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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 />