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2008-02-19_GENERAL DOCUMENTS - C1981047
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2008-02-19_GENERAL DOCUMENTS - C1981047
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Last modified
8/24/2016 3:22:57 PM
Creation date
2/20/2008 12:04:05 PM
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Template:
DRMS Permit Index
Permit No
C1981047
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
2/19/2008
Doc Name
Proposed Decision & Findings of Compliance for RN5
Permit Index Doc Type
Findings
Media Type
D
Archive
No
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r <br />In October 1977, Centuries Research, Inc. conducted a cultural resource survey ofthe Blue Ribbon proposed <br />mine site. The survey found the area to contain no cultural resources. The State Historical Preservation Officer <br />concluded that the :Blue Ribbon Mine would not impact significant cultural resources, this was again confirmed <br />on June 12, 1997. <br />Hydrologic Balance -Rule 2.04.5, 2.04.7, 2.05.3(4), 2.05.6(3) and 4.05 <br />Groundwater information can be found in the permit document in Section 2.04.7. The locations ofmonitoring <br />sites can be found in Exhibit Z. <br />A description of groundwater occurrence and mining impacts on groundwater within the permit and adjacent <br />areas can be found in the "Probable Hydrologic Consequences" section of this document and the "Cumulative <br />Hydrologic Impact Study" document for this mine area. <br />The coal outcrop of the E seam, which Blue Ribbon mined, is about 80 to 100 feet above the stream bed of <br />Hubbard Creek. Tlie disturbed areas and underground mine areas lie at a higher elevation than the alluvial <br />deposits. The major portion of the mine workings are above the level of Hubbard Creek, so the mine never <br />experienced inflows directly related to water flowing in Hubbard Creek. <br />The alluvium of Hubbard Creek is the only aquifer within the permit and adjacent areas. This aquifer supplied <br />the water consumed at the Blue Ribbon Mine. This aquifer is an isolated body of alluvium. Upstream and <br />downstream of the; mine, the Hubbard Creek stream valley narrows and the stream flows over resistant <br />sandstone bedrock, effectively isolating the alluvial aquifer in the area of the mine itself. <br />The Rollins sandstone is the most significant regional unit with potential to be considered a bedrock aquifer in <br />the North Fork drainage basin. This unit outcrops in a narrow steep reach along Hubbard Creek about a mile <br />downstream of the mining operation. Groundwater recharge to this unit is limited within the Hubbard Creek <br />drainage. The potential use of this unit as an aquifer is limited by the steep valley slopes below the mine and <br />the its limited recharge area. No groundwater from the Rollins Sandstone appeared as mine inflows within the <br />Blue Ribbon Mine, since the mine workings are all stratigraphically above the Rollins Sandstone. <br />The E coal seam dc-es not qualify as an aquifer. The mine workings were nearly dry, except in a few areas of <br />fracturing. Mine inflows documented in the annual hydrology report were described as minor or as "drips" or <br />"wet area" except for specific inflows of 4.5 and 2 gallons per minute . Water pumped to the surface ranged <br />from 38.3 to 86.8 gallons per minute in 1985, but it's not clear how much of that was process water that had <br />originated on the surface. Recent inflows in the Oxbow Mine nearby were 114 gpm in the B-seam and 15 gpm <br />in the C-seam. In general, there remains no apparent issue with groundwater. <br />Surface water information can be found in Section 2.04.7 of the permit document. The locations of monitoring <br />sites can be found in Exhibit Z. <br />A description of surface water occurrence and mining impacts on surface water within the permit and adjacent <br />areas can be found in the "Probable Hydrologic Consequences" section ofthis document and the "Cumulative <br />Hydrologic Impact Study" document for this mine area. <br />Hubbard Creek runs through the permit area between the mine bench and the former location of the coal <br />stockpile and is the only tributary of the North Fork of the Gunnison which may be affected by operations at <br />4 <br />
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