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<br />I TABLE I V-I <br /> FLOODPLAIN AND FLOODWAY REFERENCE DATA <br /> C ITY PARK BAS I N <br />I 100-YEAR FLOODPLAIN DATA 100-YEAR FLOODWAY DATA <br /> 100-YEAR 1 DO-YEAR FLOODWAY L1MITS* 100-YEAR <br />I CROSS STREAM 100-YEAR FLOOD FLOODPLAIN TOTAL FLOODWA Y <br />LOCATION SECTI ON STAT! ON BED ELEV. DISCHARGE ELEVATI ON WIDTH WIDTH LEFT RIGHT ELEV. REMARKS <br /> NUMBER (Ft.) (msJ) ( cfs) (msl) (Ft.) (Ft. ) (Ft.) (Ft.) (msl ) <br />I 15.1 1+48 5234.0 3400 5239.0 480 98 24 74 5239.5 <br /> 16.1 5+45 5235.0 1000 5242.3 207 75 45 30 5242.8 <br />I 17.1 9+00 5236.0 1000 5243.4 70 70 40 30 5243.4 Floodway based on 1000 cfs in channel. <br /> 18.1 12+90 5240.6 1000 5246.4 43 43 23 20 5246.4 550 cfs in left overbank, and 490 cfs lost <br /> 20.1 141-27 5241.3 1000 5247.6 55 55 30 25 5247.6 to south are not included in floodway but <br />I 205 18+22 5244.0 1000 5250.1 52 52 25 27 5250.1 must be considered in any development of <br /> 206 23+40 5248.5 1000 5254.6 55 55 20 35 5254.6 those areas. <br />I 207 28+40 5256.5 1000 5261.9 45 45 20 25 5261.9 <br /> 208 33+30 5263.0 1000 5269.1 34 34 15 19 5269.1 <br />I 209 38+18 5268.6 1000 5275.5 57 57 27 30 5275.5 <br /> 209.1 42+10 5271. 0 1000 5277.7 296+ 55 23 22 5278.2 <br />I 210 441-10 5272.0 1000 5278.0 2041- 55 23 22 5278.5 <br /> 211 48+75 5275.5 1000 5280.7 133+ 55 23 22 5281.2 <br /> 213 52+60 5275.3 1490 5283.2 89+ 60 28 32 5283.6 550 cfs in left overbank not included in floodway <br />I 214 55+80 5280.0 1490 5284.8 60 60 28 32 5284.8 550 cfs in left overbank not included in floodway <br /> 215 61+50 5282.0 1490 5291.4 53 53 26 27 5291.4 550 c fs in left overbank not included in floodway <br />I 216 641-00 5286.0 1490 5292.9 63 63 33 30 5292.9 550 cfs in left overbank not included in floodway <br /> 217 69+65 5290.5 1550 5296.3 548 153 125 28 5296.8 <br />I 218 741-08 5297.9 1550 5299.6 433 173 138 35 5300.1 <br /> 219 81+20 5302.3 1550 5304.2 350 216 25 191 5304.4 <br />I 220 86+ 78 5305.5 1500 5308.5 634 169 110 59 5308.8 <br /> 221 91+22 5309.4 1500 5311.9 285 130 100 30 5312.4 <br />I City Park Road 222 97+90 5315.7 1500 5318.2 560 299 210 89 5318.7 <br /> 223 102+00 5319.1 1500 5321.6 381 381 260 121 5321.6 <br /> 224 1041- 70 5321.5 1500 5323.8 287 287 217 70 5323.8 <br />I 225 110+13 5325.7 1500 5329.1 254 113 48 65 5329.5 <br /> 226 1141-10 5328.8 1500 5333.6 665 265 20 245 5333.7 <br />I Main Street 228 115+ 30 5330.2 1500 5335.3 200 200 40 160 5335.3 <br /> 229 120+40 5333.5 1500 5338.0 170 79 37 42 5338.2 <br />I 230 125+40 5336.6 1500 5341. 5 80 40 20 20 5342.0 <br /> 231 129+70 5340.1 1500 5346.1 100 70 30 40 5346.6 <br />I 233 130+85 5340.6 1500 5347.2 290 83 40 43 5347.7 <br /> * Floodway limits are measured from reference <br />I line on plan and profile sheets. <br /> (Looking downstream) <br /> <br />