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DEFICIENCY NOTICE CMLRB 112 Permit Application <br />Agile Stone Systems, Inc. <br />EXHIBIT S -Permanent Mau-Made Structures <br />Provide a notarized agreements between Agile Stone Systems and persons having <br />legal interest in the power line and the railroad that Agile Stone Systems will <br />provide compensation for any damage to these structures. <br />-or- <br />If such agreements are not reached, provide appropriate engineering evaluations <br />demonstrating that these structures will not be damaged by activities occurring at <br />the mining operation. <br />Agile has provided notarized statements to the persons having legal interest <br />io the power line and the railroad that Agile Stone Systems will provide <br />compensation for any damage to these structures. Copies are enclosed in <br />Exhibit D utilities section and Exhibit N for the railroad. <br />Geotechnical Stability Exhibit <br />1. Please refer to Mr. James Dillie's memo to me dated July 31, 1997 (copy <br />attached), and provide the information he needs to evaluate the stability of the <br />quarry highwalls. <br />For the Granite Quarry, see Exhibit D, "Geotechuical Stability Exhibit 6.5", <br />blasting and highwall stability discussions in exhibit D, Vibra tech test blast <br />report and Vibra-tech pre blast studies io the Supplementary Data binder. <br />The Sandstone Quarry will have no final highwalls, no final slopes exceeding <br />1:1 and no vertical lifts exceeding much over 8'. In fact the Tinal topography <br />will be "safer" thou the existing topography due to the proposed mining <br />following the bedding planes at 30 degrees in a "step wise" manner. Since <br />there are no highwalls, there is no geotechnical stability exhibit for the <br />sandstone quarry. <br />• <br />23 <br />