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<br />T
<br />A
<br />B
<br />l
<br />E
<br />2
<br />
<br />FLOODING SOURCE FlOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SEcl1bN MEAN REGULATORY I WITHOUT I WIlH I INCREASE
<br /> DISTANCe' WIDTH AREA VELOOTY FLOOOWAY FLOCDWAY
<br />CftOSS SECTION (FEET) (SQUARE (FEET PER
<br /> FEEl) SECOND) (FEET NGVD)
<br />Sulphur Gulch REVISED
<br />(Cont'd) /
<br />AA 18,915 139 450 10.3 6,024.8 6,024.8 6,024.8 0.0
<br />'AB 20,285 85 452 10,3 6,047,6 6,047,6 6,047,6 0.0
<br />AC 21,455 110 482 9.6 6,063.1 6,063,1 6,063.1 0.0
<br />AD 22,875 88 523 8.9 6,079.8 6,079,8 6,080.8 1.0
<br /> ,
<br />AE 24,175 260 511 9.1 6,097.1 6,097.1 6,097,1 0.0 '
<br />AF 25,205 146 452 10,3 6,111,0 6,111.0 6,111.0 0,0
<br />AG 25,255 325 2,889 1.6 6,120.0 6,120,0 6,120.0 0.0
<br />AU 26,375 89 383 12.1 6,130.4 6,130.4 6,130,4 0.0
<br /> .
<br />Tallman Gulch
<br />A 460 71 203 8.2 5,891.8 5,891.8 5,891.8 0.0
<br />B 560 83 204 8.1 5,892.7 5,892.7 5,892.7 0.02
<br />C 1,795 25 156 8.9 5,916.1 5,916.1 5,917.1 1.0
<br />D 1,925 130 186 7.4 5,917.8 5,917.8 5,917.8 0.0
<br />E 2,400 55 160 8.6 5,923.4 5,923.4 5,923.4 0.0
<br />P 2,505 73 198 7.1 5,925.0 5,925.0 5,925.0 0.0
<br />G 4,030 142 120 11.6 5,944.5 5,944.5 5,945.5 1.0
<br />H 5,125 142 120 11.6 5,956.6 5,956.6 5,957.6 1.0
<br />I 5,225 424 3,576 0.4 5,968.0 5,968.0 5,969.0 1.0
<br />J 5,825 379 1,514 0.9 5,970.0 5,970.0 5,970.0 0.02
<br />It 7,725 239 896 1.7 5,988.0 5,988.0 5,989.0 1.0
<br />L 9,325 62 173 9.5 6,020.3 6,020.3 6,020.3 0.02
<br />M 10,525 35 187 8.8 6,040.3 6,040.3 6,041.3 1.0
<br />N 11,875 313 354 4.7 6,056.5 6,056.5 6,056.5 0.02
<br />0 13,475 120 356 4.7 6,087.8 6,087.8 6,088.8 1.0
<br /> '.
<br />
<br />DATA
<br />
<br />1Peet Above Mouth
<br />2Encroachment Limited to Channel Banks; Elevation Increase May Be Less Than 1.0 Poot
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />REVISED TO
<br />L MR
<br />FLOODWAY DATA DATEDIiIAY&4 1998
<br />
<br />
<br />DOUGLAS COUNTY, CO
<br />(UNINCORPORATED AREAS)
<br />
<br />SULPHUR GULCH - TALLMAN GULCH
<br />
<br />y
<br />
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