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2021-02-05_PERMIT FILE - C1980007A (5)
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2021-02-05_PERMIT FILE - C1980007A (5)
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Last modified
10/6/2022 8:32:15 PM
Creation date
2/23/2021 11:01:07 AM
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
2/5/2021
Doc Name
SUBSIDENCE EVALUATION
Section_Exhibit Name
Exhibit 60E Subsidence Evaluation for the South of Divide and Dry Fork Mining Areas
Media Type
D
Archive
Yes
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Subsidence Evaluation for the <br /> Exhibit 60E Southern Panels, Apache Rocks West, & Sunset Trail Mining Areas Page 34 <br /> 11.0 EFFECTS OF SUBSIDENCE AND MINE-INDUCED SEISMIC <br /> ACTIVITY ON MAN-MADE STRUCTURES AND RENEWABLE <br /> RESOURCES <br /> Man-made structures and renewable resources in the Southern Panels, Apache Rocks West, and <br /> Sunset Trail mining areas basically consist of 1) a reservoir (Minnesota Reservoir), 2) stock <br /> watering ponds, 3) streams (primarily Dry Fork and the upper part of Lick Creek) and Deep Creek <br /> Ditch, 4) roads, and 5) local cabins. Minnesota Reservoir, the ponds, and the Deep Creek Ditch <br /> diversion to Dry Fork serve the dual purpose of being both man-made structures and containment <br /> structures for the valuable water resources in the area. Based on annual subsidence observations <br /> in the Jumbo Mountain, Apache Rocks, Box Canyon, and South of Divide mining areas since <br /> 1996, the following information is considered appropriate for the Southern Panels, Apache Rocks <br /> West, and Sunset Trail mining areas. <br /> 11.1 Minnesota Reservoir <br /> Minnesota Reservoir,which provides storage water primarily for irrigation,is located between two <br /> landslides—one beginning at the north shore and the other beginning at the south shore. As <br /> explained in Section 10.1.1 (above), landslide movement on Jumbo Mountain occurred during <br /> unusually wet periods before mining began, during mining, and after mining and subsidence was <br /> complete. The conclusions were that landslide movement occurs in response to ground saturation <br /> and is not noticeably affected by subsidence and seismic activity produced by longwall mining <br /> beneath, or near, landslide areas. <br /> Both the landslides on Jumbo Mountain and those north and south of Minnesota Reservoir occur <br /> in surficial material (loose rock, gravel, sand, silt, clay, and soil) and local bedrock outcrops. <br /> Dunrud therefore expects that the mining of longwall panel E9 will not noticeably affect the large <br /> landslide south of Minnesota Reservoir. <br /> Mining of the longwall mining panels in the Southern Panels, Apache Rocks West, and Sunset <br /> Trail mining areas, as currently planned (Map 1) will not affect Minnesota Reservoir. The <br /> reservoir is located outside the area of mining influence of both the B- and E-seam panels, using <br /> an extremely conservative 45-degree angle of draw. Monitoring data is presented in the annual <br /> Fall Subsidence Reports to verify and demonstrate the accuracy of the predictions. <br /> 11.2 Stock Watering Ponds and U.S. Forest Service Water Resources <br /> The stock watering ponds in the Southern Panels mining area are located in debris flows or <br /> colluvium derived from the debris flows (Dunrud 1989). Some of these ponds are also classified <br /> as U.S. Forest Service water resources. The debris flows consist of a heterogeneous mixture of <br /> clay derived from the Wasatch Formation and boulders and gravels derived primarily from the <br /> Mount Gunnison intrusive (granodiorites and quartz monzanites). Based on observations made <br /> during geologic mapping in the area, these debris flows are even less likely to be affected by <br /> longwall mining than the alluvium. The debris flows have a very low permeability and, because <br /> the clay matrix is armored by the interstitial gravel and boulders, are resistant to erosion(the Deep <br /> Creek Ditch locally flows in this material at steep gradients). Based on the above-mentioned <br /> observations,no effects are expected when ponds in the Southern Panels,Apache Rocks West, and <br /> 831-032.912 Wright Water Engineers, Inc. <br /> December 2020 <br />
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