07.05.2015 Views

Pulacayo Project Feasibility Study - Apogee Silver

Pulacayo Project Feasibility Study - Apogee Silver

Pulacayo Project Feasibility Study - Apogee Silver

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

<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 />

remaining mineral reserves along Level Zero should continue to be extracted using shrinkage<br />

stoping.<br />

Long hole stoping, supported by a fleet of trackless equipment, is recommended for<br />

extracting the mineral reserves below Level Zero. Owing to the low strength of the rock mass,<br />

the stopes will require backfilling to ensure stability post ore extraction. The reasons for<br />

selecting this method instead of sub-level caving are listed below:<br />

<br />

<br />

<br />

<br />

The mining method allows for selective mining of high grade veins,<br />

The mining method will make use of process plant tailings in the backfill, thus<br />

minimizing the footprint of the tailings dam on surface and associated<br />

environmental liability,<br />

The use of cemented backfill is required for geotechnical stability. This will allow<br />

for maximum ore extraction without compromising on run-of-mine (ROM) grade<br />

while mining stopes adjacent to each other,<br />

Better control of dilution,<br />

<br />

A higher degree of flexibility in the mining sequence.<br />

Mining will be undertaken using a top down approach (i.e. access and infrastructure will be<br />

developed to the ore body as required). The main objective of using this approach will be to<br />

minimize capital expenditure in the early years of the operation.<br />

16.2 Mine Design and Layout<br />

16.2.1 Shrinkage Stoping<br />

The shrinkage stopes will have a design stoping height of 30 m and a stope length of 30 m.<br />

The stope width will depend on the thickness of the payable vein, which varies between 0.8<br />

m and 2 m. Figure 16.1 shows a typical layout of a shrinkage stope at <strong>Pulacayo</strong> mine.<br />

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

Page 145

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!