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2019-01-16_HYDROLOGY - M1988112
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2019-01-16_HYDROLOGY - M1988112
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Last modified
12/19/2024 4:35:54 AM
Creation date
1/16/2019 12:01:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
HYDROLOGY
Doc Date
1/16/2019
Doc Name
Water Monitoring - Groundwater
From
Battle Mountain
To
DRMS
Annual Report Year
2018
Report Quarter_Month
Dec
Email Name
LJW
Media Type
D
Archive
No
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Battle Mountain Resources,Inc. <br /> San Luis Project <br /> P.O. Box 310 <br /> San Luis, Colorado 81152-0310 <br /> (719)379-0798 <br /> January 9,2019 <br /> ---*4r. Lucas J. West BAN 1 ZQ 19 <br /> State of Colorado D Si() RECLAMATION <br /> Colorado Department of Reclamation,Mining, &Safety NEC <br /> 1313 Sherman Street,Room 215 NING AND UFEri N <br /> Denver, CO 80203 <br /> Re: Battle Mountain Resources,Inc. <br /> San Luis Project-M-88-112 <br /> December 2018 Monthly Report <br /> Dear Mr. West: <br /> The following summarizes monitoring and site activities at the Battle Mountain Resources Inc. (BMRI) <br /> "San Luis Project"(M-88-112)for the month of December 2018. Surface and groundwater monitoring and <br /> analysis were completed for all the required sites during the month as specified in the TR-32 Quality <br /> Assurance and Quality Control(QA/QC)Plan. <br /> Tailing Facility/Leak Detection System <br /> In December 2018, the six lysimeters which are a part of the Lined Tailing Facility (LTF) leak detection <br /> system were inspected and verified for proper vacuum and operation. As shown in Table 1,there was no <br /> pore space water found to be present in any of the six lysimeter collection pans,therefore, no sampling or <br /> laboratory analysis was required. <br /> Table 1—Monthly Lysimeter Monitoring <br /> L simeter Identification Observation Date Depth to Water feet <br /> LS1R2 12/31/2018 DRY <br /> LS2R2 12/31/2018 DRY <br /> LS3 12/31/2018 DRY <br /> LD1R2 12/31/2018 DRY <br /> LD2R2 12/31/2018 DRY <br /> LD3 12/31/2018 DRY <br /> The ten piezometers located on the tailing impoundment main embankment were inspected and measured <br /> for depth to water. The depths to water found for each piezometer are shown in Table 2. All piezometers <br /> were either dry or contained less than twelve inches of water. <br />
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