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2009-10-30_PERMIT FILE - C1982056A (5)
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2009-10-30_PERMIT FILE - C1982056A (5)
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Last modified
8/24/2016 3:56:36 PM
Creation date
2/9/2010 10:39:29 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982056A
IBM Index Class Name
Permit File
Doc Date
10/30/2009
Doc Name
Pages 2.05-123 to 2.05-197.3
Section_Exhibit Name
2.05.5 Postmining Land Uses
Media Type
D
Archive
Yes
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upstream of panels 4 and 5, and USGS Station 09243900, located on the eastern end of the undermined area. <br /> USGS Station 09243900 had a range of mean annual flow from 0.07 cfs in 1977 to 4.39 cfs in 1981, during a <br /> period of record from October 1975 through 1992. High flow occurs during the snowmelt, typically in April <br /> through June, and low flow occurs typically in July through September. The potential changes in the Foidel <br /> Creek gradient due to surface subsidence caused by the longwall mining in panels 9 Right through 6 Right were <br /> estimated. This estimate is based on the characteristics of Foidel Creek and results of the ground surface <br /> subsidence study presented in Exhibit 7E of this application. <br /> A stream channel profile, Figure 5i, was plotted for Foidel Creek as it meanders through the project site. The <br /> stream enters the undermined area at the edge of Panel 5 -Right and then crosses panels 6 -Right through 9- Right. <br /> The longest section of this stream will be undermined by Panel 7-Right. A total of 3.4 miles in length for Foidel <br /> Creek was undermined. The average gradient for the undermined section of the stream is 0.005 ft/ft. Based on <br /> subsidence calculations presented in Exhibit 7E (SubTerra, Inc., 1993), the predicted postmining slope of the <br /> Foidel Creek stream channel would not change by more than 12.5x10" ft/ft. The survey work done on Foidel <br /> Creek for the mining of Panel 9 -Right through 6 -Right showed no significant changes in the gradient of this <br /> creek. The creek profiles are present in TCC's semi - annual subsidence report. The average channel slope, <br /> based on the profile presented in Figure 5i, is about 0.0049 ft/ft upstream of the rib between Panels 7 Right and <br /> 8 Right and 0.0073 ft. downstream. Based on the assumption that the system is in approximate equilibrium, the <br /> subsided channel will probably adjust itself to about 0.007 ft/ft. <br /> 1. As the creek crosses over panel 6- Right, after subsidence, there will be a head -cut as much as three feet <br /> deep tapering off to zero feet about 1,000 to 2,000 feet upstream in about the same channel cross - section <br /> as exists now. This will occur as alluvial silts and clays from the streambed are eroded and re- deposited <br /> in the subsided area in the center of Panel 6 -Right and the natural streambed gradient is reestablished. <br /> No mitigation is anticipated to be required. <br /> • 2. The area of the rib between Panels 6 -Right and 7- Right, Panel 7- Right, and the Panel 7/8 rib will all <br /> subside fairly uniformly with respect to the streambed profile. Minor cuts and fills of one to two feet <br /> maximum may occur due to varying natural conditions in the channel bed and bank materials, <br /> subsidence irregularities, and channel flows. The channel will assume the same symmetry, as <br /> determined by flow conditions, as it has now. <br /> 3. A subsidence trough of as much as 42 inches may occur in the center of Panel 7- Right. However, the <br /> trough will taper out in about 350 feet on each side of the deepest portion. It will fill will alluvial <br /> sediments from the adjacent stable upstream segment in a short period, depending on flow conditions. <br /> No significant effects on the stream channel are anticipated and no mitigation is anticipated to be <br /> required. <br /> 4. The channel reach crossing Panels 6 Right and 7 Right and the ribs is predicted to subside at a channel <br /> slope very close to that of the natural channel, and no significant channel geometry changes are <br /> anticipated. <br /> 5. Panel 8 -Right has a change in slope to a flatter slope crossing the rib between panels 8 Right and 9 <br /> Right, and to a deeper subsidence trough in panel 9- Right. Channel profile equilibrium will occur as the <br /> high spot on the rib erodes about 1 to 2 feet to match pre- existing natural ground slopes. The profile <br /> will then erode slightly to match the natural grade downstream of Panel 9- Right. No mitigation <br /> measures are anticipated. <br /> The stream gradient for Foidel Creek is presented on Table 8, Exhibit 7e -3. In reference to Foidel Creek, TCC <br /> is not anticipating any significant impacts to the creek due to the mining of Panel 12- Right. TCC anticipates <br /> that the creek will react the same way it did previously. This reflects the fact that there are no sandstone <br /> outcrops intersecting the .channel. Therefore, the potential to dewater the stream is non - existent based on TCC's <br /> prior experience with Foidel Creek given this condition, i.e. no outcrop channel. Similarly, TCC does not <br /> anticipate that any significant erosional processes will be triggered by undermining and subsiding Foidel Creek. <br /> PR09 -08 2.05 -161 04/29/09 <br />
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