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<br />flOODING SOURCE FlOODWAY BASE flOOD
<br /> WATER SURFACE ELEVATION
<br /> SECTION MEAN REGULATOAY I WITHOUT I WITH I INCREASE
<br /> WIDTH AREA VELOCl1Y FLOODWAY fLOODWA Y
<br />(ROSS SECTION DISTANCE: (FEn) (SQUARE (fEET PER
<br /> FEET) SECOND) (fEEl NGVD)
<br />Gay Reservoir
<br />Channel
<br />A 4,6801 82 211 5.7 5,218.7 5,218.7 5,218.8 0.1
<br />B 5,0701 75 187 6.5 5,220.8 5,220.8 5,220.8 0.0
<br />C 6,0201 164 195 6.2 5,235.9 5,235.9 5,236.8 0.9
<br />D 7,0801 162 229 4.6 5,249.9 5,249.9 5,250.3 0.4
<br />E 7,8051 1,042 4,582 0.2 5,262.9 5,262.9 5,262.9 0.0
<br />F 8,8451 200 183 5.2 5,264.7 5,264.7 5,265.2 0.5
<br />G 9,2701 194 315 3.0 5,268.9 5,268.9 5,269.8 0.9
<br />H 9,7801 51 113 8.5 5,275.2 5,275.2 5,275.5 0.3
<br />I 10,2801 59 168 4.9 5,281.4 5,281.4 5,282.3 0.9
<br />J 10,8201 20 44 8.4 5,287.6 5,287.6 5,288.0 0.4
<br />K 11,3551 56 103 3.6 5,294.4 5,294.4 5,294.7 0.3
<br />Gay Reservoir
<br />Channel
<br />North
<br />Tributary 9602
<br />A 138 171 2.6 5,297,4 5,297.4 5,297.5 0.1
<br />B 1,4052 213 108 4.1 5,304.9 5,304.9 5,304.9 0.0
<br />C 1,8002 252 145 3.0 5,315.1 5,315.1 5,315.1 0.0
<br />D 2,1602 94 93 4.7 5,321.9 5,321.9 5,321.9 0.0
<br />
<br />IFeet Above Confluence with Big Dry Creek
<br />2Feet Above Confluence with Gay Reservoir Channel
<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 />ADAMS COUNTY. CO
<br />AND INCORPORATED AREAS
<br />
<br />GAY RESERVOIR CHANNEL-GAY RESERVOIR CHANNEL NORTH TRIBUTARY
<br />
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