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2012-01-30_REPORT - C1981018 (2)
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2012-01-30_REPORT - C1981018 (2)
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Last modified
8/24/2016 4:48:06 PM
Creation date
1/31/2012 10:29:07 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
REPORT
Doc Date
1/30/2012
Doc Name
27th Annual Hydrology Report (October 2010 Through September 2011)
From
Blue Mountain Energy
To
DRMS
Annual Report Year
2011
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
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Qa1-5 hydrograph shows a significant increase in the alluvial water level of the White River <br />since the second half of 1985. This rise was due to the filling of Kenney Reservoir. Since <br />that time, fluctuations reflect the seasonal rise and fall of the reservoir level. <br />2.2.1.2 Alluvial Water Quality Data The water quality data for Qa1-5 is contained in <br />Appendix E. The statistical summary of the data is also contained in Appendix E. The fifth <br />annual hydrology report noted that the general increase in the average TDS that started <br />when Kenney Reservoir was filled was beginning to slow down. There has been a <br />generally decreasing trend since 1992. Based on the data collected during the past water <br />year, the TDS value was 2520 mg /I. This compares to values for the previous two reporting <br />period of 2530 mg /I and 2360 mg /I indicating that the TDS level has stabilized. A graph <br />showing the magnesium, chloride and TDS levels for Qa1-5 is also included in Appendix E. <br />The water quality of the White River is considerably better than that in the alluvium <br />indicating that permeability in the alluvium is restricted resulting in a relatively low degree of <br />communication between the river water and the water in the alluvium. The existence of <br />Kenney Reservoir decreases the groundwater gradient that may inhibit the natural tendency <br />for the alluvium to flush itself of the higher dissolved solids content. The potential effects, <br />therefore, were projected that the dissolved solids of the White River alluvium in the vicinity <br />of Scullion Gulch would increase initially as prior unsaturated zones become saturated. <br />TDS would then gradually decrease with time to near or slightly above baseline conditions <br />as these zones are slowly flushed of their salts. <br />2.2.1.3 Bedrock Water Level Data Hydrographs for the nineteen (19) bedrock <br />monitoring holes are contained in Appendix D. The locations of the holes are shown on <br />Plate 1 in the pocket of this report. As noted in the original Deserado Mine permit <br />application, the three zones being monitored (upper sandstone facies, siltstone and coal <br />facies, and the lower sandstone) identify three different stratigraphic zones which lack the <br />characteristics of an aquifer. The strata are too tight with little yield as demonstrated by <br />pumping tests. <br />The "upper sandstone facies" holes are designated by a name ending in "U ". <br />There are three upper facies holes with water (22 -3U, 29 -4U and 33 -8U). 22 -3U is a <br />newer hole constructed in the fourth quarter of 2005 for baseline and monitoring purposes <br />of future mining activities. Water levels in this well appeared stable over the past year <br />with an indicated rise of only 0.2 feet. Data for this well and other wells are shown in <br />Appendix C. <br />5 <br />
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