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2009-02-10_PERMIT FILE - C1981022 (5)
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2009-02-10_PERMIT FILE - C1981022 (5)
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Last modified
8/24/2016 3:43:33 PM
Creation date
7/23/2009 11:25:35 AM
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Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
Permit File
Doc Date
2/10/2009
Section_Exhibit Name
2.04 Environmental Resources
Media Type
D
Archive
No
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Sa2ien - 2.04.7 <br />Stored Mine Water System - Historical and ongoing coal mining in the area has resulted in extensive <br />underground mine workings. In those areas where the mine workings are associated with perched <br />ground water units or where mine subsidence results in fractures connecting to perched ground water <br />occurrences, ground water inflow has occurred or is occurring, resulting in some accumulation of <br />stored ground water in the mine workings. Both historic and potential future contributions to mine <br />inflow from either surface water flows in the North Fork of the Gunnison River or the associated <br />alluvial/colluvial system are considered negligible. The historic Blue Ribbon, Hawk's Nest Mine and <br />the Elk Creek Mine workings are or will be well above the present level of the river. The Somerset <br />Mine and Sanborn Creek Mine workings, while partially below river level, are in coal seams which are <br />stratigraphically above river level and laterally separated from the margins of both the river and the <br />associated alluvial/colluvial deposits. The only mine water discharge to date has been minor flow <br />from Spring SP-8 (Oliver Mme) and pumped water from the Sanborn Creek Mme. While historic <br />flows from this spring averaged 12gpm, recent flows are non-existent. When the Sanborn Crek mine <br />was closed, pumped flows were halted. See the Annual Hydrology Reports (AHR's) for additional <br />information. Total water storage capacity in the abandoned Somerset B and C seam workings located <br />below the portal elevations (6090' elevation) is estimated to be in excess of 1 billion gallons. <br />Historic Somerset mine inflow rates had been low to moderate, as discussed in the previous section, <br />ranging from 0 to 400 gpm. Based on monitoring of initial flooding of the abandoned B-Seam <br />workings in the Somerset Mute (Wells B-6 and H 10), the rate of flooding is relatively slow, occurring <br />over a period of 5 to 10 years as illustrated by Figures 2.04.7-175, Water Level Hydrograph , Somerset <br />Mine - B Coal Seam (Well B-6), and 2.04.7-F6, Water Level Hydrograph , Somerset Mine - B Coal <br />Seam (Well H-10). Curiously, beginning in October 1999, both wells showed no measurable water <br />level. The D2B water transfer well located in the Elk Creek drainage (TR 47) indicated a water table at <br />the 6044' elevation. Flooding of the abandoned workings had been neither complete nor uniform, as <br />evidenced by differences in equilibrium water level elevations between the referenced monitoring <br />wells (Well B-6 at elevation 6,050' and Well H-10 at elevation 6,068). <br />The water level in the abandoned Somerset Mine B-Seam workings have stabilized at an elevation well <br />below any of the mine openings (-6090') and there has been no mine water discharge from the <br />Somerset Mine nor is there expected to be any in the future. <br />Some of the mine water which may potentially be stored in the upper mine workings (Hawk's Nest <br />and Oliver Mines - D and E seams) may be drained by mining and related subsidence in the B and C <br />seams by the Sanborn Creek Mine. Potential mine water inflows and drainage and the proposed <br />related control and mitigation measures, are addressed by a detailed report titled, "Water <br />Communication Potential From Overlying Workings at the Sanborn Creek Mine" (Abel, 1992), <br />included in Exhibit 2.04-E4, Hydrologic Information. <br />During active miring operations, minimal mine water inflows and operational water collected from <br />dust control over spray, motor cooling, etc will also be collected and routed to underground sumps. . <br />To the extent possible, water which collects in the sumps will be utilized to meet operational mine <br />water needs for dust control and other purposes. Any excess mine water will be treated, if necessary, <br />to meet applicable effluent standards and discharged to surface drainages or transferred via water <br />transfer boreholes (D2B and Hubbard Fan) to the underlying abandoned B/C seam workings. <br />Generally, following completion of mining, it is anticipated that ground water inflows to the mine <br />workings will continue until equilibrium is established between inflows, any discharge or ground water <br />recharge, and the associated perched water table(s). <br />Ground Water Quality - Ground water quality for the mine and adjacent areas is highly variable <br />dependent on the recharge source, flow path, strata with which the water comes in contact, and <br />discharge mechanism Generally, water quality for alluvial/colluvial ground water is very similar to <br />the surface water quality of the associated surface water source due to close surface and ground water <br />interaction and limited residence time. <br />Water quality for most shallow perched ground water sources <br />TR-51 2.04-37 Revised July2005
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