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2014-07-11_REPORT - C1980007
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2014-07-11_REPORT - C1980007
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Last modified
3/29/2017 12:50:52 PM
Creation date
7/11/2014 2:55:15 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
7/11/2014
From
Hydro Geo, Inc
To
DRMS
Annual Report Year
2013
Permit Index Doc Type
Hydrology Report
Email Name
JRS
DIH
Media Type
D
Archive
No
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West Elk Mine 2013 Annual Hydrology Report 53 <br />elevated sulfate concentration of 104 mg /L compared to the baseline maximum of 71 <br />mg/L. <br />MCC will continue to monitor the water quality of these springs to in order to discern any <br />changes in water quality trends. <br />5.2.2 Impacts to Spring and Seep Water Quantity <br />Routine (post - baseline) monitoring of spring and seep flow is conducted three times per <br />year, corresponding with rising limb, peak flow, and low flow periods. As a result, <br />spring and seep flows may be highly variable from year to year. However, subsidence <br />associated with coal mining can reduce or eliminate spring flows, or alter spring locations <br />due to stratigraphic changes. <br />The spring flow hydrographs are presented in Appendix D. In general, spring and seep <br />flows in WY 2013 were near to or lower than historical averages, due to a below average <br />winter snowpack (SWE) (Figures 4 and 5). In WY 2013, spring and seep flows were <br />near the historical averages at the following sites: Springs 24 -3, 13 -1, 13 -2, 13 -4, 26 -1, <br />G -7, G -24, G -14, G -22, 11 -2, CR -12, G -28A, G -35, 35 -3, Deer Creek Spring, J2, Deep <br />Creek Trail Spring, and 96 -2 -2 Area Spring. Spring flows in WY 2013 were lower than <br />historical averages at the following sites: Springs 13 -3, 27 -1, G -16, 10 -1, G -25, G -49, J- <br />4, and WCC -24. Springs G -1 a, G -20, G -26A and G -30 have been continuously dry or <br />damp at the time of monitoring for multiple years including WY 2013 and may have been <br />impacted by mining. <br />Flows at spring 27 -1 have been decreasing steadily since WY 2008, in spite of snowpack <br />and precipitation trends, and this trend has most likely been caused by the deterioration <br />and collapse of the discharge pipe. <br />In the spring and summer of 2011, Spring J -7 was flowing and a new spring located <br />several hundred feet east of J -7 was also flowing. It appears the some of the flow from <br />Spring J -7 had migrated. In WYs 2012 and 2013 the original and new J -7 sites were both <br />dry during all three monitoring rounds. The Spring J -7 migration (WY 2011) and <br />subsequent cessation of flows (WYs 2012 and 2013) appear to be the result of recent <br />mining activities in the Dry Fork drainage area. Flows at Spring J -7 are expected to <br />recover after mining has moved through the Dry Fork drainage area. <br />5.3 Stock Ponds and USFS Water Resources <br />Numerous stock ponds and USFS water resources are located in the permit area. The <br />USFS water resource sites are summarized in Table 9 and shown on Map 37 in the Mine <br />Permit document. There are no reported water losses or mining related water quality <br />issues at any of these locations through WY 2013 and none are expected in the future <br />(MCC, 2014). <br />5.4 Groundwater <br />In WY 2013, MCC's groundwater monitoring program included 14 monitoring wells <br />throughout the permit and lease areas. This number does not include 14 wells that have <br />casings which were irreparably damaged, blocked, or have collapsed in prior years (Table <br />6). Field water quality and the depth to water are recorded three times annually, <br />June 2014 HydroGeo, Inc. <br />
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