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2009-05-12_REVISION - C1981025 (8)
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2009-05-12_REVISION - C1981025 (8)
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Last modified
8/24/2016 3:46:26 PM
Creation date
5/14/2009 3:34:19 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981025
IBM Index Class Name
REVISION
Doc Date
5/12/2009
Doc Name
Propoposed Decision and Findings of Compliance
From
DRMS
To
Minrec Inc
Type & Sequence
RN5
Email Name
JRS
Media Type
D
Archive
No
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2. Ground Water Monitoring <br />Ground water monitoring was accomplished at the two piezometers D-IA and D-2A, and <br />includes the parameters of water level, temperature, pH, and conductivity. Piezometer D- <br />1 A is located in North Thompson Creek alluvium in proximity of the foot of the mine <br />waste pile. Piezometer D-2A is located in the same alluvium, but upstream (North <br />Thompson Creek) a short distance from the mine waste pile area. This groundwater <br />monitoring was terminated with the approval of Technical Revision 23 on February 23, <br />2004. <br />There is no groundwater monitoring in the Middle Thompson Creek drainage or at the <br />loadout site (Roaring Fork River). <br />Ground water points of compliance (wells) are required for an operation that has the <br />potential to negatively impact the quality of ground water. The bedrock ground water at <br />the North Thompson Creek Mine is in formations whose permeability is too low for mine <br />leachate to significantly infiltrate into the rock; therefore, there is no potential for <br />negative impact, and consequently a compliance point is not required for the bedrock <br />formations. The absence of potential for negatively impacting bedrock ground water <br />indicates the mine is in compliance with the Basic Standards for Ground Water in <br />bedrock formations. <br />Leachate seeping from the mine's refuse pile has the potential for negatively impacting <br />the alluvium downgradient (southeast) from the refuse pile. The mine monitors North <br />Thompson Creek alluvial ground water in well D-IA. This well is within the expected <br />flowpath of leachate, should leachate flow from the refuse pile to the alluvium. Well D- <br />lA meets the qualifications of a compliance point. A leachate plume in the alluvium can <br />be expected to extend no more than 1,000 ft. downgradient from the refuse pile, owing to <br />the laterally discontinuous nature of the alluvium and dilution of alluvial water by <br />flowing stream water. If this 1,000-ft. distance is considered to be the "specified area", as <br />this term is defined in the Basic Standards for Ground Water, then the alluvial water can <br />be tentatively classified as water of Limited Use and Quality because within this <br />specified area, the North Thompson Creek alluvial water is of such small volume that it is <br />not currently used and is unlikely to be used in the future. The Basic Standards have no <br />water quality standards for the Limited Use and Quality classification; therefore, the mine <br />is in compliance with the Basic Standards for Ground Water in alluvial formations, at the <br />location of well D- IA. As stated above, all groundwater monitoring was terminated with <br />the approval of Technical Revision 23 on February 23, 2004. <br />E) Stream Buffer Zones <br />Pre-law surface or underground mining activities within 100 feet or through perennial <br />streams or streams with a biological community within the permit areas were recognized in <br />the PAP. The approved reclamation plans included restoration of original stream channels, a <br />requirement that water quality and quantity shall not be adversely affected, and a requirement <br />that appropriate riparian vegetation was to be reestablished. Recognized pre-law areas of <br />North Thompson Creek C-1981-025 <br />Permit Renewal 05 <br />12 May 2009 <br />16
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