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<br /> BASE FLOOD <br /> FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION <br /> REGULATORY 'I WITHOUT 1 WITH T <br />CROSS SECTION DISTANCE' WIDTH SECTION AREA MEAN VELOCITY FLOODWAY FLOODWAY INCREASE <br /> (FEE1) (SQUARE FEE1) (FEET PER <br /> SECONOl (FEET NGVD) <br /> Copper <br /> Slough <br /> J 4,610 336' 721 2.6 4,943.2 4,943.2 4,944.2 1.0 <br /> K 5,340 398 1,351 1.4 4,944.0 4,944.0 4,944.8 0.8 <br /> L 5,920 85 74 4.5 4,944.6 4,944.6 4,944.9 0.3 <br /> M 6,145 60 124 2.7 4,946.2 4,946.2 4,946.4 0.2 <br /> N 6,575 35 65 5.1 4,948.3 4,948.3 4,948.3 0.0 <br /> 0 7 050 342 531 3.5 4 950.8 4 950.8 4 951. 6 n Q <br /> p 7,436 270 502 3.7 4,953.0 4,953.0 4,953.6 0.6 <br /> Q 7,466 14 51 11.0 4,953.5 4,953.5 4,953.5 0.0 <br />RevL data <br />lFeet Above Confluence With Lake Canal 2Cross Section Located Within the Unincorporated Areas of Larimer County <br />T FLOODWAY DATA <br />A <br />B FEDERAL EMERGENCY MANAGEMENT AGENCY <br />L <br />E CITY OF FORT COLLINS, CO REViSE[ <br /> TO <br />2 (LARIMER CO.) COOPER SLOUGH <br /> :FlECl lOMR <br /> <br />DATED MAY 222003 <br />