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<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATORY WITHOUT I WITH tNCREAS~
<br />CROSS SECTION DISTANCEl WIDTH AREA VELOCITY HODDWAY flOODWAY
<br /> (fEET) (SQUARE (FEET PER
<br /> fEET) SECOND) (FEET NGVD)
<br />Dry Gulch
<br />(Lakewood Gulch
<br />Tributary)
<br />A 275 35 171 12.8 5,253.0 5,249,32 2 0.0
<br />5,249.3
<br />B 465 35 179 12,2 5,253.4 5,253,4 5,253.4 0,0
<br />C 505 25 216 10.1 5,258.1 5,258.1 5,258.4 0,3
<br />D 610 107 1,259 1.7 5.268,7 5,268,7 5,269,1 0.4
<br />E 655 194 1,809 1.2 5,268.8 5,268.8 5,269.2 0,4
<br />F 945 171 1,482 1.5 5,268,8 5,268.8 5,269.2 0.4
<br />G 1,190 105 820 2,7 5,268.8 5,268,8 5,269.2 0,4
<br />H 1,330 50 578 3,8 5,269,0 5,269,0 5,269.2 0.2
<br />I 1,390 122 863 2,5 5,269.2 5,269.2 5,269.4 0.2
<br />J 1,618 47 305 7,1 5,269.2 5,269,2 5,269,4 0,2
<br />K 2,112 38 177 12.4 5,272,6 5,272,6 5,272,6 0,0
<br />L 2,615 67 289 7.6 5,2lin.5 5,280,5 5,280.5 0,0
<br />M 3,115 52 216 10,1 5,286,0 5,286.0 5,286.4 0.4
<br />N 3,575 70 281 7.8 5,292.3 5,292,3 5,292,3 0,0
<br />0 4,040 73 267 8,2 5,297,4 5,297.4 5,297.6 0.2
<br />p 4,120 25 201 10.9 5,302.0 5,302.0 5,302,0 0,0
<br />Q 4,170 73 498 4.4 5,304,3 5,304.3 5,304,3 0,0
<br />R 4,440 64 332 6,6 5,304,7 5,304,7 5,304.8 0,1
<br />S 4,520 15 130 16.7 5,308.8 5,308,8 5,308.9 0.1
<br />T 4,675 15 126 17.3 5,311.5 5,311.5 5,311.6 0,1
<br />U 4,680 15 197 11.0 5,316.0 5,316,0 5,316,0 0,0
<br />V 4,770 121 1,110 2.0 5,318,9 5,318.9 5,319,0 0.1
<br />W 5,200 70 528 4,1 5,318.9 5,318.9 5,319.0 0.1
<br />
<br />1Feet Above Mouth 2E1evation Computed With Consideration of 8ackwater Effect From Lakewood Gulch
<br />
<br />T
<br />A
<br />B
<br />L
<br />E
<br />3
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FlOODWA Y DATA
<br />
<br />CITY AND COUNTY OF
<br />DENVER, CO
<br />
<br />DRY GULCH (LAKEWOOD GULCH TRIBUTARY)
<br />
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