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2019-04-16_HYDROLOGY - M1988112
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2019-04-16_HYDROLOGY - M1988112
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Last modified
12/18/2024 6:25:33 AM
Creation date
4/16/2019 11:30:50 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
HYDROLOGY
Doc Date
4/16/2019
Doc Name
Water Monitoring - Groundwater and Surface Water
From
Battle Mountain
To
DRMS
Annual Report Year
2019
Report Quarter_Month
Mar
Email Name
LJW
Media Type
D
Archive
No
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RECEIVED <br /> Battle Mountain Resources,Inc. APR 16 2019 <br /> San Luis Project <br /> P.O. Box 310 DIVISION OF RECLAMATION <br /> San Luis, Colorado 81152-0310 MININGAND SAFETY <br /> (719)379-0798 <br /> April 9, 2019 <br /> Lucas J. West <br /> State of Colorado <br /> Colorado Department of Reclamation, Mining, & Safety <br /> 1313 Sherman Street, Room 215 <br /> Denver, CO 80203 <br /> Re: Battle Mountain Resources,Inc. <br /> San Luis Project-M-88-112 <br /> March 2019 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 March 2019. 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 /> TailinE Facility/Leak Detection System <br /> In March 2019,the six lysimeters which are a part of the Lined Tailing Facility(LTF)leak detection system <br /> were inspected and verified for proper vacuum and operation. As shown in Table 1, there was no pore <br /> 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 I—Monthly Lysimeter Monitoring <br /> L simeter Identification Observation Date Depth to Water feet <br /> LS1R2 03/31/2019 DRY <br /> LS2R2 03/31/2019 DRY <br /> LS3 03/31/2019 DRY <br /> LD1R2 03/31/2019 DRY <br /> LD2R2 03/31/2019 DRY <br /> LD3 03/31/2019 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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