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2017-04-05_GENERAL DOCUMENTS - C1982057
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2017-04-05_GENERAL DOCUMENTS - C1982057
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Last modified
4/10/2017 10:14:52 AM
Creation date
4/10/2017 10:12:09 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
General Documents
Doc Date
4/5/2017
Doc Name Note
Includes Reclamation Cost Estimate
Doc Name
Proposed Decision and Findings of Compliance
From
Seneca Property LLC
To
DRMS
Permit Index Doc Type
Findings
Email Name
JDM
JHB
Media Type
D
Archive
No
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Eventually, springs and seeps will emanate from the topographically lowest points <br />of the reclaimed pits. These waters will be characterized by high levels of iron, <br />manganese, total dissolved solids, and possibly boron. Unless this water is <br />intercepted by holding ponds, it will add flow to the unnamed drainage directly <br />below the mining area and eventually to Hubberson Gulch and Dry Creek. This flow <br />may be expressed as surface flow, or as an increased (elevated) water table, <br />dependent upon local conditions. It is projected that the concentrations of these <br />parameters will decrease with time as the readily dissolvable elements are leached <br />until an equilibrium level is reached. Further discussion of this is found under the <br />Surface Water Effects of the Probable Hydrologic Consequences section. <br />Ground Water Effects (South Extension Area Addendum) <br />Probable hydrologic consequences to the ground water regime as a result of mining <br />the Wadge, Sage Creek and Wolf Creek coal seams within the south extension area <br />have been assessed. Localized effects to the hydrologic system will include: <br />1) The drawdown of ground water, due to pit dewatering. For the Wadge ground <br />water system, the largest estimated radial distance will occur in the overburden <br />aquifer, where a one -foot drawdown is predicted to occur approximately 151 <br />feet from the mined area after one year of pit inflow and approximately 285 feet <br />from the area after four years of inflow. For the Sage Creek/Wolf Creek <br />systems, the estimated drawdown in the overburden is predicted to occur <br />approximately 333 feet from the mined area after one year of pit inflow and <br />approximately 1,441 feet from the area in year 2011. No pre-existing water <br />sources with registered water rights including water wells were identified in the <br />south extension area. The maximum radius of influence for one foot of <br />drawdown over the predicted life of mine for the south extension area will not <br />extend beyond the permit area boundary. Because drawdown will be limited to <br />areas within the permit boundary, there is no anticipated impact to adjacent <br />water users due to drawdown. <br />2) The establishment of a relatively unconfined aquifer of poor quality in the <br />backfilled pits. Spoil discharge may increase the TDS of the overburden ground <br />water system by as much as 261 % (Wolf Creek overburden) and the coal ground <br />water system by as much as 238% (Wadge Coal). With respect to both the <br />overburden and coal seam ground water systems, elevated levels of TDS and <br />individual constituents will be localized. The impact of localized water quality <br />degradation in the coal and overburden aquifers is minimal, given that the <br />aquifers do not yield volumes sufficient for irrigation purposes, baseline ground <br />water quality in these systems is marginal to unsuitable for stock watering <br />and/or irrigation, and there are no wells completed in the overburden or coal <br />units in the mine vicinity. <br />23 <br />
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