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<br />Table 3 <br />POTENTIAL FLOOD PEAK DISCHARGES <br />CACHE LA POUDRE RIVER <br /> <br />Location <br /> <br />r <br />~: <br /> <br />6.4 miles upstr.eam of Laporte <br />Upstream of mouth of Dry Creek <br />, <br />Downstream of ~uth of Dry Creek <br />Mouth of Sprin~ Creek <br />Upstream from ~oxelder Creek <br />Downstream fro~ Boxelder Creek <br />Upstream from qonsolidated Law <br />Ditch. ' <br />Downstream from Consolidated <br />Law Ditch < <br />14.8 miles upstream of mouth <br />Upstream of 251ih Avenue Bridge <br />Downstream of ~5th Avenue Bridge <br />Upstream of Ea1jon Draw <br />Downstream of ~aton Draw <br />Mouth of river <br /> <br />Intermediate <br />Regional Flood <br />Peak Discharp;e <br />(c.f.s. ) <br /> <br />14,400 <br /> <br />16,200 <br /> <br />19,700 <br /> <br />11,500 <br /> <br />16,600 <br /> <br />28,500 <br /> <br />Standard <br />Project Flood <br />Peak Discharge <br />(c.f.s. ) <br /> <br />43,100 <br />40,000 <br />60,000 <br />41,000 <br />30,200 <br />75,200 <br /> <br />6,600 <br /> <br />22,100 <br /> <br />11,000 <br />9,000 <br />6,300 <br />9,600 <br />8,100 <br />10,100 <br />9,400 <br /> <br />37,000 <br />26,400 <br />15,500 <br />29,000 <br />21,000 <br />25,000 <br />22,500 <br /> <br />It is app~ent that the Standard Project Flood would be of <br />much greater magnitude than any historical flood for which records <br />are available. It is also apparent that the Intermediate Regional <br />Flood would be substantially greater in magnitude than any 01' <br />the more recent floods on this stream and probably would be com- <br />parable to the historical flood of May 1904. <br /> <br />13 <br />