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<br />T
<br />A
<br />8
<br />L
<br />E
<br />2
<br />
<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> SHllON MEAN REGULATORY I WITHOUT I WITH I INCREASE
<br /> WIDTH AREA VELOCITY HOODWAY fLOODWA Y
<br />CROSS SEGION DISTANCE (FEET) (SQUARE (FEET PER
<br /> FEET) SECOND) (fEET NGVD)
<br />Snake River
<br />(Cont'd) 15,8501
<br />AA 250 214 4,6 9,347.5 9,347.5 9,347.8 0,3
<br />AB 16,4251 83 163 7.8 9,362.2 9,362.2 9,362,2 0,0
<br />AC 17 ,4251 110 189 6.7 9,376.7 9,376.7 9,377.1 0.4
<br />AD 18,0101 68/793 291 4.4 9,384.8 9,384.8 9,385,1 0.3
<br />AE 18,6101 239 226 5.6 9,397.0 9,397.0 9,397.1 0.1
<br />AF 19,1301 240/ 353 3.6 9,405.7 9,405.7 9,405.7 0.0
<br /> 60/304
<br />AG 19,9751 174 202 6.3 9,419.7 9,419.7 9,419.7 0.0
<br />AH 20,6401 49 134 9.5 9,432.7 9,432.7 9,433.0 0.3
<br />South Barton
<br />Gulch
<br />A 02 307 133 2.4 9,392.1 9,392.1 9,392.1 0.0
<br />B 6102 225 194 1.7 9,407.1 9,407.1 9,407.4 0.3
<br />C 1,2302 III 102 3,1 9,430.0 9,430.0 9,430.0 0.0
<br />D 1,7402 60 150 2.1 9,441.8 9,441.8 9,442.4 0.6
<br />E 2,5502 31 93 3.4 9,476.4 9,476.4 9,477.4 1.0
<br />F 3,3302 27 92 3.5 9,503.9 9,503.9 9,504.9 1.0
<br />G 3,9202 213 166 1.9 9,533.1 9,533.1 9,533.2 0.1
<br />H 4,6202 26 61 5.2 9,591.9 9,591.9 9,591.9 0.0
<br />I 5,2202 20 56 5.8 9,647.0 9,647.0 9,647.5 0.5
<br />J 6,0202 30 64 5,0 9,719.0 9,719.0 9,719.4 0.4
<br />
<br />1Feet Above Keystone Gulch
<br />2Mi1es Above Limit of Detailed Study
<br />
<br />3Left Channel/Right Channel
<br />4Left Channel/Center Channel/Right Channel
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAY DATA
<br />
<br />SUMMIT COUNTY. CO
<br />(UNINCORPORATED AREAS)
<br />
<br />SNAKE RIVER - SOUTH BARTON GULCH
<br />
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