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PERMFILE67051
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Entry Properties
Last modified
8/24/2016 11:12:44 PM
Creation date
11/20/2007 9:41:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
12/2/2004
Doc Name
2.05.6(3)(a-c) Protection of Hydrological Balance Part 2
Type & Sequence
PR10
Media Type
D
Archive
No
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West Elk Mine <br />projection is consistent with previously submitted projections with the exception of build-up <br />. schedules. The build-up schedules aze estimates, which are dependent on coal sales and mazket <br />conditions and may change accordingly. <br />Planning and expansion of the treatment plant will occur according to state (Colorado <br />Department of Public Health and Environment [CDPHE]) regulations. The level of projected <br />future maximum dischazge (0.04 mgd) is still small compared to the low flows in the North Fork, <br />and so should not significantly affect water quality of the river. In addition, effluent from the <br />W WTP goes through sedimentation pond MB-2R prior to dischazge to the North Fork. <br />Effects of Subsidence <br />The effects of subsidence from mining of the B Seam in the Apache Rocks and Box Canyon <br />mining areas and the E Seam in the SOD permit revision area aze discussed in Section 2.05.6 <br />(6)(e)(i). Water quality impacts from subsidence could potentially result from: (1) increased <br />stream erosion rates due to alteration of channel slopes and geometry; or (2) cross-connection of <br />previously isolated formations and the surface hydrologic system. <br />The amount of subsidence predicted to result from the Apache Rocks, Box Canyon, and Sauth <br />of Divide mining areas are discussed in Section 2.05.6 (6)(b)(i). As discussed previously in <br />this section, the amount and pattern of change in the channel slope due to subsidence is not of a <br />magnitude to cause significant channel degradation and erosion (see Exhibit 55 and SSA). Small <br />adjustments could occur which would stabilize in a relatively short period of time. <br />From the standpoint of groundwater quality effects resulting from subsidence, the key <br />consideration is that groundwater resources which could be disrupted by the proposed mining are <br />very limited in extent and magnitude. There is no demonstrated formation groundwater use at <br />the mine or in the general area. There are no formations in the existing or proposed permit area <br />that would qualify as "aquifers." As discussed in the Groundwater Quality Effects section, if <br />groundwater moves via asubsidence-caused fracture from a higher formation to a lower <br />formation or into the B or E Seams, the water quality change will not be significant. <br />Groundwater Quantity Effects <br />This section of the application defines and evaluates the hydrologic consequences related to <br />groundwater quantity including impacts from construction of mine entries, the direct mining <br />impacts resulting from single-seam mining (F, B and E Seams) in the original permit azea, multi- <br />seam mining (B and E Seam), and the storage of water in previously mined down-dip sealed <br />panels (large capacity sealed sumps). Groundwater quality effects are discussed in the following <br />section. Readers are encouraged to review Sections 2.05.6 (3)(a-c), West Elk Mine Experience <br />and Regional Mining Experience, of this permit document, because they contain important <br />findings regarding groundwater from the Box Canyon Decision Document the West Elk Mine <br />permit document, including revisions and renewals, other mines in the North Fork Valley, and <br />the CHIA. <br />Surface and groundwater occurrence have been studied extensively by MCC since 1976. Map <br />34 shows the existing hydrologic monitoring network. The groundwater network for the permit <br />2.05-204 Revised November 2004 PR/0 <br />
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