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M03030GE <br />i • <br />1.0 INTRODUCTION <br />This report presents the results of the geotechnical engineering <br />study we conducted for the West Mine Reclamation at the Bowie <br />Number 1 Mine located near Paonia, Colorado. The study was con- <br />ducted at the request of Mr. Jim Stover, J.E. Stover and Associ- <br />ates. <br />The conclusions, suggestions and recommendations presented in <br />this report are based on the data gathered during our site and <br />laboratory study and on our experience with similar soil condi- <br />tions. Factual data gathered during the field and laboratory work <br />are summarized in Appendices A and B. <br />1.1 Proposed Construction <br />It is our understanding that the reclamation project consisted of <br />placing fill in the existing portal bench to restore near original <br />contours. The fill was placed at a final slope inclination of <br />about three (3) to one (1) (horizontal to vertical). The reclama- <br />tion fill slope is about one-hundred twenty-five (125) vertical <br />feet high. <br />1.2 Scope of Services <br />Our services included geotechnical engineering field and labora- <br />tory studies, analysis of the acquired data and report preparation <br />for the proposed site. The scope of our services is outlined <br />below. <br />- The field study consisted of describing and sampling the soil . <br />materials encountered in two (2) small diameter continuous <br />flight auger advanced test borings at the mine portal reclama- <br />tion site. <br />- The materials encountered in the test borings were described <br />and samples retrieved for the subsequent laboratory study. <br />- The laboratory study included tests of select soil samples <br />obtained during the field study to help assess: <br />the soil strength potential (internal friction angle and <br />cohesion) of samples tested and <br />the moisture content and density of samples tested <br />• <br />Lambert anD ~,s~,~ociate,~ <br />COHSUITING GEOTECHMWL EHOwEERS wnD <br />MwTERIwL TESTING <br />