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<br /> BASE FLOOD
<br /> FLOODWA Y WATER-SURFACE ELEVATION
<br /> . (FEET NAVD)
<br /> SECTION MEAN ,-
<br />DISTANCE11 \^JIDTH AREA VELOCITY I REGULATORY WITHOUT \t\lITH
<br />(FEET) (SQUARE (FEET PER FLOODWA Y FLOODWAY I INCREASE
<br /> FEET) SECOND)
<br />
<br />FLOODING SOURCE
<br />
<br />CROSS SECTION
<br />
<br />2
<br />
<br />0.0
<br />0.1
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />-
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />1.0
<br />0.0
<br />0.0
<br />0.0
<br />1.0
<br />0.0
<br />0.0
<br />
<br />5,770.1
<br />5,778.0
<br />5,793.1
<br />5,802.6
<br />5,799.3
<br />5,810.1
<br />5,834.2
<br />5,848.1
<br />5,856.4
<br />5,875.7
<br />5,887.1
<br />5,893.5
<br />5,911.6
<br />5,926.7
<br />5,965.4
<br />5,982.2
<br />5,999.5
<br />6,016.8
<br />6,037.2
<br />6,045.4
<br />6,062.2
<br />6,067.4
<br />
<br />5,770.1
<br />5,777.9
<br />5,793.1
<br />5,802.6
<br />5,799.3
<br />5,810.1
<br />5,834.2
<br />5,848.1
<br />5,856.4
<br />5,875.7
<br />5,887.1
<br />5,893.5
<br />5,911.6
<br />5,926.7
<br />5,965.4
<br />5,981.2
<br />5,999.5
<br />6,016.8
<br />6,037.2
<br />6,044.4
<br />6,062.2
<br />6,067.4
<br />
<br />5,770.1
<br />5,777.9
<br />5,793.1
<br />5,802.6
<br />5,799.3
<br />5,810.1
<br />5,834.2
<br />5,848.1
<br />5,856.4
<br />5,875.7
<br />5,887.1
<br />5,893.5
<br />5,911.6
<br />5,926.7
<br />5,965.4
<br />5,981.2
<br />5,999.5
<br />6,016.8
<br />6,037.2
<br />6,044.4
<br />6,062.2
<br />6,067.4
<br />
<br />8.1
<br />4.5
<br />9.3
<br />14.4
<br />9.7
<br />7.7
<br />8.4
<br />82
<br />8.9
<br />2.2
<br />4.9
<br />3.8
<br />3.6
<br />2.8
<br />8.2
<br />5.1
<br />4.4
<br />4.9
<br />4.8
<br />0.7
<br />6.3
<br />8.4
<br />
<br />259
<br />468
<br />207
<br />134
<br />199
<br />121
<br />112
<br />-
<br />117
<br />284
<br />184
<br />84
<br />111
<br />313
<br />159
<br />130
<br />211
<br />231
<br />138
<br />144
<br />972
<br />190
<br />75
<br />
<br />125
<br />91
<br />62
<br />21
<br />63
<br />66
<br />46
<br />-
<br />40
<br />46
<br />58
<br />37
<br />196
<br />166
<br />87
<br />64
<br />88
<br />235
<br />120
<br />113
<br />140
<br />102
<br />38
<br />
<br />1,485
<br />1,829
<br />2,755
<br />3,155
<br />3,832
<br />4,062
<br />5,452
<br />-
<br />6,900
<br />8,000
<br />9,395
<br />10,035
<br />10,135
<br />11,210
<br />12,225
<br />14,630
<br />15,300
<br />16,165
<br />17,015
<br />18,275
<br />18,375
<br />20,125
<br />20,500
<br />
<br />BALDWIN GULCH
<br />- A
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<br />C
<br />o
<br />E
<br />F
<br />G
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<br />H
<br />I
<br />J
<br />K
<br />REVISED AREA L
<br />M
<br />N
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<br />P
<br />Q
<br />R
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<br />U
<br />V
<br />
<br />Feet Above Mouth
<br />Elevation Computed Without
<br />
<br />1
<br />2
<br />
<br />nfluence of Cherry Creek
<br />
<br />
<br />Consideration of
<br />
<br />FLOODWAY DATA
<br />
<br />BALDWIN GULCH
<br />
<br />FEDERAL EMERGENCY MANAGEMENT
<br />
<br />DOUGLAS COUNTY, cijEFLEJ
<br />AND ~NCORPORA TED A~cJTIVE JUL 26 2006
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<br />A
<br />8
<br />L
<br />E
<br />
<br />7
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