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<br /> BASE FLOOD
<br /> FLOODING SOURCE FLOODWA Y WATER-SURFACE ELEVATION
<br /> SECTION REGULATORY WITHOUT WITH INCREASE
<br /> CROSS SECTION DIST ANCE1 WIDTH AREA VELOCITY FLOODWAY FLOODWAY
<br /> (FEET) (SQUARE (FEET PER (FEET NA VD)
<br /> _ FEET) SECONQl
<br /> Gay Reservoir -
<br /> Channel
<br /> 4,691 85 - 156 1:9 - 5,220.5 5,220.5 5,220.6 01
<br /> A
<br /> B 5,091 60 78 3.7 5,222.4 5,222.4 5,222.4 0.0
<br /> C 5,935 57 105 2.7 5,233.5 5,233.5 5,233.5 0.0
<br /> D 7,086. 42 64 1.8 5,253.6 5,253.6 5,253.6 0.0
<br /> E 7,526 6 13 8.4 5,259.3 5,259.3 5,259.3 0.0
<br /> F 8,845 410 226 4.3 5,267.5 5,267.5 5,267.5 0.0
<br /> G 9,270 194 - ill 3]' - 5,272.0 5,272.0 5,272.9 [9
<br /> H 9,780 51 113 8.5 5,278.3 5,278.3 5,278.6 0.3
<br /> I 10,280 59 168 4.9 5,284.5 5,284.5 5,285.4 0.9
<br /> J 10,820 20 44 8.4 5,290.7 5,290.7 5,291.1 0.4
<br /> K 11,355 56 103 3.6 5,297.5 5,297.5 5,297.8 0.3
<br /> REVISED DATA
<br /> il ~~" il iJ
<br /> " /-"
<br /> ~,;~" ;,,';:
<br /> -~iili.l f f;
<br /> - -
<br />1 Stream distance in feet above confluence with Big Dry Creek.
<br /> A'
<br />~l -
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODWAY DATA
<br />B
<br />L CITY AND COUNTY OF -
<br />E
<br /> BROOMFIELD. CO GAY RESERVOIR CHANNEL
<br />3
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