0.6
<br />6.8 5,682.0 5,682.0 5,682.0 0.0
<br />10.7 5,687.1 5,687.1 5,687.3 0.2
<br />12.8 5,690.7 5,690.7 5,690.7 0.0
<br />13.9 5,695.5 5,695.5 5,695.5 0.0
<br />6.4 5,699.5 5,699.5 5,700.2 0.7
<br />11.2 5,702.6 5,702.6 5,702.6 0.0
<br />7.5 5,705.3 5,705.3 5,705.4 0.1
<br />7.8 5,706.6 5,706.6 5,707.1 0.5
<br />8.8 5,709.2 5,709.2 5,709.2 0.0
<br />7.8 5,712.9 5,712.9 5,713.8 0.9
<br />9.9 5,717.0 5,717.0 5,717.3 0.3
<br />7.1 5,726.1 5,726.1 5,726.2 0.1
<br /> REVISED TO
<br /> REFLECT LOMR
<br /> DATED
<br /> ,IDN -2 0 1995
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