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<br />I 100-YEAR FLOODPLA I N DATA TABLE IV-I (Cont inued) <br /> 100-YEAR FLOODWAY OATA CITY PARK BAS IN <br /> 100-YEAR 100-YEAR FLOODWAY LIMITS* 100-YEAR <br />I CROSS STREAM 100-YEAR FLOOD FLOODPLAIN TOTAL FLOOD WAY <br />LOCATION SECTION STATION BED ELEV. DISCHARGE ELEVATION WIDTH WIDTH LEFT RIGHT ELEV. "REMARKS <br /> NUMBER (Ft.) (ms I) (cfs) (ms!) (Ft. ) (Ft. ) (Ft. ) (Ft. ) (ms I) ~ <br />I 234 132+85 5341.6 1370 5347.4 320 111 40 71 5347.6 <br /> 235 138+00 5345.5 1370 5350.1 72 72 22 50 5350.1 <br />I 236 142+24 5351.8 1370 5355.4 250 85 35 50 5355.9 <br /> 237 145+00 5350.4 1370 5357.2 340 87 47 40 5357.3 <br />I Mi dway Blvd. 239 147+70 5353.9 1370 5359.1 660 150 150 0 5359.6 <br /> 240 151+75 5358.6 890 5362.1 190 53 -35 88 5362.3 <br /> 241 156+ 70 5363.8 890 5366.4 134 63 40 23 5366.9 <br />I 242 161+70 5368.6 890 5371.1 117 53 43 10 5371.4 <br /> 243 IS~,60 5376.8 890 5379.5 128 128 85 43 537':J.,) <br />I 244 170+20 5382.2 890 5385.8 430 80 30 270 5386.3 I s I and s p I i ts floodplain and floodway <br /> 244.1 170+ 70 5382.0 890 5387.9 758 220 0 220 5388.4 <br />I U.S. 287 245 171+ 70 5389.2 890 5390.1 592 120 -30 150 5390.6 Left edge 25' right of reference line <br /> 246 172+20 5385.3 890 5390.3 929 200 90 110 5390.8 <br />I 247 177+10 5392.0 365 5393.0 128 120 100 20 5393.0 <br /> 248 182+15 5396.3 365 5398.5 120 96 30 66 5398.6 <br /> 249 187+ 30 5401. 2 365 5402. 7 134 134 44 90 5402.7 <br />I 250 192+37 5405.3 365 5407.5 166 53 23 30 5407.9 <br /> 251 194+82 5406.8 365 5409.4 112 52 40 12 5409.9 <br />I 252 200+00 ' 5412.2 365 5414.2 181 172 60 112 5414.2 <br /> South Tributary 260 3+70 5353.8 800 5355.0 395 150 65 85 5355.5 <br />I 261 9+07 5358.0 800 5359.6 129 70 35 35 5360.4 <br /> 262 10+55 5359.5 800 5360.7 293 65 35 30 5361.2 <br />I 262.1 11+55 5360.0 800 5361.9 130 77 42 35 5362.4 <br /> 263 12+60 5361. 1 800 5363.6 75 74 30 44 5363.6 <br />I 264 17+50 5365.9 800 5368.0 85 79 38 41 5368.0 <br /> 265 22+65 5375.3 640 5377 .1 198 63 35 28 5377.6 <br /> 265.1 24+30 5378.5 640 5380.3 172 42 25 17 5380.5 <br />I 266 27+80 5384.9 640 5386.3 202 174 154 20 5386.3 <br /> 267 30+93 5390.7 640 5392.3 320 148 30 118 5392.8 <br />I 268 36+20 5394.1 640 5395.4 241 97 65 32 5395.6 <br /> 269 37+10 5395.2 640 5396.4 378 110 70 40 5396.9 <br />I 269.1 37+82 5397.0 640 5398.4 179 110 70 40 5398.4 <br /> 270 39+00 5401. 1 640 5401.8 531 531 250 281 5401. 8 <br />I *Floodway limits are measured from reference <br /> line on plan and profile sheets. <br /> (Looking downstream) <br />I <br /> <br />