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2013-10-28_REPORT - C1981012
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2013-10-28_REPORT - C1981012
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Last modified
8/24/2016 5:34:32 PM
Creation date
10/28/2013 1:33:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
REPORT
Doc Date
10/28/2013
Doc Name
2012 Annual Hydrology Monitoring Report
From
New Elk Coal Company
To
DRMS
Annual Report Year
2012
Permit Index Doc Type
Hydrology Report
Email Name
LDS
SB1
Media Type
D
Archive
No
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October 2012 Page 1 -9 <br />1. 2.5 New Elk Mine Water Levels <br />NEW -1: This sample station, the West Portal shaft of the New Elk Mine, was established <br />to monitor the recovery (flooding) and quality of water of the sealed New Elk Mine. <br />Reclamation work has resulted in the loss of this station. <br />NEW -2: This sample station, the East Portal shaft of the New Elk Mine, was established <br />to monitor the water levels and water quality in the New Elk Mine. Data collected at this station <br />are presented in Table B -7. <br />NEW -3: A dip sample from the Apache Canyon shaft, used to assess the rate of flooding <br />and the quality of water in the New Elk Mine workings following sealing (see Table B -8). <br />NEW -4: This sample station, a well, located down dip a sufficient distance from the <br />portals to reach a known flooded portion of the New Elk Mine (near the conveyor belt), was <br />established to monitor the water levels and water quality. Data collected at this station (annual <br />minimum, maximum, mean) for 1995 through 2012 are presented in Table B -9. <br />1.2.6 Refuse Disposal Area Piezometers <br />TH -201: Station TH -201, a piezometer, installed on the lowest bench of the Refuse <br />Disposal Area fill (Bench 1) to determine the level of piezometric surface within the <br />embankment. <br />TH -202: Station TH -202, a piezometer, installed in the Refuse Disposal Area (Bench 2) <br />to determine the level of the piezometric surface within the embankment. <br />TH -203: Station TH -203, a piezometer, installed in the Refuse Disposal Area (Bench 3) <br />to determine the level of the piezometric surface within the embankment. <br />This information is to be used in analyses of embankment stability of the Refuse Disposal <br />Area landfill. Measurements (annual minimum, maximum, mean) for 1994 through 2011 are <br />presented in Table B -10. <br />1.2.7 Bedrock Wells <br />NE -1 -10 is located on the south side of Purgatoire River. The well is completed from <br />403.5' to 441.8' in the Allen coal seam and is designed to monitor water level and water quality. <br />NE -6 -10a is located in Santisteven Canyon. The well is completed from 712.6' to 7497 <br />in the Apache coal seam and is designed to monitor water level and water quality. <br />NE -6 -10b is located in Santisteven Canyon. The well is competed from 419.5' to 448.3' <br />in the Blue coal seam and is designed to monitor water level and water quality. <br />NM -21, a well located between Snake and Gold Canyons, was established to monitor the <br />level of water in the Maxwell coal seam <br />
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