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<br />GJJ225 <br /> <br />Section <br />Number <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />9A <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br /> <br />APPENDIX A <br /> <br />WATER SURFACE WIDTHS <br />ARKANSAS RIVER <br /> <br />54 <br /> <br />For 275 cfs flow at Canon City <br /> <br />Data from F. C. Snyder, March 3-7, 1939 <br /> <br />Descript ion <br /> <br />Above Colorado Canal <br />Avondale Bridge <br />Nyberg Bridge <br />Below Power line Crossing <br />Vineland Bridge <br />Baxter Bridge <br />Pueblo - below sewer <br />Pueblo - sewer <br />Pueblo - Santa Fe Bridge <br />Pueblo - Concrete Channel <br />Pueblo - 4th Street Bridge <br />South Side Water Works Dam <br />D. & R. G. W. Bridge <br />Pueblo Ditch Head <br />Bessemer Ditch Wasteway <br />Bessemer Ditch Headgate <br />D. & R. G. W. Bridge <br />Mile Post 134 <br />Mi Ie Post 136 <br />Hobsons - Mile Post 138 <br />D. & R. G. W. - Mile Post 140 <br />D. & R. G. W. Bridge <br />Mouth of Hardscrabble Creek <br />Bridge to Penrose <br />Pikes Peak Avenue Bridge <br />Florence <br />Four Mile BrIdge <br />Oi 1 Creek <br />Canon City <br />Mil e Pos t 1 62 <br />Mil e Pos t 1 64 <br />Parkdale <br />Parkdale Auto Bridge <br />Above Pa rkda I e <br />Sp i kebuck <br />Echo Gulch Bridge <br />Texas Creek <br />Ferndale Siding <br />Cotopaxl Bridge <br />Coaldale Bridge <br />Valley Bridge <br />D. & R. G. W. Bridge <br /> <br />Width <br />-1f.1l <br /> <br />157 <br />128 <br />189 <br />135 <br />141 <br />248 <br />117 <br />165 <br />83 <br />189 <br />125 <br />124 <br />193 <br />127 <br />131 <br />181 <br />136 <br />55 <br />152 <br />131 <br />122 <br />126 <br />122 <br />163 <br />135 <br />91 <br />69 <br />148 <br />76 <br />103 <br />174 <br />109 <br />98 <br />45 <br />70 <br />68 <br />89 <br />105 <br />101 <br />108 <br />79 <br />103 <br />