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<br />BALAZ & ASSOCIATES <br />Slope Stability Computations, Proposed Cross Sections <br />The Gallegos Corporation, Conger Harvesting Area, Marble, CO. <br />March 10, 2001 Page 2 <br />This model, taken during the Extraction Process with the steeper and higher slopes, was further investigated to determine <br />the values if a large failure, which approaches the Project Boundary, is assumed. Figures IV, V & VI present this model <br />of `large' failure. As can be seen on the figures, the Safety Factor (S.F.) for all methods is in excess of 1.6 . <br />It is believed that all pertinent points have been addressed If any further questions arise regarding this project or if we can <br />be of any further assistance, please do not hesitate to contact this office at any time. <br />Respectfully Submitted, <br />GRAND JUNCTION a~~~'pPp w ~~~~•~N '. <br />LINCOLN DeVORE,~ . ~r~~ yO9v''~~~''ti <br />~} <br />by: Edward M. Morris PE ~;pti~yi <br />Principal Engineer -- <br />GJLD Job No.: 88394-GJ <br />