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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE <br /> <br />C -I <br /> <br />FLOOD PLA I N <br /> <br />AND FLOODWAY REFERENCE DATA <br /> <br /> BASIN DRAINAGEWAY INFORMATION 100 YEAR FLOOD PLAIN DATA FLOODWAY DATA <br />REACH IDENTIFICATION CROSS STAT I O~ FLOWLINE 100 YR, DISCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH CD WATER SURFACE <br />AND LOCAT I ON SECTION ELEVATION (efs) FLOOD ELEVATION (FEET) LEFT (FT) RI GHT ( FT) TOTAL (FT) FLOOD,IAY ELEV, <br />LI LLEY GULCH 325 70 + 60 5523.6 1600 5529.1 105 (3) <br /> 326 72 + 85 5525.1 1600 5532.5 65 (3) <br /> 327 74 + 10 5528.3 1600 5535.6 50 (3) <br /> 328 75 + 85 5530,5 1600 5538.0 120 (3) <br /> 329 76 + 40 5533.2 1600 5538.1 Overf low Ditch Section <br />WADSWORTH BLVD 330.1 77+ 85 5533.8 1600 5547.8 Overflow Street Seetio <br /> 331 78 + 25 5533,7 1550 5547.6 Overflow Ditch Section <br /> 332 80 + 50 5536,7 1550 5547.8 530 335 125 460 5547.8 (4) <br /> 333 82 + 05 5537.9 1550 5547.8 400 225 60 285 5547.8 (4) <br /> 334 85 + 65 5544.2 1550 5548.6 115 (3) <br /> 335 87 + 55 5546.6 1550 5550.1 145 (3) <br /> 336 91 + 70 5553.3 1400 5556.8 90 (3) <br /> 337 93 + 70 5555.7 1400 5559.5 170 (Under l:.onstruction (3) <br /> 338 97 + 90 5561,3 1400 5564.8 100 (3) <br /> 339 100 + 95 5565.0 1400 5568.9 100 (3) <br /> 340 103 + 70 5570,8 1400 5574.1 105 (3) <br /> 341 107 + 25 5576.7 1400 5579.4 135 (3) <br /> 342 110 + 45 5578.6 1400 5583.0 75 (3) <br /> 343 113 + 55 5581. 8 1400 5585.9 65 (3) <br />HOLLAND WAY 344.1 114 + 50 5583.3 1300 5593,6 190 Street Sectio <br /> 345.1 115 + 50 5586,0 1300 5594,1 325 (3) <br /> 346 122 + 00 5596.3 1300 5599.9 95 (3) <br /> 347 128 + 00 5605,9 1300 5608.8 120 (3) <br /> 348 132 + 85 5615.2 1300 5618.1 90 (3) <br /> 349 133 + 25 5627.4 1300 5628,9 290 Dam Section <br /> 350 136 + 40 5626,2 1300 5630.3 210 Ditch Section <br />KIPLING STREET 351 138 + 10 5626.4 1100 5636,3 205 Street Seetio <br /> 352 139 + 00 5626,9 1100 5636.8 205 100 85 185 5636.8 (4) <br /> 353 140 + 75 5630.4 1100 5636.8 205 55 140 195 5636.8 (4) <br /> 354 143 + 90 5638.0 900 5641.3 65 (3) <br /> <br />c-6 <br /> <br />(I) DISTANCE IN FEET, ABOVE MOUTH OR TRIBUTARY INTERSECTION. <br />(2) LIMITS ARE DEFINED BY DISTANCES lEFT AND RIGHT OF REFERENCE LINE LOOKING DOWNSTREAM. <br />(:3) FLOWS ARE CONTAINED IN CHANNEL, FLOODWAY DATA NOT PROVIDED. <br /> <br />(4) FL.OODWAY DATA DETERMINED USING JEFFERSON COUNTY CRITERIA. <br />(5) FLOODWAY DATA DETERMINEO USING un 8; FeD CRIYERIA. <br />(6) FLOODWAY SAME AS MAIN FLOW AREA OF FLOOD PLAIN <br /> <br />URBAN DRAINAGE & FLOOD CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br />URS COMPANY <br />