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<br /> BASE FLOOD <br />FLOODING SOURCE FLOODWAY WATER SURFACE ELEVATION <br /> SECTION MEAN WITHOUT I WITH <br /> WIDTH AREA VELOCITY FLOODWAY FLOODWAY <br />CROSS SECTION DISTANCE 1 (FEET) (SQUARE (FEET PER REGULATORY FEET (NGVD) INCREASE <br /> FEET) SECOND) <br />North Clear Creek2 <br />A 0 7,929.35 <br />. <br />B 106 7,929.35 <br />C 157 7,932.69 <br />D 336 7,932.84 <br />E 386 7,935.92 <br />F 456 7,937.76 <br />G 518 7,938.55 <br />H 691 7,943.61 <br />I 903 7,948.31 <br />J 1,101 7,953.68 <br />K 1,266 7,956.95 <br />L 1,390 7,959.91 <br />M 1,464 7,961.87 <br />N 1,683 7,969.07 <br />0 1,848 7,977.04 <br />P 2,123 7,981.92 <br />Q 2,407 7,992.61 <br />R 2,492 7,995.10 <br />S 2,500 7,997.00 <br />T 2,655 7,998.71 <br />U 2,762 8,002.26 <br />V 2,883 8,002.26 <br />W 3,040 8,013.15 <br />X 3,268 8,015.62 <br />Y 3,297 8,015.73 <br />Z 3,350 8,021.66 . <br />___A - '. -". - . <br /> <br />FLOODWAYDATA <br /> <br />NORTH CLEAR CREEK <br /> <br />REVISED TO <br /> <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENcyREF Eel LOMR <br />CITY OF BLACK HAWK, CO <br />(GILPIN COUNTY) 0 AT 0 J UN 2 0 2002 <br /> <br /> <br />Creek <br /> <br />from confluence With Silve <br /> <br />upstream <br /> <br />this stream <br /> <br />80 feet <br /> <br />2 No Floodway computed fo <br /> <br />pomt <br /> <br />e a <br /> <br />-I <br />)> <br />1JI <br />r <br />m <br />c..> <br />