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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 />saturated stratum appeared along Entry No. 4 (numbered east to west). The colluvium over <br />Entry No. 2 and No. 3 exhibited only a thin saturated thickness which dried up that summer and <br />fall. <br />Entry construction began neaz the end of September 1981. During the period August 20, 1981 to <br />December 12, 1981 some piezometer water levels dropped a maximum of 2 feet above the <br />portals. Water levels in piezometers located downslope showed water level decreases of <br />between 2 and 9 feet during the same period. <br />Three of the five entries experienced inflows during construction while the remaining two were <br />dry. Entry No. 4 experienced the greatest inflow (approximately 5 gpm). Within one week this <br />flow had diminished to less than 1 gpm. Entry No. 1 produced a small quantity of water from <br />the bottom of the coal at a rate of less than 1 gpm, which dried up within two weeks. The <br />sandstone roof of the entry was dry. Entry No. 5 produced drips, perhaps as much as 0.1 gpm for <br />about one week. <br />It is uncertain how much water levels in the low permeability strata aoound the portal have been <br />affected. However, certain conclusions can be drawn. First, it is clear that a uniform cone of <br />depression has not occurred. While it is likely that water levels in the low permeability <br />colluvium around the mine entry may have declined as a result of construction and de-watering, <br />water levels have reached a new equilibrium condition. Water levels in the inclinometers <br />changed little since September 1982. Similazly, the water level in monitoring well SOM-13 has <br />remained relatively constant during this same period. {See Map 34 for the location of well SOM- <br />. 13). <br />This experience near the F Seam subcrop indicates that the colluvium, coal, and bedrock are <br />recharged locally. Limonite stains in sandstone above the F Seam coal neaz the outcrop also <br />suggests local rechazge of water. However, the experience at West Elk Mine indicates that <br />sandstone roof rock above the F Seam coal is usually dry. The small quantity of water produced <br />from the F Seam coal itself and in the colluvial overburden during construction of the portals in <br />the wettest part of the year were the first indication that mine inflows would not be substantial as <br />mining progressed. Soon after completion of the entries in 1982, mine inflows virtually ceased, <br />but typically reappeaz at low rates during snowmelt runoff each season. <br />Based upon these observations, WWE has concluded that the current and past mining has not <br />materially impacted the groundwater contained within the colluviaUlandslide deposits in the <br />vicinity of the mine portal. <br />Direct Mining Impacts <br />Direct mining impacts on groundwater include the effects of longwall mining subsidence and <br />induced mine inflows from saturated channel sandstones above or from damaged fault <br />zones in saturated sandstone layers beneath the mined interval. A general discussion of each <br />is followed by a more detailed presentation of the impacts from mining the F, E, and B Seams. <br />1.05-207 Revised November 1004 PRl0 <br />
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