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Red Mesa Ward Site Hydrology <br /> TABLE 2 <br /> Modeling Results <br /> Model Element Description Contributing Area (mil) Peak Flow (cfs) <br /> 1S Subbasin 1S 4.64 10,000 <br /> 2S Subbasin 2S 3.02 6,000 <br /> REACH 1 7.66 19,000 <br /> 3S Subbasin 3S 4.79 11,000 <br /> REACH 2 12.45 27,000 <br /> 4S Subbasin 4S 4.36 8,000 <br /> 5S Subbasin 5S 3.56 8,000 <br /> REACH 3 20.37 40,000 <br /> 6S Subbasin 6S 2.97 8,000 <br /> 7S Subbasin 7S 3.67 7,000 <br /> REACH 4 27.01 51,000 <br /> 8S Subbasin 8S 2.88 10,000 <br /> RES IDF 29.89 53,000 <br /> TABLE 3 <br /> Runoff Volumes by Hour <br /> Hour(after storm onset) Runoff(acre-feet) Percent of Total <br /> 0 0 0 <br /> 1 0 0 <br /> 2 11 0 <br /> 3 837 9 <br /> 4 4209 46 <br /> 5 6946 75 <br /> 6 8119 88 <br /> 7 8664 94 <br /> 8 8960 97 <br /> 9 9131 99 <br /> 10 9230 100 <br /> 991-077.070 Wright Water Engineers, Inc. Page 6 <br /> September 2002 <br /> 1 <br />