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;~ <br />~~ ~ - <br />^ page 2 <br />Jim Nerron <br />December 12, 1980 <br />2. The computed static safety Factor for the proposed coal processing waste <br />pile is determined to be 1.65 for processing waste compacted to 88~ of <br />maximum dry density as determined by ASTPf D-698 test.inq requirements. <br /> <br />3. The application should include for completeness a statement of intended <br />conformance with the inspection and certification requirements of rule <br />9.10.2, which are critical in the case of coal processing waste banks. <br />/k <br />