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<br />TABLE 4 <br />FLOODWAY DATA <br />ROARING FORK RIVER, EAGLE & PITKIN COUNTIES, COLORADO <br /> <br /> FLOODWAY BASE FLOOD ELEVATION <br />Reference Stationing Reference Top Section Mean Regulatory Floodway <br />Section from County Line Location Width Area Velocity Water Surface Water Surface Increase <br />Number (feet) (feet) (Sq, feet) (fps) (feet) (feet) (feet) <br />56 219+ 11 165 1,017 10,2 6534,94 6534,96 0.0 <br />58 223+53 298 2,014 5,2 6537.22 6537.23 0.0 <br />60 231+83 346 1,032 10,1 6538.71 6538.72 0,0 <br />62 239+98 433 1,313 7.9 6547,30 6547,30 0.0 <br />64 249+52 444 2,029 5,1 6551.53 6551.54 0.0 <br />66 256+52 368 1,072 9,7 6559.05 6559,07 0.0 <br />68 261+78 605 2,196 4.7 6562.42 6562.42 0,0 <br />70 267+38 545 1,555 6.7 6565.92 6565.98 0,1 <br />71 270+68 472 1,832 7.1 6569.73 6569.73 0,0 <br />72.5 274+78 680 2,944 3.5 6572.46 6572.47 0,0 <br />73 276+38 698 1,571 6.6 6573,09 6573.12 0.0 <br />75 283+58 607 1,627 6.4 6579.83 6579.92 0,1 <br />76,1 287+78 568 1,939 6.2 6583.94 6584,07 0,1 <br />76,2 288+85 520 2,529 4.2 6585,51 6585,51 0,0 <br />76.35 Midland Avenue Bridge <br />76.38 289+49 610 4,288 2.4 6588,06 6588,27 0,2 <br />76.65 292+19 610 2,381 4.4 6588.27 6588.67 0.4 <br />78 293+59 817 3,190 3.3 6591.08 6591.08 0,0 <br />80,5 294+49 548 1,930 5.4 6591 .87 6591 .87 0,0 <br />81 297+09 353 1,048 9,0 6596.02 6596,09 0,1 <br />82 Emma Bridge <br />83 297+49 528 1,875 5,0 6598.00 6598,00 0.0 <br />83,6 301+44 295 1,288 7.3 6599.66 6599.66 0.0 <br />85,6 308+24 300 1,050 9.0 6607,09 6607.13 0.0 <br />86.4 310+45 293 967 9.7 6609.49 6609.49 0.0 <br />86,5 315+07 289 921 10,2 6615.47 6615.47 0.0 <br />88,5 319+97 252 937 10.0 6620.54 6620.55 0.0 <br />88,6 323+82 171 782 12.0 6625.45 6625.49 0,0 <br />90 326+72 301 972 9,7 6633.45 6633.45 0.0 <br />92 Bridge Upper Basalt Bypass Bridge <br />94 327+36 282 2,403 6,7 6636.27 6636,27 0,0 <br />96 332+59 246 1,360 6,9 6637,75 6637,75 0.0 <br />98 339+10 481 1,186 7,9 6647,21 6647.21 0,0 <br />100 347+20 158 762 12,3 6656.46 6656.46 0,0 <br />