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INTEROFFICE MEMORANDUM <br />Date: 23 March 2012 <br />To: Brock F. Bowles, Lead Specialist <br />From: Marcia L. Talvitie, P.E. <br />Subject: Bowie No. 2 Mine (Permit No. C- 1996 -083) <br />TR -72 — Expansion of Coal Mine Waste Disposal Area No. 2 <br />Preliminary Adequacy Review (Geotechnical) <br />In response to your request, I have conducted a preliminary review of the geotechnical aspects of <br />the TR -72 application submitted by J.E. Stover & Associates on behalf of Bowie Resources, <br />LLC (BRL). With this revision application, BRL is seeking Division approval to increase the <br />available storage capacity of Gob Pile 92, a Coal Mine Waste Disposal Area (CMWDA). BRL <br />proposes to accomplish this increase in volume by excavating a ridge of native material that <br />protrudes from the slope immediately west of the valley fill portion of the existing disposal area. <br />The volume excavated will then be backfilled with CMW. <br />Background <br />To conduct my review, I researched the permitting history of the CMW Disposal Areas (gob <br />piles) presently approved for the Bowie No. 2 Mine. There have been a number of modifications <br />to the CMW Disposal Areas on this particular hillside, and I wanted to ensure that the TR -72 <br />proposal does not compromise or contradict determinations made with previous revisions. A <br />summary of the history is provided here, for discussion and reference. (Note: I have not <br />included "Gob Pile #3" in this chronology, as it stands separately from the others, southeast of <br />Bowie Road, SH 133B.) <br />As originally permitted, this mine included a CMW Disposal Area with a projected design life of <br />15 to 20 years. Design details for the disposal area were contained in Volume IV of the permit. <br />This disposal area filled faster than had been anticipated, and the need for a second disposal area <br />was realized. The original area became known as, "Gob Pile #1" with the creation of "Gob Pile <br />#2" further to the east. <br />CMW Disposal Area No. 2 was first permitted with TR -30 in 2004 and new Volume IX was <br />added to the permit. The application included a Geotechnical Engineering Study prepared by <br />Lambert & Associates, dated November 10, 2001. Stipulation No. 16 was attached to the <br />Decision for TR -30; it required BRL to determine moist unit weight and strength parameters of <br />the coal mine waste, during construction of the first bench, and demonstrate that constructing the <br />pile as designed would achieve a minimum factor of safety (FOS) of 1.5. <br />