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<br />Ii <br /> <br />TABLE 8: COMPARISON OF FLOW TO DRAINAGE FACILITIES CAPACITY <br /> <br /> STORM TOTAL <br />i PEAK FLOW SEWER STREET COMBINED <br /> REACH 2-YEAR 5-YEI'R 10-YEAR 50-YEAR 100- YEAR CAPACITY CAPACITY CAPACITY <br />LOCATION FROM TO DESIGNATION (cIs) (cis) (cIs) (cis) (cIs) (cIs) (cIs) (cIs) <br />Original 550 ft S. 01 Duranl Spring A 16 33 51 345 526 50 66.2 116,2 <br />Spring 350 ft S. of Durant Main B 19 24 31 56 70 0 0 0 <br />Spring Main 650 ft. N, of Main C 32 50 74 366 567 100,5 79 179,5 <br />Cooper Gelena Mill 0 24 33 44 104 135 13.1 45,6 56.7 <br />Mill S 01 Durant Cooper E 7 10 13 30 39 25.2 93.4 116.6 <br />Mill Cooper Hyman F 26 34 46 109 141 77,6 64.4 142,2 <br />Mill Hyman Main G 27 37 49 116 151 162.8 62,6 225.4 <br />Mill Main Bleeker H 26 36 50 119 155 294,1 103 397,1 <br />Monarch & Bleeker Main Mill I 7 10 13 30 39 16 62,6 76.6 <br />Mill Bleeker Roaring Fork River J 29 39 52 123 160 23,3 91,1 114,4 <br />Garmisch Aspen Hopkins K 39 55 70 220 324 13 105 116 <br />Hopkins First Garmisch L 21 29 36 119 175 17.4 64,5 61,9 <br />Garmisch Hopkins Main M 45 63 61 252 372 32.4 40.8 73,2 <br />Main Second Garmisch N 19 26 33 105 154 6,2 27 35,2 <br />Garmisch Main Hallem 0 50 69 69 278 410 30.3 36,1 66.4 <br />Garmlsch Hallan Francis P 76 101 126 327 469 65,3 36,1 103.4 <br />Francis Seventh Second Q 19 26 33 64 121 11.4 49,1 60.5 <br />Francis Second Garmisch R 32 43 54 136 198 37,3 41.1 78.4 <br /> Francis & Garmisch Roaring Fork River S 97 122 154 391 556 70.7 0 70.7 <br /> <br />1963 existing sewer and slreel capacity.xls <br />CombinedCapacily- Table8 <br /> <br />WRC Engineering <br />PN 1963 <br /> <br />9/18198 <br />10:06 AM <br />