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REP10930
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REP10930
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Entry Properties
Last modified
8/24/2016 11:40:18 PM
Creation date
11/27/2007 12:33:15 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Report
Doc Date
3/25/1996
Doc Name
NOTICE OF INTENT TO CONTINUE MINING OPERATIONS 112 D DMO ANNUAL REPORT
Permit Index Doc Type
ANNUAL FEE / REPORT
Media Type
D
Archive
No
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Areas of Disturbance <br />The following is a summary of the areas of disturbance at the San Luis Project: <br />Permitted Actual Under Reclamation <br />Area Disturbance Disturbance Reclamation done 1995 <br />East Pit 20 acres 20 acres 20 acres <br />West Pit 110 100 34 <br />Waste Rock A 0 0 0 <br />Waste Rock B 18 18 10 <br />Waste Rock C 30 28 28 <br />Waste Rock D 42 42 42 <br />South Waste Rock 50 35 15 <br />Mill Area 26 26 4 <br />ESI Heap 8 8 8 <br />Test Heap 10 10 0 <br />Borrow Area 11 10 0 <br />Roads 30 20 0 <br />Tailings Area 192 192 10 <br /> <br />Total Area 547 acres 509 acres 171 acres <br />Reclamation done in 1995 consisted of backfilling the West Pit, topsoiling and seeding benches in <br />the West Pit ahd seeding the new embankment raise. <br />Site Monitoring and Reporting <br />Quarterly water sampling in accordance with TR-06 QA/OC, took place in January, <br />April, July, and October. Analysis reports were submitted to DMG upon receiF~t from the <br />analytical lab. <br />Bi-weekly, in accordance with NOV abatement requirement No. 3, and Weekly water <br />sampling and water level reading frequency continued throughout the year. P.nalysis <br />reports have been submitted to DMG upon receipt from the analytical lab. Evaluation of <br />the analytical results indicate that water quality has not been influenced by the mining <br />operation. <br />Lysimeters have been checked biweekly in accordance with TR-O6 QA/QC, throughout the <br />year and have remained dry. <br />Sampling of the San Luis City Well and The Shalom Ranch well occurred in January and <br />July and results have been forwarded to the applicable parties. <br />The underdrain at the base of the tailings embankment was monitored month y for rate of <br />seepage. The underdrain continually flowed at an average of 40 gpm. (See fable ~). <br />2 <br />
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