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2025-05-07_HYDROLOGY - M1988112
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2025-05-07_HYDROLOGY - M1988112
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Last modified
5/7/2025 10:49:37 PM
Creation date
5/7/2025 2:35:12 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Hydrology
Doc Date
5/7/2025
Doc Name
Monthly Report
From
Battle Mountain Resources, Inc.
To
DRMS
Annual Report Year
2025
Report Quarter_Month
Apr
Email Name
LJW
THM
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 8 1 1 52-03 10 <br /> (719)379-0798 <br /> May 5,2025 RECEIVED <br /> MAY 0 7 2025 <br /> Mr. Lucas J. West Colorado Division or Recfamatio/r; <br /> State of Colorado Mining and Saftey <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 /> April 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 April 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 /> Tailing 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 simeter Identification Observation Date Depth to Water feet <br /> LSIR2 4/30/2025 DRY <br /> LS2112 4/30/2025 DRY <br /> LS3R 4/30/2025 DRY <br /> LDIR2 4/30/2025 DRY <br /> LD2R2 4/30/2025 1 DRY <br /> LD3R 4/30/2025 1 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 12 inches of water. <br />
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