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<br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER-SURFACE ELEVATION <br /> SECTION AREA MEAN VELOCITY WITHOUT FLOODWAY I WITH FI.ooDWAY <br />CROSS SECTION DISTANCE 1 WIDTH (FEET) (FEET PER <br /> (SQUARE FEET) SECOND ) REGULATORY INCREASE <br /> FEET (NAVD 88 J <br />EAGLE RIVER <br />A 980 550 2,593 3.1 6,144.5 6,144.5 6,145.3 0.8 <br />B 1,541 401 1,974 4.1 6,145.0 6,145.0 6,145.7 0.7 <br />C 2,059 331 827 9.7 6,14504 6,145.4 6,146.4 1.0 <br />D 2,415 339 866 9.3 6,149.2 6,149.2 6,149.7 0.5 <br />E 3,169 132 724 11.1 6,155.1 6,155.1 6,155.2 0.1 <br />F 3,890 180 925 8.7 6,160.6 6,160.6 6,161.2 0.6 <br />G 4,364 240 1,199 6.7 6,165.0 6,165.0 6,165.1 0.1 <br />H 4,980 186 857 9.4 6,172.1 6,172.1 6,172.1 0.0 <br />I 5,612 140 738 10.9 6,181.0 6,181.0 6,181.3 0.3 <br />J 6,004 121 649 12.4 6,186.9 6,186.9 6,186.9 0.0 <br />K 6,519 105 608 13.2 6,192.2 6,192.2 6,192.2 0.0 <br />L 7,021 124 1,274 6.3 6,196.4 6,196.4 6,196.5 0.1 <br />M 7,730 404 1,932 4.2 6,197.3 6,197.3 6,197.6 0.3 <br />N 8,478 545 3,544 2.3 6,197.6 6,197.6 6,198.5 0.9 <br />0 8,964 553 4,217 1.9 6,197.8 6,197.8 6,198.7 0.9 <br />P 9,417 265 2,319 3.5 6,197.9 6,197.9 6,198.7 0.8 <br />Q 9,817 113 932 8.6 6,197.9 6,197.9 6,198.5 0.6 <br />R 10,243 110 779 10.3 6,199.2 6,199.2 6,200.2 1.0 <br />S 10,916 143 1,299 6.2 6,202.6 6,202.6 6,203.3 0.7 <br />T 11,659 156 1,257 6.4 6,204.1 6,204.1 6,204.7 0.6 <br />U 12,100 294 2,133 3.8 6,204.8 6,204.8 6,205.7 0.9 <br />V 12,813 568 4,505 1.8 6,205.2 6,205.2 6,206.1 0.9 <br />W 13,399 307 2,123 3.8 6,205.3 6,205.3 6,206.2 0.9 <br />X 14,151 346 3,669 2.2 6,205.7 6,205.7 6,206.6 0.9 <br />y 15,250 382 2,127 3.8 6,205.8 6,205.8 6,206.8 1.0 <br />Z 15,805 445 2,653 3.0 6,206.3 6,206.3 6,207.3 1.0 <br /> <br />I Stream distance in feet above the confluence with Colorado River <br /> <br />i <br />r- <br />m <br />I\a <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br />EAGLE COUNTY, CO <br />AND INCORPORATED AREAS <br /> <br />FLOODWAY DATA <br /> <br />EAGLE RIVER <br />