Laserfiche WebLink
<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 />Point <br />Number <br /> <br />113 <br />114 <br />115 <br />116 <br />117 <br />118 <br />119 <br />120 <br />121 <br />122 <br />123 <br />124 <br />125 <br />126 <br />127 <br />128 <br />129 <br />130 <br />131 <br />132 <br />133 <br />134 <br />135 <br />136 <br />137 <br />138 <br />139 <br />140 <br />141 <br />142 <br />143 <br />144 <br />145 <br />146 <br />147 <br />148 <br />149 <br />150 <br />151 <br />152 <br />1')3 <br />154 <br />155 <br />156 <br />157 <br />158 <br /> <br />REFERENCE POINT INFORMATION <br />Profile <br />Drawing Station <br />Remarks Number (ft) <br /> <br />Private Road <br /> <br />Colo. Highway #48 <br /> <br />Private Road <br /> <br />Crestbrook Drive <br /> <br />Willowbrook Drive <br /> <br />Meadowbrook Drive <br /> <br />Cold Row Dri ve <br /> <br />Private Road <br /> <br />Private Road <br /> <br />Dam Crest <br /> <br />PYi va t e Road <br /> <br />" Floodway confined to channel. <br /> <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />284+21 <br />284+50 <br />287+00 <br />290+30 <br />290+70 <br />291+25 <br />296+25 <br />296+45 <br />296+70 <br />299+95 <br />305+70 <br />306+06 <br />306+42 <br />310+80 <br />314+97 <br />320170 <br />323+63 <br />323+94 <br />324+20 <br />330+75 <br />331+06 <br />331+35 <br />336150 <br />336+90 <br />337+2') <br />33 81 25 <br />340+00 <br />342+35 <br />343+20 <br />343+85 <br />JLe8!15 <br />353+40 <br />.J57cOO <br />357+15 <br />357+45 <br />362170 <br />365+20 <br />365+60 <br />366+25 <br />367+65 <br />370+35 <br />372+25 <br />372+65 <br />372+80 <br />376+90 <br />382+25 <br /> <br />Table 5 Continued <br />FLOOD PLAIN AND FLOODWAY SUMMARY <br /> <br />Thalweg <br />Elevation <br />(ft) <br /> <br />5871 .3 <br />5871. 5 <br />5876.3 <br />5887.3 <br />5888.0 <br />')888.8 <br />5899.9 <br />')900.1 <br />5900.2 <br />5902.3 <br />5925.0 <br />5925.8 <br />5926.7 <br />5942.2 <br />5956.0 <br />5974.0 <br />5987.6 <br />5989.0 <br />'5989.'5 <br />6012.0 <br />6012.5 <br />6013.1 <br />6035.8 <br />6036.0 <br />6036.3 <br />6047.5 <br />6047.8 <br />6060.0 <br />6064.6 <br />6067.5 <br />6084.0 <br />6108.0 <br />6127.5 <br />6129.4 <br />6131.6 <br />6160.0 <br />6173.7 <br />6175.0 <br />6187.8 <br />6191.5 <br />6203.0 <br />6214.6 <br />6216.3 <br />6218.J <br />6249.0 <br />6290.0 <br /> <br />100 YEAR <br />FLOOD PLAIN DATA <br /> <br />Elevation <br />(ft) <br /> <br />5881.47 <br />5881.47 <br />')881.47 <br />5890.46 <br />5905.5') <br />')905.55 <br />5905.5') <br />')911.12 <br />5911.12 <br />5912.40 <br />5930.32 <br />5939.37 <br />5939.37 <br />5945.'50 <br />5959.69 <br />5979.28 <br />5991.03 <br />6001.44 <br />6001.82 <br />6015.81 <br />6027.22 <br />6027.73 <br />6038.47 <br />6046.74 <br />6047.07 <br />6049.45 <br />6052.09 <br />6064.88 <br />6070.43 <br />6071.52 <br />6088.23 <br />6111.95 <br />6132.59 <br />6138.90 <br />6139.45 <br />6162.68 <br />6181.90 <br />6184. 54 <br />6193.04 <br />6195.44 <br />6206.10 <br />6217.73 <br />6223.55 <br />6224.02 <br />6251.85 <br />6294.48 <br /> <br />cl;:> Leonard Riee Consulhng Waler Englneers,lne <br /> <br />Width <br />(ft ) <br /> <br />191 <br />211 <br />51 <br />121 <br />102 <br />193 <br />62 <br />93 <br />87 <br />30 <br />58 <br />100 <br />125 <br />'5') <br />39 <br />24 <br />218 <br />179 <br />370 <br />110 <br />120 <br />207 <br />195 <br />193 <br />380 <br />345 <br />95 <br />136 <br />135 <br />94 <br />186 <br />106 <br />190 <br />200 <br />165 <br />170 <br />240 <br />265 <br />270 <br />21 <br />60 <br />152 <br />110 <br />75 <br />24 <br />15 <br /> <br />Discharge <br />(cfs) <br /> <br />879 <br />879 <br />854 <br />854 <br />810 <br />810 <br />810 <br />755 <br />75') <br />721 <br />721 <br />659 <br />655 <br />610 <br />588 <br />')63 <br />563 <br />')76 <br />548 <br />548 <br />')48 <br />516 <br />516 <br />492 <br />490 <br />490 <br />490 <br />490 <br />490 <br />462 <br />443 <br />420 <br />420 <br />420 <br />403 <br />379 <br />364 <br />364 <br />364 <br />358 <br />347 <br />347 <br />347 <br />338 <br />322 <br />302 <br /> <br />Width <br />(ft) <br /> <br />191 ,', <br />195 <br />51 ,', <br />1 21 " <br /> <br />184 <br />62", <br />93", <br />65 <br />30" <br />29 <br />100", <br />90 <br />55";';- <br />39-:' <br />24", <br />218" <br />1 79', <br />140 <br />110" <br />100 <br />182 <br />150 <br />193" <br />183 <br />152 <br />95" <br />135 <br />1 30 <br />22 <br />27 <br />24 <br />90 <br />105 <br />33 <br />40 <br />170 <br />232 <br />212 <br />21 ,', <br />60", <br />30 <br />110", <br />70 <br />24", <br />15", <br /> <br />232UDD08 <br /> <br />-19- <br /> <br />100 YEAR <br />FLOODWAY DATA <br />Width on Eacn Side-oJ: <br />Channel Centerline <br />Left (ft) Right 1ft) <br />(Looking Downstream) <br />115 76 <br />100 95 <br />43 8 <br />19 102 <br /> <br />11 () <br />lU <br />40 <br />32 <br />24 <br />15 <br />75 <br />63 <br />45 <br />22 <br />11 <br />1 1 <br />15 <br />105 <br />40 <br />50 <br />102 <br />25 <br />46 <br />73 <br />17 <br />:) <br />104 <br />92 <br />10 <br />11 <br />11 <br />10 <br />24 <br />19 <br />23 <br />20 <br />5S <br />27 <br />8 <br />13 <br />12 <br />48 <br />19 <br />1 1 <br />10 <br /> <br />74 <br />52 <br />53 <br />33 <br />6 <br />14 <br />25 <br />27 <br />10 <br />17 <br />13 <br />207 <br />164 <br />35 <br />70 <br />50 <br />80 <br />125 <br />147 <br />110 <br />135 <br />90 <br />31 <br />38 <br />12 <br />16 <br />13 <br />SO <br />81 <br />14 <br />17 <br />150 <br />177 <br />185 <br />IJ <br />47 <br />18 <br />62 <br />51 <br />1 3 <br />5 <br />