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2018-11-14_HYDROLOGY - M1988112
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2018-11-14_HYDROLOGY - M1988112
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Last modified
12/19/2024 4:11:19 AM
Creation date
11/14/2018 1:30:36 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Hydrology
Doc Date
11/14/2018
Doc Name
Water Level Monitoring
From
Battle Mountain
To
DRMS
Annual Report Year
2018
Report Quarter_Month
Oct
Email Name
LJW
Media Type
D
Archive
No
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Battle Mountain Resources,Inc. RECEIVED <br /> San Luis Project <br /> P.O. Box 310 NOV 14 <br /> San Luis, Colorado 81152-0310 2018 <br /> (719) 379-0798 <br /> DIVISION OF RECLAMATION <br /> MINING&SAFETY <br /> November 8,2018 <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 /> October 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 October 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 October 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 smeter'Identification Observation Date Depth to Water feet <br /> LS 1 R2 10/25/2018 DRY <br /> LS2R2 10/25/2018 DRY <br /> LS3 10/25/2018 DRY <br /> LD 1 R2 10/25/2018 DRY <br /> LD2R2 10/25/2018 DRY <br /> LD3 10/25/2018 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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