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PERMFILE52017
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PERMFILE52017
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Entry Properties
Last modified
8/24/2016 10:55:56 PM
Creation date
11/20/2007 3:09:38 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012A
IBM Index Class Name
Permit File
Doc Date
11/16/2006
Section_Exhibit Name
Section 2.05 Operation and Reclamation Plan
Media Type
D
Archive
Yes
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• These standards and discharge analyses are contained in <br />Exhibit 22, NPDES Permit and in the Annual Hydrology Reports. <br />Loner term Hydrologic Impacts. Following the completion of <br />mining, flooding of the workings will allow the water table to rise <br />again, and result in the re-expression of springs. Physically, the <br />overburden and the coal seam may act as a unified unit, due to the <br />rubbilization associated with subsidence, and the recharge area for <br />this new, thicker, water bearing zone will increase to include the <br />area over the mine workings. Alternatively, the recharge area may <br />stay the same, as the fine grained sediments in the intergrading <br />sandstone, siltstone, and shale sequences within the overburden may <br />fill the fracture zones, thereby healing them. <br />The 1980 WWL Report estimated that the potentiometric surface <br />will recover to the original level of water in the coal (page 56). <br />Hole LA 221 had a water level in 1976 located 304 feet above the top <br />of the Maxwell seam of coal (1994 supplement to Exhibit 8, Table 3A). <br />The elevation of the Allen seam of coal in the approximate center of <br />the New Elk Mine is 7150'. If the 1976 water level information is <br />representative of the original potentiometric surface, then the <br />anticipated equilibrium level of water in the coal seam at New Elk <br />Mine would be 7450'. Given the approximate nature of this estimation <br />• and the proximity of that elevation to the East Portal (7460'), Basin <br />will install a 6" PVC pipe to discharge the current mine inflow of 0.4 <br />cfs with 1 foot of head, in the unlikely event that discharge occurs <br />through the portal. <br />The water quality of the water filling the mine will reflect a <br />mixture of five years of pumping of thickener into the mine with <br />inflow from the coal seam and other sources. This will not materially <br />change the beneficial uses which can be acquired from the Allen seam, <br />as it is not acceptable for use as a domestic water source or a flood <br />irrigation source due to salinity levels. In addition, the coal seam <br />aquifer exceeds MLRD suspect levels for stock watering for iron, <br />manganese and fluoride. <br />water quality along the Middle Fork of the Purgatoire will <br />experience a diminished water quality following the discharge of water <br />from the flooded workings. Salinity, sulfate, and SAR levels will <br />increase, but projections of water quality during low flow show that <br />beneficial uses will not be compromised. Ammonia concentrations in <br />the river concurrently exceed chronic aquatic life receiving stream <br />standards. The discharge of water from the flooded workings is <br />projected to improve the water slightly, but not enough to meet the <br />standards. Table 26C delineates loading of parameters which <br />potentially could impair uses. <br />(Revised 2/6/95) <br />2.05-88 <br />
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