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<br />EXHIBIT 2.05 - E2 <br />GEOTECHNICAL DESIGN AND STABILITY ANALYSES <br />TABLE OF CONTENTS <br />~~_ ~{ , Stability Analysis of Reclaimed Contours <br />~a 6 Final Configuration - Beaz Canyon Facility <br />r ( Stability Analysis -Elk Creek (East Coal Mme Waste Pile) Refuse Pile <br />nQ ~~ C Predicted Longtvall Subsidence for the Sanborn Creek More (Abel, 199 <br />r~P ~ Stability Evaluation -West Valley Fill and Haul Road (see Exhibit 2.05 - E4) <br />PYP" ~ <br />Predicted D-Seam Longwall Subsidence (Elk Creek Mine, Abel, 1998) <br />~P-~ <br />I,~ ~~/', ~, Predicted D-Seam Longwall Impact on Bear Creek (Abel, 1998) <br />f ~~C~ ~ D-Seam Portal Area Slope Stability (Elk Creek Mute, Abel, 1998) <br />Slope Stability Analysis for Elk Creek More Bench Fill and Soil Stockpile <br />(Montgomery Watson, 5/00) <br />r1 <br />~J <br />• <br />