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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />This report was prepared under the supervlslon and direction of <br />the undersigned whose seal as a professional engineer is affixed. <br /> <br />ROBILLARD & ASSOCIATES, INC. <br />Consulting Engineers <br />Suite 3, Dillon Building <br />P.O. Box 2117 <br />Dillon, Colorado 80435 <br /> <br /> <br /> <br />The following staff members <br />report. <br /> <br />Craig F. Robillard, P.E. <br />James A. Lenzotti, E. I. T. <br />Richard L. Bistram <br /> <br />_...a\Il\lIIl1III1I/J/J~ <br />~~ \,., RING" <br />i# ''?-\'''lI....... -.l, ~ <br />. .-~~.t~\STER$-.~~ ~ <br />/0."0 () .1-Q~ <br /><:: ' It. ~ <br />::: ell '1 0- J7.~ ~ <br />~*::o 1::>984 "':*i <br />:: eo ~. S <br />- .It'~', ~: 0 '" <br /><::::; .,,' c.,.;: <br />~ .). O~')\" ..;;>.. Q~ <br />~"l'/.;ONAL ;.=vn..'l' '" <br />r~ <:; ....0.. o~~ <br />"',o~ co\. <br />"urrm"\\~ <br />contributed to the preparation of this <br /> <br /> <br />viii <br />