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<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE
<br /> DISTANCE' WIDTH AREA VELOCITY HODDWAY flOODWAY
<br />CROSS SECTION (FEEl) (SQUARE (FEET PER
<br /> FEET) SECOND) (FEET NGVO)
<br />Baldwin Gulch 5,759.12 5,760.12 1.03
<br />A 950 355 960 1.7 5,762.0
<br />B 1,950 110 216 7.5 5,773.7 5,773.7 5,773.7 0.0
<br />C 3,110 97 210 7.5 5,788.7 5,788.7 5,788.7 0.0
<br />D 3,900 90 240 6.7 5,798.2 5,798.2 5,798.2 0.0
<br />E 3,990 100 230 7.0 5,799.5 5,799.5 5,799.5 0.0
<br />F 4,575 59 121 7.7 5,809.0 5,809.0 5,809.0 0.0
<br />G 5,965 47 119 8.1 5,831.3 5,831.3 5,831.3 0.0
<br />H 6,900 42 110 8.6 5,845.4 5,845.4 5,845.4 0.0
<br />K 8,000 410 560 1.8 5,859.6 5,859.6 5,859.6 0.0
<br />J 9,395 138 203 5.1 5,879.4 5,879.4 5,879.4 0.0
<br />K 10,035 73 89 4.6 5,888.0 5,888.0 5,888.0 0.0
<br />L 10,135 148 754 0.6 5,893.7 5,893.7 5,894.7 1.0
<br />M 11,210 110 240 1.0 5,907.9 5,907.9 5,907.9 0.0
<br />N 12,225 70 126 1.9 5,923.4 5,923.4 5,923.4 0.0
<br />0 14,630 64 130 8.2 5,962.3 5,962.3 5,962.3 0.02
<br />p 15,300 88 211 5.1 5,978.1 5,978.1 5,979.1 1.0
<br />Q 16,165 235 231 4.4 5,996.4 5,996.4 5,996.4 0.0
<br />R 17 , 015 120 138 4.9 6,013.7 6,013.7 6,013.7 0.0
<br />S 18,275 113 144 4.8 6,034.1 6,034.1 6,034.1 0.02
<br />T 18,375 140 972 0.7 6,041.3 6,041.3 6,042.3 1.0
<br />U 20,125 102 190 6.3 6,059.1 6,059.1 6,059.1 0.0
<br />V 20,500 38 75 8.4 6,064.3 6,064.3 6,064.3 0.0
<br />
<br />IFeet Above Mouth
<br />2Elevation Computed Without Consideration of Influence of Cherry Creek
<br />3EncroaChment Limited to Channel Banks; Elevation Increase May Be Less Than 1.0 Foot
<br />
<br />T
<br />A
<br />B
<br />L
<br />E
<br />2
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />DOUGLAS COUNTY, CO
<br />(UNINCORPORATED AREAS)
<br />
<br />FLOODWAY DATA
<br />
<br />BALDWIN GULCH
<br />
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