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i~ <br />I' Cripple Creek & Victor Gold Mining Company <br />Mr. Kevin Rilev -4- <br />September 2, 2004 <br />043-2251 <br />' • Section 1050.0 -Construction Staking and Construction Documentation; <br />• Section 1400.1 -Earthworks Construction Quality Assurance (CQA) Plan; <br />• Section 1400.2 - Geosynthetics Construction Quality Assurance (CQA) Plan; <br />' • Section 2200.0 -Earthworks; and <br />• Section 2776.0 - Geomembrane. <br />CLOSING <br />Golder appreciates the ongoing opportunity to provide engineering services for the Cresson Project. <br />Please contact the undersigned with any questions. <br />Sincerely, <br />COLDER ASSOCIATES INC. <br />1~ <br />F. Lupo, Ph.D., P.E. <br />Sr. Project Manager <br />Attachments: <br />Attachment A -Design Drawings <br />Attachment B -Stability Analyses <br />~~~~ <br />imber ~nke MOII'150n, P.E., R.G. <br />Sr. Project Engineer <br />Cripple Creek & Victor Gold Mining Company (CCBcV). 1998. Amendment No. 7 to Office of <br />Mined Land Reclamation, Permit M-80-244. Volume II. July. <br />Cripple Creek & Victor Gold Mining Company (CC&V). 2000. Amendment No. 8 to Office of <br />Mined Land Reclamation, Permit M-80-244. Volume IV. Mazch. <br />Golder Associates Inc. (Golder) 2002. Phase IV Valley Leach Facility, Revised Water Balance. <br />Prepared for Cripple Creek & Victor Gold Mining Company. Project No. 003-2203. May. <br />Hynes, M.E. and Franklin, A.G. 1984. Rationalizing the Seismic Coefficient Method. US Army Corp <br />of Engineers, Miscellaneous Paper GL-84-13, July. <br />Rocscience (2003). Slide 5.004, 2D limit equilibrium slope stability for soil and rock slopes, <br />copyright 1989-2003, Rocscience, Inc. <br />cwavzs~wioovaoaao~-o9aeoawasus~.o~oo.iis~~MOawu-o9ozoa.e«Golder ASSOCiateB <br />