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PERMFILE101111
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PERMFILE101111
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Entry Properties
Last modified
8/24/2016 9:55:32 PM
Creation date
11/24/2007 7:37:30 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 17A Rollins Sandstone Aquifer
Media Type
D
Archive
No
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However, further analysis using hydrogeologic evaluation and geologic cross-sections indicates that the <br />• Rollins Sandstone is not a significant aquifer in the Jumbo Mountain area due to it low permeability, poor <br />water quality, limited recharge (< 0.5 in/yrl and its hydraulic separation from the Rollins Sandstone on <br />the north side of North Fork in the Jumbo Mountain area. In addition, in the Jumbo Mountain area, the <br />strata finterburden) between the 8-Seam and the Rollins Sandstone thickens considerably wish an average <br />thickness of about 150 feet. <br />Because of these factors, it is highly unlikely that mining activities in the Jumbo Mountain area will affect <br />the hydrogeologic character of the Rollins Sandstone. Therefore, no additional monitoring wells in the <br />Rollins Sandstone and as stated in 2.04.7 111 Hydrology Description in the Colorado Regulations, are <br />necessary. <br />4. Concern: 'MCC should install a B seam well down-dip from JMB-12 and active mining in Jumbo <br />Mountain. Rule 2.05.613) states that the quality and quantity of surface and groundwater should be <br />protected. An up-dip and down-dip well will provide data to assess whether any impact is occurring. The <br />additional well should be located where it will not be destroyed by mining activities.' (April 15, 1994) <br />Response: As stated in the MCC response dated May 23, 1994, down-dip from the mining operation the <br />minable portion of the B-seam has been removed by an ancient landslide on the north side of the Jumbo <br />• Mountain and the placement of such a monitoring well that would accurately monitor the impact of mining <br />is not possible. <br />I[ is recognized that mining of the B-Seam will affect groundwater within this unit. The coal seam will <br />be drained and water levels will drop. Because groundwater slow is topographically controlled rather than <br />structurally controlled, the placement of a monitoring well down-dip, should i[ be possible, would do little <br />to monitor the overall hydrological impact to the B-Seam. Finally, based on the above calculations, the <br />B-Seam is insignificant in terms oT the overall regional and local hydrologic balance and no additional well <br />should be required. However, MCC is willing to work with the Division to design a satisfactory monitoring <br />program. <br />6. Concern: 'From extensive review of PR-05 and the currently approved permit, it is apparent that <br />groundwater in the Jumbo Mountain Tract is generally perched in the strata above the B-Seam and usually <br />present invariable quantities in the B-seam and the Rollins Sandstone. The operator should develop and <br />submit maps indicating the piezometric surface of the B-seam and Rollins Sandstone in the Jumbo <br />Mountain Tract (Rule 2.04.7(41(c1. In addition, reference this information and expand discussion of the <br />potential for Rollins water to move into the mine workings, specifically along faults.' (April 15, 1994) <br />Response: Currently, there is insufficient data to develop a potentiometric map for the Rollins Sandstone. <br />• 6 <br />
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