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2011-08-08_REVISION - M1977493 (33)
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2011-08-08_REVISION - M1977493 (33)
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Last modified
8/24/2016 4:36:39 PM
Creation date
8/9/2011 7:39:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
REVISION
Doc Date
8/8/2011
Doc Name
EPP Submittal
From
Climax Molybdenum
To
DRMS
Type & Sequence
TR18
Media Type
D
Archive
No
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• <br />Technical Revision (TR -18) Climax Molybdenum Company <br />Environmental Protection Plan Permit No. M- 1977 -493 <br />history of the mine. The primary EPFs in the watershed are Robinson Lake (and dam), the Robinson <br />Lake Pump Station, and the associated seep collection and return systems below Robinson Lake. As <br />described in Section T- 5.2.2, the capacities of the collection and pumping systems in -place are more than <br />adequate to provide protection of water resources in the Eagle River Watershed. <br />Multiple improvements to the EPFs in the Eagle River Watershed have been made over the last 15 to 20 <br />years, and include: The installation of Tim's Pond and improvements to Warren's Pump Station to capture <br />the majority of seepage from 1 Dam and Tenmile Tunnel and pumping this water to the SDP before it <br />enters Robinson Lake; Upgrading the Robinson Lake Seepage Collection System including the <br />application of an impermeable coating on the upstream side of the cut -off wall and construction of a <br />collection pond upgradient of the wall to provide increased storage capacity. The effectiveness of the <br />system of EPFs in -place in the Eagle River Watershed is demonstrated by the improvements in water <br />quality observed at monitoring well EVMW. Additional water quality monitoring locations, as described in <br />the Water Quality Monitoring Plan (Appendix T -C) will further enhance the ability to identify and react to <br />potential adverse changes in water quality above Eagle Park Reservoir. <br />Robinson Lake functions as a process water and seepage containment, storage and return system. The <br />Robinson Lake Pump Station will return process waters directly to the process water tank for the mill. <br />Because the integrity of this collection and return system is essential to production of molybdenum <br />concentrates, close observation of its operation and maintenance of the systems is a priority. The <br />development of the Robinson Lake Operating Plan (Appendix T -D) is intended to provide additional <br />operational safeguards to prevent an overflow condition from Robinson Lake. <br />The 4 Dam and Robinson Dam seepage collection and pump systems will remain in place and fully <br />functional until such time as seepage from the dam meets water quality standards for this segment of the <br />Eagle River. <br />The 1 Dam EPF has been effective in controlling the release of tailing material from the TSF. The <br />regrading, capping, and reclamation of this dam (Section T- 5.2.2) have increased its present and future <br />effectiveness. <br />T - 5.4.3 Tenmile Creek Watershed <br />EPFs in the critical Tenmile Creek Watershed have been, and continue to be, extremely effective in <br />containing and controlling contaminants and preventing contaminant release into the environment. As the <br />EPFs essentially function in series from the top of the watershed, the effectiveness of the system is <br />increased through the redundancy or secondary containment afforded by this arrangement. Each EPF <br />serves as a protective layer for up- gradient EPFs. However, it must again be emphasized that the upper <br />Tenmile Creek Watershed has been significantly impacted by historic placer and lode mining, milling and <br />smelting activities, which peaked in the 1880s. Prior to construction of the Mayflower TSF and the <br />Interceptor System, impacted waters and significant loads of contaminated sediments from these non - <br />Climax historic operations entered Tenmile Creek and were transported downstream. <br />The Climax water treatment and discharge system, which treats large volumes of water, has an <br />exemplary track record. The treated discharge at Outfall 001 has met effluent limitations contained in the <br />permit and has passed Whole Effluent Toxicity (WET) tests. Unlike other more complex and technically <br />complicated water treatment processes, utilizing the first and second stage treatment processes of the <br />SDP and the TSFs for lime precipitation is a simple and effective means of treatment. The decant system <br />on the Mayflower TSF can be managed to increase retention time, thus allowing time to ensure treatment <br />process and control discharge. <br />The sulfuric acid tank is 120 percent contained within a series of sumps, and both primary and secondary <br />containment. The EPFs that control and contain the water treatment chemicals, as with the process <br />water and tailing circuit, have a proven track record for effectiveness at the Climax Mine. As discussed in <br />Section T- 5.3.2, water treatment chemicals have primary and secondary containment. <br />The ETDL generally has a good record for effectiveness. However, leaks have occurred in the past. <br />When these leaks have occurred, repairs to the line have been made promptly and as stated above, other <br />EPFs downgradient of the ETDL serve to contain water that may escape, preventing a release outside of <br />EPP: Revision R1 <br />T -28 July 2011 <br />
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