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TABLE 1. 7 Cont ' d <br /> MIDCONPHM RESUJRCE5, INC <br /> CCx%L PASIN, PITKIN CAUNIY. COIARADO <br /> Project 1097-13 <br /> Culvert Design for Haul Roads 0437-103 <br /> ROAD "G" TO NO 5 1UNE Design of Culvert Installation <br /> 10-Yr/24-11r 2.0 Inches <br /> Max. Water Available <br /> Culvert Status Old Drainage Drainage Time 10-Yr/24-11r Peak Culvert Depth 11W Culvert Notes <br /> Station 1/ No. Area Structure of Curve Runoff Discharge Diameter at Inlet Capacity <br /> Nunber 'ystan (S Mi.) Type _2/ :owentrati Nunber (Inches) (cfs) (Inches) (Feet) (cfs) <br /> 1 2 3 _n+-= 5 6 7 8 9 10 11 12 13 14 <br /> 1304-70 P RD-I 0.03 D 5 70 0.24 0.9 - <br /> 137170 C H, C-22 0.09 C 5 70 0.24 2.6 18 2.5 7.2 <br /> V,24 90 G E G-23 0.02 C 5 70 0.24 0.6 13 2.5 7.2 <br /> 150150 C E C-24 0.07 C 15 75 0.38 5,3 18 2,1 1,2 Add 36"Dia. <br /> Iv 102420 G E C-25 0.42 C 7 75 0.38 34.2 72 7.0 220 <br /> 168120 G E G-26 0.02 C; 5 70 0.24 0.6 24 3.0 15.0 <br /> * 175100 C E G-27 1.20 C 15 75 0.38 81.6 84 9.0 380 Coal Creek <br /> 178160 G E RD-3 0.04 D 5 85 0.79 10.2 - <br /> 186450 G F. RD-3 0.02 D 5 35 0.79 5.1 - <br /> w <br /> b G <br /> r <br /> � rt <br /> H N• <br /> I O <br /> w <br /> I - <br /> � w . <br /> � v <br /> rt - <br /> fr <br />