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2021-06-14_REVISION - M2012032 (3)
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2021-06-14_REVISION - M2012032 (3)
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Entry Properties
Last modified
1/26/2025 6:33:30 AM
Creation date
6/15/2021 6:50:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2012032
IBM Index Class Name
REVISION
Doc Date
6/14/2021
Doc Name
Decision Date Extension Request
From
Ouray Silver Mines, Inc.
To
DRMS
Type & Sequence
TR12
Email Name
LJW
ACY
Media Type
D
Archive
No
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Ouray Silver Mines Inc. <br /> Technical Revision 15 May 24, 2021 <br /> room area, it will flow to a sump,where it will be pumped back to the 18,000 gallon process <br /> water tank or reagent mixing tanks depending on the material spilled. <br /> The maximum amount of chemicals to be on site at any one time are listed in Table 2. Reagents <br /> are stored in the reagent room located on the east side of the mill filter building except the lime <br /> day tank of 9200 gallons. Chemical SDS sheets for the chemicals above have been included in <br /> Appendix 2, which was included as part of TR-14. <br /> The mill filter building houses two large 18,000 gallon tanks; one is for tailings slurry and the <br /> other is for process water. The area where these tanks are housed was used as a reagent room by <br /> previous operators and the environmental controls have remained the same. The 18,000 gallon <br /> tanks sit on a 6"concrete slab with a sump and vertical curbs that was coated with an epoxy for <br /> secondary containment. There is an additional protection against spills leaving the mill filter <br /> building area,which is a concrete apron of 78 feet long and 9-10 feet wide. The thickness of the <br /> reinforced concrete is 6 inches. A swale was formed in this concrete which is 6"to 8"deep and <br /> leads to a sump on the east side of the building. A level-controlled pump of 300 gpm capacity <br /> has been installed in this sump to automatically pump any liquids or slurry back to the thickener <br /> or 18,000 gallon slurry tank. The apron captures leakage from the garage door as well as the 2 <br /> doors where the fine tailings are dropped from the filter presses into the two filter cake bays. <br /> This concrete apron was approved as part of TR-05. <br /> In the mill area,portable spill kits have been placed, which can be used to clean up spills in the <br /> area. Employees assigned to the mill are trained in Standard Operating Procedures(SDP's) <br /> which address inspection of pumps,piping, chemical containers and the epoxied berm for leaks, <br /> cracks or other malfunctions. They area also trained in the use of the spill kit and reporting <br /> procedures. <br /> 7 Tailing Chemistry and Water Quality at the Tailings Storage Facilities <br /> Tailings from the milling process have a size range from approximately 100 mesh to below 200 <br /> mesh. After the metal sulfides are extracted in the flotation cells,the tailings slurry is then <br /> pumped to the thickener across the bridge where a large portion of the water is extracted. The <br /> remaining slurry is then pumped back to the 18,000 gallon tailings tank in the filter building, <br /> where it is then pumped to the filter presses where remaining water is squeezed out,and the <br /> tailings drop into either one of two filter cake bays,which are separated by a concrete wall. A <br /> backhoe or small loader is used to enter the filter bays and load them into trucks which haul the <br /> tailings to either the Revenue Tailing Storage Facility(immediately west of the mine portal)or <br /> the Atlas Tailing Storage Facility,which is on the west side of Atlas Creek and is currently being <br /> constructed. The trucks must utilize County Road 26 to reach the Atlas Tailing Storage Facility. <br /> Prior to removal from the filter bays,tailings will be checked to see if they have the proper <br /> moisture content to allow compaction in the piles. <br /> In 2015„ samples of the tailings were sent to CTL Thompson in Denver for gradation, <br /> moisture/compaction, as well as triaxial shear and cohesion. The results of the tests are provided <br /> in Appendix 3. Using these parameters, slope stability tests were performed which confirm that <br /> Page 11 of 12 <br />
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