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REP13414
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REP13414
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Entry Properties
Last modified
8/24/2016 11:43:43 PM
Creation date
11/27/2007 1:12:02 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
Report
Doc Date
3/3/2003
Doc Name
2002 Annual Hydrology Report
From
Peak Project Management LLC
To
DMG
Annual Report Year
2002
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
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PAW-8: This station was installed and monitoring began in 1994 to monitor the <br />effects of the Refuse Disposal Area at the New Elk Mine on Purgatoire River alluvial <br />groundwater. The well is located on the north river bank. Data collected (annual <br />minimum, maximum, mean) collected from 1994 to date are presented in Table B-5. <br />PAW -9: This station was installed and monitoring began in 1994 to monitor <br />the overall effects of the New Elk activities on alluvial groundwater. This well is <br />located on the south bank of the river near PRS-4. Data collected (annual <br />minimum, maximum, mean) collected from 1994 to date are presented in Table <br />B-6. <br />New Elk Mine Water Levels <br />NEW -1: This sample station, the west portal shaft of the New Elk Mine, was <br />established to monitor the recovery (flooding} and quality of water of the sealed New Elk <br />Mine. Reclamation work has resulted in the loss of this station. <br />NEW-2: This sample station, the east portal shaft of the New EIk Mine, was <br />established to monitor the recovery (flooding} and quality of water of the sealed New Elk <br />Mine. Data collected at this station are presented in Table B-9. <br />NEW-3: A dip sample from the Apache Canyon shag, used to assess the rate of <br />flooding and the quality of water in the New EIk mine workings following sealing (see B- <br />10). <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 sealed New Elk Mine (near the conveyor <br />belt), was established to monitor the recovery (flooding) and quality of water. Data <br />collected at this station (annual minimum, maximum, mean) for 1994 through 2001 are <br />presented in Table B-11. <br />Refuse Disposal Area Piezometers <br />TH-201; Station TH-201, a piezometer, was installed on the lowest bench of the <br />Refuse Disposal Area fill (Bench 1) to determine the level of the piezometric surface <br />within the embankment. <br />TH-202: Station TH-202, a piezometer, was installed in the Refuse Disposal Area <br />(Bench 2) to determine the level of the piezometric surface within the embankment. <br />TH-203: Station TH-203, a piezometer, was installed in the Refuse Disposal Area <br />(Bench 3) 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 />land fill. Measurements (annual minimum, maximum, mean) for 1994 through 2001 are <br />presented in Table B-12. <br />(• ~ <br />LJ <br />IO <br />
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