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West Elk Mine <br />2.04-39 Rev. 11/04- PR10, 04/06- PR10, 09/07- PR12, 10/08- PR14; 01/22- MR459 <br />There are three large landslides that have occurred in the general area of West Elk Mine. These <br />are Minnesota Reservoir, Jumbo Mountain and Highway Slides near Box Canyon. Each is <br />discussed below: <br /> <br />Minnesota Reservoir <br /> <br />This relatively large landslide bordering Minnesota Reservoir was caused by a series of unique <br />geologic and climatic conditions (Map 9). Those conditions include: <br /> <br />1. Initial down cutting by the Dry Fork of Minnesota Creek exposing the D Coal Seam and a <br />relatively weak series of overlying shales and sands in the area. <br /> <br />2. Ancient burning of the coal seam reduced the volume and caused considerable fracturing of the <br />overburden. <br /> <br />3. A relatively wet north-facing slope contributed water to the weakened area. Currently, one north <br />flowing perennial stream crosses the slope area and a series of springs issue along the northern <br />toe of the slide. <br /> <br />During the spring of 1987, a large portion of the landslide slid into the Minnesota Creek drainage <br />destroying the Dry Fork road access. Apparently, this also formed a mudflow or debris flow that <br />went down the channel of the Dry Fork for some distance. Although the sli de is now marginally <br />stable, it will ultimately move into and fill Minnesota Reservoir and could seriously impact the <br />dam structure. It should be noted that this slide occurred prior to any mining and related <br />activities in the permit area. A minimum buffer zone of 500 feet for development and 700 feet <br />for longwall mining has been and will be maintained to prevent potential mining-related impacts <br />to the slide and reservoir. <br /> <br />Jumbo Mountain <br /> <br />This very large, old landslide on Jumbo Mountain was thoroughly investigated by Dames and <br />Moore (1993) (Exhibit 14). Dames and Moore’s research indicated that this large, deep -seated <br />landslide on its northern-most edge cut down into the top of the B Seam (Map 12). Dames & <br />Moore assured MCC that the B Seam could be mined safely and that it would be highly unlikely <br />that the underground mining would adversely impact the landslide. <br /> <br />Although photo evaluation and field glass study of the area by John Rold in 1994 indicated the old <br />slide to be more active than stated by Dames and Moore, all agree that reactivation of the slide <br />would not adversely affect B-Seam mining or cause new, serious or irreparable harm to future land <br />use of the area. A careful geomorphic review of the area indicates a very old landslide with <br />episodic periods of renewed movement and dormancy. <br /> <br />This landslide reactivated in the spring and summer of 1996. CDRMS and MCC personnel <br />inspected the area at that time, with the landowner’s approval. Written comments by CDRMS <br />provided an excellent description of the rejuvenation of a typical large landslide which had <br />experienced numerous episodic periods of movement in historic and probably prehistoric time.