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DRAFT <br />• Tilt and strain caused by subsidence may reactivate movement in a currently stable <br />or dormant landslide and rockfall areas where slope movements would be expected <br />to eventually naturally reoccur due to natural causes. In the case of unstable natural <br />slopes they are most likely to develop, reoccur and grow on steeper slopes during <br />periods of increased precipitation. If a dormant landslide or rockfall area starts <br />moving during a dry period and within approximately 0.7 times the depth distant from <br />an advancing longwall face, the movement has very likely to have been triggered by <br />the mining. <br />• Large tilt and horizontal strain values caused by longwall mining under the shallower <br />overburden, close to the coal outcrop or on the lower sections of steep canyon walls <br />on the southwest side of the Project Area, could potentially cause the greatest <br />mining impacts on areas that are already unstable. <br />1. Tilt values greater than about 5 percent, with approximately 500-foot overburden <br />depth or less, may impact areas that are already prone to landslides or rockfalls, <br />particularly where the tilt direction parallels the downslope direction, and, <br />therefore, increases the overall slope angle by roughly the maximum predicted tilt <br />amount. See Figure 9 C and Figure 18. <br />2. The stability of geologic hazard areas may also be increased by subsidence, <br />where the subsidence induced tilt direction is opposite to the topographic slope <br />direction. In this instance, the overall slope angle would be decreased by as <br />much as the maximum subsidence-induced tilt change. See Figures 9B. <br />Horizontal tensile strain values generally greater than approximately 1 percent <br />(10000 uE) at 500-foot overburden depths and less also may accelerate natural <br />landslide movement or rockfall, particularly during periods of high or increased <br />precipitation. Figure 18. Ribside Tension Cracks in Road Fill and Cliff Face, <br />York Canyon Mine shows a location where a sandstone cliff face failed after <br />some of the shale underlying a sandstone cliff face had been removed for the <br />pioneer road and then the headgate end of the longwall panel was mined past at <br />approximately 360 feet below but over 50 feet to the right of the cliff. The <br />estimated non-maximum tensile strain acting on the cliff face was about 0.5 <br />percent (5000 uE). <br />8.2 Mining Beneath Stream Courses <br />The only permanent stream courses indicated on the Garvey Canyon Quadrangle and Howard <br />Canyon Quadrangle for the Project Area are Big Salt Wash and East Salt Creek. Big Salt Wash <br />is the only permanent stream that overlies planned Red Cliff Mine workings in the Cameo <br />Seam. East Salt Creek does not cross over any part of the Cameo Seam within the Existing <br />Coal Lease or Coal Lease Application area. The Cameo Seam outcrop crosses Big Salt Wash <br />approximately 7,800 feet upstream from the southern boundary of the Coal Lease Application <br />area, as shown on Figure 13. Overburden and Outcrop Map for the Project Area. <br />Within the Existing Coal Lease area, the Cameo Seam outcrop crosses the intermittent stream <br />course in Stove Canyon, Section 2, T. 8 S., R102 W. northwest of Big Salt Wash and the <br />intermittent stream courses in Munger Canyon and its southeast tributary, Sections 22 and 27, <br />S. 7 S., R. 102 W. These Cameo Seam outcrops are within the Project Area. <br />Page 42 of 57 <br />