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. Mc Crellin Scott <br />July 30, 2002 <br />Page 3 of 3 <br />]00-year, 6-hour amount. The SEDCAD 4 analysis indicates the peak elevation will <br />approach to within 0.96 feet of the top of the embanlanent without overtopping. <br />The Section 16 Pond is classified as a Class B structure because of the location relative to <br />State Highway 13. Based on this evaluation, the Section 16 Pond has a sufficient spillway and <br />freeboard to address the TR-60 design storm. <br />Sincerely/ <br />'pl~l./ ~I <br />Steve Linse, <br />Colorado P.E. 35009 <br />Project Engineer <br />SL:sb <br />Enclosures <br />cc: Dale Brown <br />File: 99-642 <br />r <br />J <br />W <br />WC Engineering <br />