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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 4 - FLOOD PLAIN AND FLOODWAY REFERENCE DATA (Continued) <br /> LITTLE DRY CREEK, MAIN CHANNEL <br /> Flood Dischar~e Data Flood Plain Data Floodway Data <br />Location Cross Station 100-Yr. Stream 100-Yr. Flood Floodway Width. Floodway <br /> Section Discharge Bed Flood Plain Left Right Total Elev.(ft) NOTES <br /> Number (cfs) Elev. Elev. Width (ft) (ft) (ft) <br /> (msI) (msI) (ft) <br />Croke Canal 970 372+09 1240 5534.8 5538.0 73 52 21 73 5538.0 <br /> 980 372+83 760 5538.1 5542.8 270 20 135 155 5542.8 <br />Farmer's Highline <br />Canal 990 377+40 680 5542.4 5544.9 80 25 55 80 5544.9 <br /> 1000 379+07 640 5546.8 5549.0 220 73 140 213 5549.0 <br /> 1010 379+69 630 5547.4 5550.0 250 85 165 250 5550.0 <br /> 1020 385+32 620 5550.2 5552.6 95 20 60 80 5552.6 <br /> 1030 385+87 620 5553.0 5554.5 110 35 75 110 5554.5 <br /> 1040 386+40 620 5551.3 5554.6 110 55 55 110 5554.6 <br /> 1050 392+83 600 5561.7 5564.2 95 45 50 95 5564.2 <br /> 1060 393+18 600 5571.0 5572.6 357 172 174 346 5572.6 <br /> 1070 393+66 600 5566.4 5572.9 367 178 154 332 5572.9 <br /> 1080 398+10 590 5570.3 5572.9 292 34 110 144 5572.9 <br /> 1090 400+35 580 5572.3 5573.2 420 30 35 65 5573.2 <br /> 1100 401 +03 580 5577.4 5581.6 24 10 14 24 5581.6 <br /> 1110 401 +50 580 5575.5 5583.4 822 375 455 830 5583.4 <br /> 1120 408+14 420 5581.9 5583.4 122 60 32 92 5583.4 <br /> 1130 409+00 420 5583.5 5585.9 105 42 20 62 5585.9 <br /> 1140 409+90 420 5582.5 5586.9 199 51 29 80 5586.9 <br /> 1150 419+13 420 5593.6 5596.1 82 38 22 60 5596.1 <br /> 1160 426+01 420 5602.3 5604.6 95 15 45 60 5604.6 <br /> 1170 443+04 340 5623.2 5625.4 110 25 35 60 5625.4 <br />Alkire Street 1180 459+98 260 5645.6 5646.8 340 56 56 112 5647.3 Floodway assumes adequate bridge or culvert installation <br /> 1190 460+87 260 5647.7 5651.5 470 56 56 112 5652.0 " " " " " " <br /> 1200 469+47 210 5657.2 5658.4 275 93 91 184 5658.4 <br /> 1210 477+38 170 5663.4 5665.4 170 12 15 27 5665.4 <br />.From reference line view downstream. <br /> <br />-218- <br />