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Geotechnical Engineering Exploration <br /> Tailings Pond No. 1 <br /> Sunnyside Mine <br /> Silverton, Colorado <br /> INTRODUCTION <br /> This report contains the results of our geotechnical engineering <br /> evaluation of the south slope for the existing Tailings Pond No . 1 <br /> at the Sunnyside Mine, located approximately 2 miles north of <br /> Silverton, Colorado. The purpose of these services is to: <br /> o Provide results of field and laboratory testing; <br /> o Determine the stability of the past failure area in its <br /> current configuration; <br /> o Determine the possibility of a slope failure of the <br /> tailings into Boulder Creek; <br /> o Determine the stability of slope if reconstructed to a <br /> 2 . 5 : 1 (horizontal to vertical) configuration; <br /> o Determine the ability of the past failure area of the <br /> tailings pond to support a limited amount of additional <br /> fill during reclamation; and, <br /> o Evaluate the stability of the pond under pseudo-static <br /> (seismic) considerations. <br /> EXISTING CONSTRUCTION <br /> The existing tailings pond is approximately 400 by 1800 feet in <br /> plan dimension at the top of the embankment, with a maximum <br /> existing height of approximately 105 feet on the southeast side. <br /> The bottom of the pond is approximately 750 by 1800 feet . <br /> Existing slopes are on the order of 1. 5 to 1 (horizontal to <br /> vertical) . <br />