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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 />.7 <br /> <br /> FLOODING SOURCE FLOOD PLAIN DATA FLOODWAY DATA <br /> C ROSS SECT. 100 YEAR TH ALWEG 100 YR. FUXX: FLOOD PLAIN LEFT DIST. FLOODWAY RIGHT DIST. FLOODWAY <br /> IDENTIFICATION a STATION I DISCHARGE ELE V. (MSL) ELEV. (MSL) WIDTH (FT.) (FT.) 2 WIDTH(FT.) (FT.) 2 ELEV.(MSL) <br /> ( CFS) <br /> 0+40 5120 5732.0 5739.5 133 + + + + <br /> 3+90 " 5730.0 5740.9 369 + + <br /> + + <br /> 7+30 " 5740.4 5746.2 298 + + + <br /> + <br /> Culvert Entrance 11+05 6420 5735.8 5749.6 205 + + + + <br /> 15+70 " 5745.7 5754.4 148 + + + + <br />II:: <br /> 21+55 " 5758.6 5770.2 153 + + + <br />0 + <br /> 30+45 " 5784.2 5794.7 180 + + <br />> + + <br />II:: 30+53 " 5784.4 5796.9 200 + + + <br /> + <br />ILl Private Road 30+76 " 5784.4 5798.3 201. + + + <br /> + <br />VJ 30+90 " 5785.9 5798.3 198 + + + <br />ILl + <br />II:: 34+75 " 5799.3 5804.9 239 + + + <br /> + <br /> 43+40 " 5820.1 5831.5 58 + + + + <br />X <br />ILl 51+40 " 5840.5 5846.5 290 + + + + <br />ILl 56+80 5856.3 5864.5 225 130 150 20 5864.5 <br />II:: 61+85 5868.3 5876.1 300 210 225 15 5876.5 <br />(.) <br /> 67+40 5884.0 5891. 9 388 185 215 30 5892.3 <br />II:: 72+30 5894.5 5903.6 244 50 140 90 5903.6 <br />e:( 76+40 5904.8 5914.3 210 30 140 90 5914.3 <br />ILl 80+50 5918.7 5926.8 142 + + + <br />CD + <br /> 86+70 5936.0 5948.4 183 + + + + <br /> Willow Springs Rd 86+90 " 5936.0 5950.4 139 + + + <br />VJ + <br />..... 92+40 " 5953.8 5961. 3 101 + + + <br /> + <br />;:) 96+45 " 5966.1 5972.7 137 + + + <br /> + <br /> 102+20 " 5985.2 5992.7 173 + + + <br /> + <br /> 106+90 " 6004.6 6011 .7 156 + + + <br /> + <br /> 112+90 " 6028.1 6039.6 68 + + + <br /> + <br /> 246+00 5920 6756.0 6765.1 76 + + + + <br /> 246+81 " 6756.0 6767.4 110 + + + + <br /> Highway 8 247+19 " 6756.0 6771.0 151 + + + + <br /> 247+75 " 6757.1 6771. 3 140 + + + + <br /> 255+15 " 6768.2 6773.7 180 + + + + <br /> 261+00 " 6774.4 6781.9 300 50 170 120 6781. 9 <br /> 265+20 " 6780.6 6788.0 140 + + + + <br /> 267+00 " 6783.2 6790.3 335 180 303 123 6790.8 <br />Z <br />~ 272+40 " 6791.8 6796.6 189 + + + + <br /> 276+70 " 6798.4 6802.8 347 + + + + <br />0 <br />I- 281+40 " 6802.0 6809.0 198 + + + + <br /> Private Road 281+53 " 6802.0 6811. 3 223 + + + + <br />>- 282+00 " 6804.1 6811 .5 172 + + + + <br />Z 287+35 " 6809.8 6817.5 183 <br />- + + + + <br />I- 292+35 " 6816.7 6824.4 211 + + + + <br /> 296+58 " 6820.0 6829.8 238 + + + + <br />l- <br />e:( 297+20 " 6820.0 6830.9 238 + + + + <br /> Ross Road 297+90 " 6822 . 3 6831.6 301 + + + + <br /> 302+30 " 6827.8 6833.4 410 70 170 100 6833.5 <br /> 308+70 " 6835.3 6840.9 288 20 255 235 6841.1 <br /> 315+30 " 6842.8 6848.1 184 150 170 20 6848.1 <br /> 320+40 " 6848.8 6853.9 354 50 310 260 6854.0 <br /> 324+40 " 6853.8 6858.3 361 125 240 115 6858.3 <br /> 328+70 " 6859.9 6866.4 178 + + + + <br /> <br />DISTANCE IN FEET ABOVE <br />SODA LAKES RD. OVERPASS <br /> <br />2 FROM CENTER OF CHANNEL TO <br />FLOODWAY BOUNDARY, LOOKING <br />DOWNSTREAM <br /> <br />+ CONF I N ED TO CHANNEL OR <br />ENCROACHMENT NOT APPLICABLE <br /> <br />TURKEY CREEK <br /> <br />U..AN D....l"... . FLOOD CONTROL Dlft.ICT <br />'LOOD "AZ.RO ARIA DIl.''''ATION <br />SOUTN'.. "1'I'IEII'ON COUNTY <br /> <br />FLOOD PLAIN AND FLOODWAY <br />REFERENCE DATA <br /> <br />CONSU L N - I iN N UL <br />fN.Lr.OOD.cOLO..... ,u...... <br /> <br /> <br />AlfP. IT.._ ________ <br /> <br />TABLE 4 <br />