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GENERAL44240
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Last modified
8/24/2016 8:13:02 PM
Creation date
11/23/2007 12:55:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
General Documents
Doc Date
10/12/1986
Doc Name
PROPOSED DECISION & FINDINGS OF COMPLIANCE FOR PR2
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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-33- <br />The underground mining activites at the proposed Orchard Valley West mine site <br />have been planned to minimizing disturbance of the prevailing hydrologic <br />balance in both he disturbed area and adjacent area. Sediment and draiaage <br />control measures will be performed in compliance with Rules 4.05.5 and <br />4.05.6. Impacts from mining to the surface water component of the East <br />Roatcap Creek Drainage are expected to be minimal at best. The Overland Ditch <br />which has previously been routed through East Roatcap Creek for conveyance to <br />water right users below the proposed mine site will now be diverted to West <br />Roatcap Creek. <br />CUMULATIVE HYDROLOGIC IMPACT ASSESSMENT <br />The proposed west portal facilities in East Roatcap Creek will not result in <br />adverse hydrologic impacts as explained above, therefore, there will be no <br />additional cumulative hydrologic impacts to the basin. <br />Impacts on Ground Water <br />The six underground mines along the North Fork of the Gunnison may impact <br />ground water quantity by one or more of the following: <br />- induced inflows into the mines through faults and fractures which <br />provide communication between the mine and overlying and underlying <br />aquifers and surface waters; <br />- dewatering of the coal, roof and floor with the advance of mining; and <br />- subsidence-induced flows into the mines. <br />Faults and Fractures <br />Faults and fractures which cut the bedrock strata produce a localized increase <br />in porosity within the strata. If the faults and fractures do not become <br />sealed by clays, they may become conduits for the flow of ground and surface <br />water. When encountered within the mine, faults and fractures will dewater. <br />The amount of water flowing into the mine from these sources depends on <br />porosity and permeability of faults or fractures, and on the open vertical <br />connection within the faults and fractures between the coal seam and sources <br />of ground or surface water. Fault and fracture controlled inflows have been <br />noted and mapped in the U. S. Steel Corporation Somerset Mine application <br />(Exhibit E8-3366), the Western Slope Carbon Hawk's Nest Mine permit <br />application (Exhibit 2.04.7(1) or W-1006), the Western Associated Coal, Blue <br />Ribbon Mine application (Exhibit T), and the Colorado Westmoreland Inc. <br />Orchard <br />Valley Mine (Annual Hydrologic Report dated December 30, 1982). The Bear Mine <br />is it not presently experiencing any mine inflows. The Mt. Gunnison No. 1 <br />Mine has encountered only minor inflows from fractures in the Number 1 <br />portal. A quantitative assessment of su~face water depletion through mine <br />inflows is contained in the surface water section of the Cumulative Hydrologic <br />Impact Study. <br />
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