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2018-08-14_HYDROLOGY - M1988112
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2018-08-14_HYDROLOGY - M1988112
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Last modified
3/16/2022 8:08:57 AM
Creation date
8/14/2018 10:13:38 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Hydrology
Doc Date
8/14/2018
From
Battle Mountain Resources, Inc
To
DRMS
Annual Report Year
2018
Report Quarter_Month
Jul
Email Name
LJW
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 81152-0310 <br />(719) 379-0798 <br />August 10, 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 />July 2018 Monthly Report <br />Dear Mr. West: <br />Vt,ecF O <br />14 10b <br />eclsm§l l®fi, <br />pivisM 0 8, SAW <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 July 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 />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 <br />Observation Date <br />Depth to Water feet <br />LS1R <br />07/31/2018 <br />DRY <br />LS2R2 <br />07/31/2018 <br />DRY <br />LS3 <br />07/31/2018 <br />DRY <br />LD1R <br />07/31/2018 <br />DRY <br />LD2R2 <br />07/31/2018 <br />DRY <br />LD3 <br />07/31/2018 <br />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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