<br />FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER-SURFACE ELEVATION
<br /> SECTION AnA MEAN VELOCITY WITHOUT FLOoDWAYI WITH FLOoDWAY
<br />CROSS SECTION DISTANCE' WIDTH (FEET) (FEET PER
<br /> (SQUARE FEET) REGtlIATORY INCREASE
<br /> SECOND) FEET (NAVD)
<br />BRUSH CREEK
<br />A 156 29 111 11.3 6,504.5 6503.e 6503.1 ~ 0.0
<br />B 242 32 148 8.5 6,504.5 6,504.5 6,504.9 0.4
<br />C 569 33 138 9 6,507.3 6,507.3 6,507.8 0.5
<br />D 963 24 105 11.9 6,514.0 6,514.0 6,514.5 0.5
<br />E 1,050 36 221 5.6 6,518.5 6,518.5 6,518.5 0.0
<br />F 1,139 66 392 3.2 6,519.3 6,519.3 6,519.6 0.3
<br />G 1,230 77 186 6.7 6,519.3 6,519.3 6,519.5 0.2
<br />H 1,260 105 327 3.8 6,520.3 6,520.3 6,520.4 0.1
<br />I 1,330 100 156 8 6,520.3 6,520.3 6,520.3 0.0
<br />J 1,730 37 120 10.4 6,528.8 6,528.8 6,528.8 0.0
<br />K 2,000 54 161 7.7 6,534.8 6,534.8 6,534.9 0.1
<br />L 2,010 54 159 7.9 6,534.9 6,534.9 6,535.0 0.1
<br />M 2,085 72 346 3.6 6,535.7 6,535.7 6,536.6 0.9
<br />N 2,255 40 124 10.1 6,538.3 6,538.3 6,538.3 0.0
<br />0 2,915 116 163 7.5 6,546.8 6,546.8 6,546.8 0.0
<br />P 3,640 83 180 6.8 6,554.0 6,554.0 6,554.5 0.5
<br />Q 5,295 106 182 6.8 6,577.0 6,577.0 6,577.1 0.1
<br />R 5,840 52 177 6.9 6,585.3 6,585.3 6,585.3 0.0
<br />S 5,900 50 180 6.8 6,586.3 6,586.3 6,586.3 0.0
<br />T 6,560 46 128 9.5 6,597.6 6,597.6 6,597.6 0.0
<br />U 8,015 31 121 10.1 6,617.3 6,617.3 6,617.7 0.4
<br />V 10,380 190 275 4.5 6,647.3 6,647.3 6,647.7 0.4
<br />w 11,175 215 367 3.3 6,661.8 6,661.8 6,661.8 0.0
<br />X 13,140 80 151 8.1 6,697.1 6,697.1 6,697.1 0.0
<br />Y 15,115 92 189 6.5 6,731.4 6,731.4 6,731.9 0.5
<br />Z 15,435 279 357 3.4 6.738.0 6.738.0 6.738.0 0.0
<br />
<br />~
<br />III
<br />In
<br />N
<br />
<br />I Feet above mouth
<br />
<br />2E1evation Shown Without Consideration of Baclcwater Effects From Eagle River
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />EAGLE COUNTY, CO
<br />AND INCORPORATED AREAS
<br />
<br />FLOODWAY DATA
<br />
<br />BRUSH CREEK
<br />
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