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Evaluation of the proposed refuse pile expansion addressed adequacy of <br />• existing refuse placement practices, provisions for effective drainage, <br />recommended future placement practices, and consideration of maximum <br />stockpile height. Given the need for long term stability and a minimum <br />static factor safety of 1.5, RMG's evaluation indicated that existing refuse <br />placement practices resulted in a well consolidated stable fill, with in- <br />place densities consistent with design criteria. <br />The report evaluated several different foundation and hydrologic conditions <br />as well as several alternatives for total pile height. The report concluded <br />that with establishment of proper subdrainage, placement of dewatered mixed <br />coarse and fine refuse in lifts no greater than three (3) feet, and adequate <br />surface drainage, the pile could be constructed to a maximum height of 75 <br />feet while maintaining a factor of safety greater than 1.5. As the design <br />basis for ongoing and future coal refuse placement and stockpile <br />construction, the RMG report, presented in Exhibit 18. Geotechnical <br />Investigations, was prepared under the direct supervision and was certified <br />by a qualified Registered Professional Engineer. <br />• EFCI surveyed the existing refuse stockpile in early 1989 and found stockpile <br />thickness to vary from approximately 40 to 65 feet. At that time, given <br />future production projections, EFCI determined that additional refuse <br />capacity would be required, and submitted a technical revision. TR-07, Coal <br />Refuse Pile Expansion, to expand the coal refuse pile to the southwest <br />encompassing a surface area of approximately 7.5 acres. During development <br />of the technical revision, EFCI made appropriate modifications to the final <br />stockpile configuration, and modified designs for the related <br />diversion/collection ditches. The modified final stockpile configuration, as <br />approved by the MLRD, is illustrated by the Coal Refuse Pile Expansion Map, <br />(Map TR07.1), included in Exhibit 15, Minor and Technical Revisions. In <br />1994, as a result of the current coal market. EFCI reduced its total coal <br />reserves and the projected life of mine, thus reducing the amount of refuse <br />storage volume required. Asa result, the refuse pile design was revised to <br />reflect the reduced required storage volume. The revised refuse pile is <br />shown on the Mine Area Post Mining Map 28 (Map 28), and Post-Mining Cross- <br />• Section Map (Map 7) <br />C: \TM16601V OL. 110P.PLN <br />10IO619410:59emWP51/cme 2.05.3-32R Revised - 10/07/94 <br />