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2014-01-31_REPORT - C1981018
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2014-01-31_REPORT - C1981018
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Last modified
8/24/2016 5:39:27 PM
Creation date
1/31/2014 10:55:39 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Report
Doc Date
1/31/2014
Doc Name
29th Annual Hydrology Report (October 2012 Through September 2013)
From
Blue Mountain Energy
To
DRMS
Annual Report Year
2013
Permit Index Doc Type
Hydrology Report
Email Name
ZTT
DIH
Media Type
D
Archive
No
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monitoring program was to determine if surface flow in Red Wash was being lost to bedrock <br />as the result of subsidence. <br />The monitoring data, analysis and conclusions reached were submitted to CMLRD in an <br />Interim Report, November 1987, and in the Third Annual Hydrology Report, January 1988. <br />The purpose of the monitoring program was met in that it was determined that surface flow <br />in Red Wash was not lost to bedrock as a result of subsidence. The major conclusions of <br />the study were: <br />• Recharge of the basal alluvium was from the upper sandstone facies (bedrock) <br />and not from infiltration of surface runoff. <br />• Subsidence cracks in Red Wash as the result of longwall mining were quickly <br />filled with clay and silt preventing loss of surface water flow to bedrock. <br />Longwall mining of panel 2 (LW -2) passed under Red Wash in September 1988. The <br />surface elevation subsided approximately 3.7 and 4.1 feet at RW -7 and RW -9 respectively. <br />Events in Red Wash over LW -2 were expected to occur in the same fashion as those seen <br />over LW -1. The subsidence trough was developed and any subsequent flow in Red Wash <br />was expected to form a pond. The pond would trap sediments carried in the flow(s) until <br />full, at which time flow in Red Wash would likely resume flowing in a relatively narrow active <br />channel. <br />The conclusions noted above were further confirmed during 1989. On July 29, 1989 a large <br />flow event occurred in Red Wash. The subsidence trough over LW -2 filled with water. The <br />trough over LW -1 also filled, but to a lesser depth as it had filled with sediment in the past. <br />Water level measurements were taken in the monitoring holes while standing water <br />surrounded them. Readings had been taken only 18 days before. Even though the holes <br />were surrounded by standing water (approximately 3 and 4 feet deep at RW -7 and RW -9 <br />respectively) the alluvial water depths had still decreased. <br />Although the purpose of the monitoring program was met, BME continued to monitor the <br />Red Wash alluvial holes until water year 1996 -1997. The latest monitoring results are <br />reported in Appendix F and hydrographs for each monitoring hole are presented in <br />Appendix G of the Thirteenth Annual Hydrology Report. <br />13 <br />
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