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technical report on the nechalacho deposit, thor lake project ...

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• To allow <strong>the</strong> observati<strong>on</strong>al approach to be utilized in <strong>the</strong> <strong>on</strong>going design, c<strong>on</strong>structi<strong>on</strong>,<br />

and operati<strong>on</strong> of <strong>the</strong> facility. The observati<strong>on</strong>al approach is a powerful technique that<br />

can deliver substantial cost savings and high level of safety. It also enhances<br />

knowledge and understanding of <strong>the</strong> site-specific c<strong>on</strong>diti<strong>on</strong>s. For this method to be<br />

applicable, <strong>the</strong> character of <strong>the</strong> <strong>project</strong> must be such that it can be altered during<br />

c<strong>on</strong>structi<strong>on</strong> (Peck, 1969).<br />

The c<strong>on</strong>structi<strong>on</strong> will be scheduled to ensure that <strong>the</strong>re is always sufficient storage capacity<br />

available in <strong>the</strong> facility to avoid overtopping. The embankment raising schedule provides<br />

sufficient freeboard to safely accommodate <strong>the</strong> supernatant p<strong>on</strong>d and Envir<strong>on</strong>mental Design<br />

Storm event, combined with wave run-up. A spillway is included to pass <strong>the</strong> Inflow Design<br />

Flood event.<br />

Opti<strong>on</strong>s Assessment<br />

A review of potential storage locati<strong>on</strong> opti<strong>on</strong>s was completed as part of 2009 studies. The<br />

review c<strong>on</strong>sidered slurry tailings disposal in seven different topographic basins within <strong>the</strong> Thor<br />

Lake <strong>project</strong> area as well as submarine tailings disposal in Thor, L<strong>on</strong>g and Elbow Lakes. The<br />

Ring and Buck Lake basin was selected as <strong>the</strong> preferred opti<strong>on</strong> based <strong>on</strong> an assessment of<br />

<str<strong>on</strong>g>technical</str<strong>on</strong>g>, envir<strong>on</strong>mental, ec<strong>on</strong>omic and socio-ec<strong>on</strong>omic factors.<br />

Design Basis<br />

The pre-feasibility level design of <strong>the</strong> Thor Lake TMF has been based <strong>on</strong> an approximate mine<br />

life of 15 years with a total ore reserve of approximately nine milli<strong>on</strong> t<strong>on</strong>nes. The average<br />

mining rate for <strong>the</strong> Nechalacho Deposit will begin at approximately 1,000 dry tpd and increase to<br />

2,000 dry tpd in year four of operati<strong>on</strong>s.<br />

Tailings and Water Management<br />

The tailings and water management strategy for <strong>the</strong> Thor Lake pre-feasibility design c<strong>on</strong>sists of<br />

a closed loop system to minimize impact to <strong>the</strong> natural hydrologic flows within <strong>the</strong> Thor Lake<br />

watershed area. All tailings solids and fluids as well as impacted water from <strong>the</strong> Process Plant<br />

will <str<strong>on</strong>g>report</str<strong>on</strong>g> to <strong>the</strong> Tailings Basin. The TMF design currently proposed includes a Polishing P<strong>on</strong>d,<br />

and excess water from <strong>the</strong> Tailings Basin will be treated (if necessary) and discharged from <strong>the</strong><br />

Polishing P<strong>on</strong>d to Drizzle Lake. Ultimately, all water from <strong>the</strong> TMF will return to Thor Lake via<br />

Drizzle and Murky Lakes. Fresh water for operati<strong>on</strong>s will be drawn from Thor Lake and reclaim<br />

water will be drawn from <strong>the</strong> Tailings Basin. The pre-feasibility water balance has assumed that<br />

<strong>the</strong> process water feed to <strong>the</strong> Process Plant will c<strong>on</strong>sist of 50% fresh water and 50% recycled<br />

water from <strong>the</strong> Tailings Basin<br />

Technical Report 43-101 – March 13, 2011 Page 18-43<br />

Prepared by Aval<strong>on</strong> Rare Metals Inc.

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