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<br />Stability Evaluation <br />Cameo Mine Refuse Pile <br />Palisade, Colorado <br />November 18, 1980 <br />Page t~ao <br />With regard to strains within the pile, we do not expect <br />shear strength to be affected by strains resulting from <br />settlement of the pile or subsidence beneath the pile. <br />The granular materials with which the pile will be constructed <br />are not sensitive soils, and the shear strength values are <br />of a residual nature, rather than representing peak values. <br />Additionally, we would expect that the gross strains resulting <br />from weight deformation within the pile itself will be much <br />greater than that resulting from subsurface subsidence. <br />[9e hope this has provided the information you required. <br />Should questions arise or further information be needed, <br />please feel free to contact us at your convenience. <br />Respectfully submitted, <br />ROCKY MOUNTAIN GEOTECHNICAL <br />~I~~./ ~~ <br />Robert L. Bass <br />Civil Engineer <br />RLB/jb <br />