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2008-03-21_PERMIT FILE - C1980007A (5)
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2008-03-21_PERMIT FILE - C1980007A (5)
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Last modified
8/24/2016 3:25:41 PM
Creation date
6/20/2008 11:15:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
3/21/2008
Doc Name
pg 2.05-101 to 2.05-199
Section_Exhibit Name
2.05.5 & 2.05.6 Post-Mining Land Uses and Mitigation of Surface Coal Mining Operation Impacts
Media Type
D
Archive
Yes
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Vest Elk Mine <br />A small portion of the development mining area along the northwest side longwall panel 18A <br />underlies a known area of landslide disturbance south of Highway 133 as shown on Map 1 of <br />Exhibit 60C. As a result, the worst possible consequence associated with mining-induced <br />subsidence in the West Flatiron lease area is that this landslide will be reactivated during mining <br />activities causing a potential crossing of Highway 133 and an obstruction to traffic. - <br />Based on observations made in the field both of active and inactive landslide areas before and after <br />mining activities, MCC and it's consultant (WWE) concludes that the greatest potential for the <br />worst possible consequence would occur during a very wet precipitation period. Such periods have <br />been observed in the North Fork Valley as recently as the mid-1990s causing initiation or <br />reactivation of numerous natural landslides. <br />With few exceptions, most landslides along the North Fork Valley are relatively shallow in depth <br />and move relatively slowly downhill_ (gravity creep) providing an opportunity for monitoring and <br />evaluation. Monitoring of the landslide toe south of Highway 133 will provide an opportunity to <br />assess whether reactivation of the landslide has occurred and to what extent this reactivation may <br />have on the highway. Such monitoring will be accomplished by vertically driving steel rods into <br />the landslide area south of Highway 133 at locations potentially subject to reactivation. These are <br />then monitored by surveying to assess changes. Should movement be noted on these metal stakes, <br />additional studies and surveys can be undertaken to assess where reactivation is occurring, the rate <br />of movement, the area extent and depth of the materials that are moving, and the potential for <br />impact to the highway. <br />It should be noted that the portion of longwall panel 18A that is closest to the highway <br />(approximately 600 feet horizontal distance) includes development entries, which have the smallest <br />subsidence potential because of the room-and-pillar mining techniques used. This development <br />mining will occur before any longwall mining activities. When longwall mining occurs in panel <br />18A, it will be further south (about 250 feet) with an angle of draw that will not influence the <br />landslide area. As a result, monitoring of the landslide during development mining will serve to <br />assess the most likely potential reactivation period, particularly during spring runoff. <br />Material damages created by the activation of the landslide, should they occur, are expected to be <br />limited to the physical obstruction of traffic on Highway 133. As previously stated, it is anticipated <br />that monitoring will assist in evaluating the potential for this occurrence and minimize the health threat <br />to individuals driving on Highway 133. Should the landslide reactivate and threaten or cross Highway <br />133, MCC will provide available assistance in the clearing of the highway and mitigation of the effects. <br />WWE finds the likelihood of this occurrence to be extremely small except in abnormally 'et <br />conditions, which will have a similar effect on numerous landslides throughout the North Fork Valley. <br />The following are known locations within the present permit area, the South of Divide and Dry Fork <br />pen-nit revision areas where the reactivation of a landslide could occur as a result of current or future <br />mining: <br />1. Apache Rocks mining area <br />a. North of Minnesota Reservoir darn in the SW1/4 of Section 29 <br />10 b. Above Panels 14 and 15 in the SW'/4 of Section 26 <br />c. On the west side of Deep Creek, above the southeasternpart of Panel 17 <br />2.05-113 Revised June 200.1 PRIG, Rev. dfarch 2006: Rev. Apri12006 PR10: May 2006 PRIO, Vov. 2006 TR107, Sep. 2007 PR-12: Feb. 200SPR-12
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