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REV05177
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REV05177
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Entry Properties
Last modified
8/25/2016 1:03:35 AM
Creation date
11/21/2007 9:23:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
7/26/2000
Doc Name
PN M-1980-244 CRESSON PROJECT AM-08
From
DMG
To
CRIPPLE CREEK&VICTOR GOLD MINING CO
Type & Sequence
AM8
Media Type
D
Archive
No
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RRtionale-Recommendation forApproual <br />July 26, 2000 Page 5 <br />this amendment reclamation warranties for future ancillary disturbances. Therefore, the Division believes the <br />operator is incompliance with the above-cited Rules and the Acts. <br />6.4.6 Exhibit G - tiYaler Information <br />1 i. Failure to analyze the full spectrum of constituents released from the VLF. (J. Berman, J. T. Cobb , <br />E. C. Mangold, A. Weiland, K. Hughes, R. Flynn (CFV), and R. Fay) <br />DMG Response: In considering information for both Amendments 7 and 8, the Division evaluated the <br />constituents that are regulated in surface and groundwater. The information reviewed included analyses of <br />rocks and waters from the project developed for CC&V, information in the files of the CDPHE and EPA and <br />published information. Mineralogical reports provided trace element inferences. From a regulatory <br />perspective, the primazy geochemical constituents of concern were found to be WAD cyanide and acid rock <br />drainage (ARD). ARD parameters of primary concern were determined to be zinc and pH. Elevated <br />concentrations of Cu, (copper) AI,(aluminum) and Mn,(manganese) were found, though only in rare cases. <br />All these are monitored through the combined ground and surface water monitoring programs of DMG and <br />the CDPHE. In addition, other parameters are monitored in groundwater for indications of ARD generation. <br />12. The magnitude of the problems with AMD will probably not be known for years. The permit <br />application recognizes that a large portion of the rock to be excavated will be acid-generating. <br />However, the proposed activities will not provide adequate segregation of the waste rock and/or the <br />necessary monitoring and controls to prevent toxic materials and acid from being released to the <br />surface and groundwater. (R. Fay, A. Weiland, K. Hughes, R. Flynn, R. Fay) <br />DN/G Response: The combined test and monitoring data indicate that waste already placed in Arequa <br />Gulch has a net neutralizing potential. Future water that drains through waste rock into the diatreme likely <br />will be neutralized by carbonate in the lower part of [he diatreme. Waste rock materials from the North <br />Cresson and East Cresson are reported to have lower net neutralization potential (NNP) values. However, <br />change from these waste materials will also be neutralized by carbonate in the lower part of the diatreme. <br />13. Apparently some of the mine pits will be backfilled but backfilled materials may leach acid-forming <br />materials. This does not comply with the Rule. Also, backfill should be done to produce controlled <br />drainage to surface water treatment facilities, rather than uncontrolled leaching to subsurface tunnels <br />and other release conduits. Reliance on the Carlton tunnel [o supposedly neutralize leachate from <br />backfilled pits does not comply with Rule 3.1.5(2). The Rule specifically prevents any backfilled <br />materials from "leaching...acid-forming materials." This is a very strict standard, arguably much <br />more difficult to meet than the general requirement that the leachate meet all water quality <br />requirements. (R.M. Raub, S. Crowner, R. Batiste) <br />DMG Response: ARD may be produced from some of the pit backfill, but high NNP values in the <br />lower part of the diatreme should result in neutral ground and surface waters at the first points of use. Above <br />the water table, which in the mine area occurs at slightly above the Carlton Tunnel level, there is no <br />groundwater use and no means of regulating unsaturated zone waters. <br />14. CC&V should ensure all water quality standards will be met. The MLRB cannot approve an <br />operation unless the applicant has provided evidence the operation will at all times be in "compliance <br />with applicable federal and Colorado water quality laws and regulations...", Rule 3.1.6. At a <br />minimum, CC&V must analyze, test for, and assure full compliance with all of the standards for <br />
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