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

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Figure 18-4 Mine Layout<br />

Some of <strong>the</strong> key elevati<strong>on</strong>s for mining and facilities are outlined below:<br />

• Elevati<strong>on</strong> of <strong>the</strong> floor of lowest stoping level: 60 m RL<br />

• Elevati<strong>on</strong> of <strong>the</strong> floor of crushing level: 20 m RL<br />

• Elevati<strong>on</strong> of end of c<strong>on</strong>veyor (surface) 266 m RL<br />

• Surface elevati<strong>on</strong> at c<strong>on</strong>veyor discharge: 256 m RL<br />

• Vertical separati<strong>on</strong> between bottom of c<strong>on</strong>veyor and top of c<strong>on</strong>veyor = 266 – 20 = 246 m<br />

• C<strong>on</strong>veyor length required to elevate 246 m at 15% = 1,658 m<br />

The c<strong>on</strong>veyor is planned to be a 76.2 cm wide c<strong>on</strong>veyor belt to handle 100 tph of -15 mm<br />

crushed rock. The c<strong>on</strong>veyor will have two segments with an underground transfer point. The<br />

c<strong>on</strong>veyor lengths will be increased with space at <strong>the</strong> tail pulley and a take up for each belt.<br />

At <strong>the</strong> transfer point a vehicle bypass is proposed so that vehicles have a corner to negotiate<br />

and do not need to navigate a hairpin turn.<br />

Technical Report 43-101 – March 13, 2011 Page 18-8<br />

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

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