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2025-04-08_REPORT - M1988112
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2025-04-08_REPORT - M1988112
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Entry Properties
Last modified
4/8/2025 11:00:35 PM
Creation date
4/8/2025 3:02:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Report
Doc Date
4/8/2025
Doc Name
Monthly Report
From
Battle Mountain Resources, Inc
To
DRMS
Annual Report Year
2025
Report Quarter_Month
Mar
Email Name
LJW
THM
Media Type
D
Archive
No
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RECEIVED <br /> Bathe Mountain Resources,Inc. APR 0 8 2025 <br /> San Luis Project <br /> P.O. Box 310 Colorado Division of Reclamation, <br /> San Luis,Colorado 8 1 1 52-03 10 Mining and Saftey <br /> (719)379-0798 <br /> April 3,2025 <br /> Mr. 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 2025 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 2025. 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 /> The six lysimeters which are a part of the Lined Tailing Facility (LTF) leak detection system were <br /> inspected and verified for proper vacuum and operation. As shown in Table 1, there was no pore space <br /> water found to be present in any of the six lysimeter collection pans, therefore, no sampling or laboratory <br /> analysis was required. <br /> Table 1 —Monthly Lysimeter Monitoring <br /> L ysimeter Identification Observation Date Depth to Water feet <br /> LS 1 R2 3/31/2025 DRY <br /> LS2R2 3/31/2025 DRY <br /> LS3R 3/31/2025 DRY <br /> LD1R2 3/31/2025 DRY <br /> LD2R2 3/31/2025 DRY <br /> 1,1)3R 3/31/2025 D R Y <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 12 inches of water. <br />
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