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Mr. Raymond Lazuk June 28, 2017
<br /> Climax Molybdenum Company, Climax Mine 9 1661214 006 RSP RevO
<br /> 5.0 REFERENCES
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<br /> Demonstrated Technology, Publication#TB 04-01. 2016
<br /> BMRR. 2017. Nevada Division of Environmental Protection, Bureau of Mining Regulation and Reclamation.
<br /> "Stability Requirements for Heap Leach Pads".Accessed June 2017,
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<br /> slope displacements."J. Geotech. Geoenviron. Eng., ASCE, Vol. 133, No. 4, pp. 381-392.
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<br /> Bray, Johnathan D. 1995. "Seismic Stability Procedures for Solid-Waste Landfills,"Journal of Geotechnical
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<br /> AM-06." May 7.
<br /> Colorado Geological Survey (CGS). 2004. Geologic Map of the Copper Mountain Quadrangle, Summit,
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<br /> Care for Slope Stability/Geotechnical Analyses. 21 April. By Tim Cazier, P.E., and TC Wait.
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<br /> Overburden Storage Facility Design Adequacy Review. 8 June. By Eric Scott.
<br /> Golder Associates Inc. (Golder). 2017. North 40 and McNulty Overburden Storage Facility Design Report
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<br /> Hynes, M.E., and A.G. Franklin. 1984, "Rationalizing the Seismic Coefficient Method", US Army Corps of
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<br /> Marcuson,W.F., M.E. Hynes, and A.G. Franklin. 2007. Seismic design and analysis of embankment dams:
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<br /> Newmark, N.M. 1965. Effects of Earthquakes on Dams and Embankments. Geotechnique, Vol. 15, No. 2,
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<br /> Seed, H.B. 1979. "Considerations in the Earthquake Resistant Design of Earth and Rockfill Dams,"
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<br /> PAN 0
<br /> Golder
<br /> 1661214 006 RSP RevO Responses to DRMS Comments 28JUN17 docxAssociates
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