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Pulacayo Project Feasibility Study - Apogee Silver

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<strong>Pulacayo</strong> 1 000 t/d Phase I <strong>Feasibility</strong> <strong>Study</strong> - NI 43-101 Technical Report<br />

090644-3-0000-20-IFI-100<br />

pumps, piping and electrical systems are included in the paste plant and discussed in that section<br />

of this report as well as the related costs reported in those cost areas. The tailings production by<br />

year and the distribution between underground backfilling and discharge to the TSF are<br />

summarized in Table 18.1. The allowance for underground disposal has used a series of<br />

conservative assumptions and, as such, the quantity going to the TSF (and the resulting size of<br />

the TSF) should be somewhat overstated. This approach ensures that there will always be<br />

adequate TSF capacity and that the TSF operating cost estimates are conservative. On the other<br />

hand, the basin has ample room for more tailings should additional capacity be needed.<br />

Table 18.1: Tailings to the TSF by Year<br />

Year<br />

Annual Production<br />

(x1,000 t)<br />

Cumulative Production<br />

(x1,000 t)<br />

1 0 0<br />

2 43 43<br />

3 56 99<br />

4 30 129<br />

5 118 247<br />

6 152 400<br />

7 144 543<br />

8 49 593<br />

9 42 635<br />

10 90 725<br />

11 81 806<br />

12 360 1,166<br />

13 180 1,346<br />

18.9.2 TSF Design Concepts<br />

The TSF will be developed by first constructing four small starter dikes, one upstream of the other<br />

and within the same drainage. Construction of the starter facility will start before commissioning<br />

of the paste plant, and will continue concurrently with the paste plant during Year 1. This is to<br />

allow placement of cement-treated tailings along the valley floor to seal the basin. The facility will<br />

be expanded annually during the dry season by raising two dikes each year by 4 m. Below the<br />

first dike (Dike 1) will be a small emergency pond and monitoring ports for the subdrain system.<br />

The emergency pond is to manage surface waters that enter the TSF and has a working capacity<br />

of 1,750 m 3 . The subdrain monitoring ports are to collect the discharge from the subdrains (to<br />

allow testing and return to the TSF or emergency pond, as needed) with a working capacity of 15<br />

m3 Figure 18.2 shows the ultimate general arrangement of the facility.<br />

The tailings handling circuit, from the discharge of the paste plant to the TSF, will have the<br />

following equipment:<br />

TWP Sudamérica S.A. Av. Encalada 1257 Of. 801, Santiago de Surco Lima 33, Perú (51-1) 4377473<br />

Page 190

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