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1996-06-25_GENERAL DOCUMENTS - C1980007
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1996-06-25_GENERAL DOCUMENTS - C1980007
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Last modified
2/17/2021 10:45:05 AM
Creation date
11/23/2007 5:42:34 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
General Documents
Doc Date
6/25/1996
Doc Name
Proposed Decision & Findings of Compliance for RN3
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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On the north side of Jumbo Mountain colluvium from an ancient <br /> landslide that removed the minable portion of the B Seam lies directly <br /> atop the lower portions of the B Seam. Water could be expected to <br /> infiltrate through the colluvium and migrate from bedrock units into <br /> the colluvium, emerging as springs or seeps down-dip of the proposed <br /> mining <br /> The B Seam mine will not cause significant hydrologic impacts to <br /> groundwater systems in the five-year permit area based on the data <br /> provided. <br /> The majority of springs are located at or above the F Seam outcrop. <br /> A few springs have been identified between the E and F Seam <br /> outcrops. No springs have been identified below the E Seam outcrop. <br /> Monitoring of springs for baseline data and to assess impacts of <br /> mining in the F Seam has been carried out for the past ten years by <br /> MCC. Evidence to date indicates that mining has very little, if any, <br /> impact on spring flows. <br /> The depth of overburden where the B Seam will be mined in the area <br /> of the springs ranges from 400 to in excess of 1,000 feet. Based on <br /> experience in the F Seam and geotechnical work, the springs will not <br /> be affected significantly by mining in the B Seam under these <br /> overburden depths. <br /> Some inflows to the mine are expected as mining proceeds under Lone <br /> Pine and Gribble Gulches as the valley features are fracture <br /> controlled. Inflows in these areas are estimated from 2 to 20 gpm. It <br /> is anticipated that the flow will be in the middle or lower end of the <br /> range. <br /> If flows into the mine approached the maximum estimated, 20 gpm, <br /> this would only be approximately 14 percent of the peak spring runoff <br /> flow. For this to occur or deplete spring flow, a direct fracture <br /> connection to the mine workings must occur and remain open. To <br /> date, this has not occurred in Lone Pine Gulch in the F Seam under <br /> over as low as 120 feet. <br /> The water balance will not be significantly affected even if the <br /> maximum estimated inflows occur, since any mine inflows will <br /> ultimately be discharged back to the North Fork of the Gunnison. <br /> i. Refuse Material Disposal Impacts on Ground Water - <br /> Lower Refuse Disposal Area - Refuse is generated through the <br /> mining process and will be disposed of on the Lower Refuse <br /> Disposal site. The lower refuse pile is permitted for <br /> 34 <br />
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