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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 />REFERENCE POINT INFORMATION <br />Profile <br />Drawing Station <br />Remarks Number (ft) <br /> <br />Point <br />Number <br /> <br />77a <br />77b <br />78a <br />78b <br />78c <br />79a <br />79b <br />79c <br />80a <br />80b <br />81a <br />81b <br />82a <br />82b <br />83a <br />83b <br />84a <br />84b <br />84c <br />85 <br />86 <br />87 <br />88 <br />89 <br />90 <br />91 <br />92 <br />93 <br />94 <br />95 <br />96 <br />97 <br />98 <br />99 <br />100 <br />101 <br />102 <br />103 <br />104 <br />105 <br />106 <br />107 <br />108 <br />109 <br />110 <br />111 <br />112 <br /> <br />* Floodway confined to channel. <br /> <br />Cole Street <br /> <br />S. Eldridge Street <br /> <br />Bellview Avenue <br /> <br />Colo. Highway #48 <br /> <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />7 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br /> <br />198+30 <br />198+46 <br />199+55 <br />199+75 <br />202+70 <br />203+20 <br />203+80 <br />203+95 <br />204+80 <br />205+05 <br />206+28 <br />206+34 <br />209+25 <br />209+35 <br />210+64 <br />210,80 <br />212+42 <br />212+58 <br />216+00 <br />221+00 <br />225+10 <br />229+80 <br />234iOO <br />234+45 <br />235+40 <br />236+40 <br />238.40 <br />240+95 <br />244+10 <br />244+45 <br />244+80 <br />245+90 <br />246+50 <br />251+00 <br />255+85 <br />256+08 <br />256+45 <br />262+70 <br />269+00 <br />269+40 <br />272+30 <br />274+50 <br />277+20 <br />277 + 70 <br />278+30 <br />280+90 <br />284+00 <br /> <br />Table 5 Continued <br />FLOOD PLAIN AND FLOODWAY SUMMARY <br /> <br />Thalweg <br />Elevation <br />(ft ) <br /> <br />5703.3 <br />5705.7 <br />5706.0 <br />5709.6 <br />5710.9 <br />5710.9 <br />5712.0 <br />5713.9 <br />5714.0 <br />5716.5 <br />5718.0 <br />5720.4 <br />5722.0 <br />5725.7 <br />5726.5 <br />5729.3 <br />5730.4 <br />5733.7 <br />5735.7 <br />5744.5 <br />5748.0 <br />5758.0 <br />5765.5 <br />5771.0 <br />5768.4 <br />5773.0 <br />5773.4 <br />5779.0 <br />5781. 3 <br />5782.3 <br />5782.7 <br />5785.0 <br />5792.2 <br />5794.5 <br />5806.5 <br />5806.8 <br />5807.1 <br />5818.0 <br />5838.7 <br />5842.2 <br />5845.4 <br />5856.0 <br />5858.8 <br />5859.7 <br />5860.8 <br />5863.5 <br />5871.2 <br /> <br />100 YEAR <br />FLOOD PLAIN DATA <br /> <br />Elevation Width <br />(ft) (ft) <br /> <br />5708.21 <br />5710.90 <br />5711.64 <br />5714.57 <br />5718.93 <br />5723.33 <br />5723.29 <br />5723.29 <br />5723.26 <br />5723.12 <br />5723.64 <br />5725.85 <br />5728.27 <br />5730.98 <br />5732.07 <br />5734.47 <br />5736.38 <br />5738.20 <br />5742.03 <br />5750.85 <br />5755.14 <br />5762.79 <br />5769.97 <br />5773.80 <br />5774.59 <br />5775.76 <br />5777.47 <br />5781.45 <br />5786.03 <br />5790.18 <br />5790.18 <br />5790.28 <br />5794.58 <br />5799.30 <br />5811.75 <br />5820.36 <br />5820.36 <br />5824.40 <br />5844.08 <br />5845.79 <br />5850.12 <br />5859.26 <br />5864.46 <br />5865.00 <br />5865.52 <br />5868.51 <br />5876.77 <br /> <br />~ Leonard Rice Consulhng Water Engineers. Inc <br /> <br />51 <br />108 <br />62 <br />164 <br />41 <br />396 <br />274 <br />273 <br />129 <br />103 <br />46 <br />88 <br />46 <br />90 <br />54 <br />94 <br />87 <br />114 <br />36 <br />41 <br />38 <br />87 <br />88 <br />149 <br />114 <br />112 <br />150 <br />N/A <br />659 <br />665 <br />437 <br />415 <br />440 <br />345 <br />166 <br />N/A <br />N/A <br />146 <br />258 <br />227 <br />253 <br />202 <br />179 <br />115 <br />90 <br />48 <br />140 <br /> <br />Discharge <br />(cfs) <br /> <br />1723 <br />1723 <br />1715 <br />1715 <br />1704 <br />1704 <br />1704 <br />1704 <br />1704 <br />1704 <br />1704 <br />1704 <br />1638 <br />1638 <br />1638 <br />1638 <br />1638 <br />1638 <br />1577 <br />1503 <br />1466 <br />1421 <br />1421 <br />1421 <br />1367 <br />1367 <br />1339 <br />1339 <br />1339 <br />1339 <br />1277 <br />1267 <br />1267 <br />1218 <br />1218 <br />1166 <br />1166 <br />1092 <br />1034 <br />1034 <br />1004 <br />982 <br />954 <br />943 <br />943 <br />916 <br />916 <br /> <br />Width <br />(ft) <br /> <br />51 ;, <br />94 <br />62'" <br />157 <br />33 <br />113 <br />113 <br />105 <br />88 <br />82 <br />46;' <br />88;' <br />46;" <br />75 <br />54;' <br />84 <br />78 <br />104 <br />36;' <br />41;" <br />38;' <br />87;' <br />88'-' <br />149'" <br />114'" <br />112* <br />73 <br />245 <br />58 <br />N/A <br />127 <br />109 <br />156 <br />48 <br />166'" <br />N/A <br />80 <br />24 <br />160 <br />141 <br />44 <br />119 <br />71 <br />110 <br />75 <br />48;' <br />55 <br /> <br />-18- <br /> <br />100 YEAR <br />FLOODWAY DATA <br />Width on Each Side of <br />Channel Centerline <br />Left (ft) Right (ft) <br />(Looking Downstream) <br /> <br />21 30 <br />49 45 <br />24 38 <br />188 39 <br />8 25 <br />85 28 <br />85 28 <br />76 29 <br />57 31 <br />49 33 <br />23 23 <br />57 31 <br />22 24 <br />38 37 <br />20 34 <br />47 37 <br />43 35 <br />58 46 <br />17 19 <br />28 13 <br />18 20 <br />37 50 <br />21 67 <br />60 89 <br />60 54 <br />75 37 <br />15 58 <br />200 45 <br />30 28 <br /> <br />77 50 <br />30 77 <br />72 84 <br />32 16 <br />30 136 <br /> <br />33 47 <br />14 10 <br />11 149 <br />41 100 <br />20 24 <br />45 74 <br />20 51 <br />200 N/A <br />25 50 <br />10 38 <br />20 35 <br />