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GEOTECHNICAL STABILITY EXHIBIT <br />This information is presented to address the plan to mine <br />within 200 feet of the structures listed in Exhibit S. This <br />analysis is presented in leu of obtaining agreements from the <br />numerous owners of the noted structures. Linke construction <br />Inc., in this application, has committed to mining slopes adja- <br />cent to structures at their final slope rate. Under the approved <br />plan this would be 1:1 from the existing ground surface to the <br />mine floor. This leaves a stable slope of undisturbed solid rock <br />adjacent to the fence. Along the east side the fence varies from <br />50 to 93 feet east of the digline and will not be affected by <br />mining. <br />Along the south side the floor of the mine will be above the <br />noted structures. To avoid any problems, Linke will have any <br />buried communication lines located to assure they will not be <br />disturbed. <br />The following report was prepared by Revey & Associates to <br />address the geotechnical issues with the proposed mined. It <br />includes a blasting plan that will be followed by the operator <br />and discussion of the nature of the material to be mined. <br />50 <br />