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MM <br />C-0 an <br />J. E. STOVER & ASSOCIATES, INC. <br />2352 NORTH 7T" STREEET, UNIT B <br />GRAND JUNCTION, COLORADO 81501 <br />PHONE: (970) 245 -4101, FAX: (970) 242 -7908 <br />MINE ENGINEERING <br />MINE RECLAMATION <br />July 31, 2013 <br />Susan Burgmaier AUG 8 6 2013 <br />Division of Reclamation, Mining & Safety Division of Reclamation, <br />1313 Sherman St., Room 215 Mining & Safety <br />Denver, CO 80203 <br />Re: Bowie Resources, LLC, Bowie No. 2 Mine <br />Technical Revision #81, Drainage Revision, Topo Update <br />Permit C- 1996 -083 <br />Dear Ms. Burgmaier: <br />CIVIL ENGINEERING <br />CONST. MANAGEMENT <br />On behalf of Bowie Resources, LLC, enclosed is an application for a technical revision to <br />incorporate a changes to the drainage configuration, pond sizing, and gob pile #2/ #4 <br />topography. <br />Sediment Pond F is at the toe of coal mine waste pile #2 and is permitted to receive runoff <br />from gob piles #2 and #4. While the approved design is adequate and in accordance with <br />DRMS rules and regulations, the pond has required sediment clean out on an annual basis, <br />even though the sediment storage design is for two years. To provide for more sediment <br />storage, the configuration of Pond F has been revised. There is a section of the southern edge <br />of the pond that currently bows out at approximately 2.6H:1V. This revision will grade the <br />point back at a 2H:1V in order to increase the size of the pond and allow for more sediment <br />storage. <br />The configuration of the gob pile terraces in the TR -76 expansion area has been slightly revised. <br />The configuration as approved with TR -76 was fifty foot vertical spacing between terraces and <br />one sixty foot spacing between terraces. Over the last few months, more detailed on the <br />ground surveys have been conducted and therefore, to tie into existing ground, and provide for <br />positive drainage, the bench configurations have been revised from fifty foot to sixty foot <br />spacing between nearly all terraces. Also, in one small area on the second bench, between <br />ditches F5 and F2 the slope has been revised from a 3h:1v to a 2.5h:1v. A revised stability <br />analysis is included for the revised slope configuration and terrace spacing (specifically <br />pertaining to Sections A -A' and F -F'). <br />For convenience, I have sent a copy directly to Marcia Talvitie in the DRMS Durango office. <br />