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2022-12-12_HYDROLOGY - M1988112
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2022-12-12_HYDROLOGY - M1988112
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Last modified
12/13/2022 8:30:06 PM
Creation date
12/13/2022 7:59:45 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Hydrology
Doc Date
12/12/2022
Doc Name
Water Level Monitoring
From
Battle Mountain Resources, Inc
To
DRMS
Annual Report Year
2022
Report Quarter_Month
Nov
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 /> RECEIVED <br /> December 7, 2022 <br /> �.)LC 12 2022 <br /> DIVISIOING OV D Mr. Lucas J. West MIN AND S MTY <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 /> November 2022 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 November 2022. Surface and groundwater monitoring <br /> and 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 inspected <br /> and verified for proper vacuum and operation. As shown in Table 1, there was no pore space water found <br /> to be present in any of the six lysimeter collection pans,therefore, no sampling or laboratory analysis was <br /> required. <br /> Table 1 —Monthly Lysimeter Monitoring <br /> L simeter Identification Observation Date Depth to Water feet <br /> LS1 R2 11/30/2022 DRY <br /> LS2R2 11/30/2022 DRY <br /> LS3R 11/30/2022 DRY <br /> LD IR2 11/30/2022 DRY <br /> LD2R2 11/30/2022 DRY <br /> LD3R 11/30/2022 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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