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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 />

Table 18.3: Precipitacion (mm)<br />

Month Average Maximum Minimum<br />

% of<br />

Annual<br />

January 78 271.6 3.1 39<br />

February 44.1 149.1 0 22<br />

March 28.1 137 0 14<br />

April 2.1 14.3 0 1<br />

May 1.3 9.6 0 1<br />

June 1.8 39 0 1<br />

July 0.3 13.2 0 0<br />

August 1.9 20.6 0 1<br />

September 2.5 25.4 0 1<br />

October 2.2 36.4 0 1<br />

November 5.7 45 0 3<br />

December 31.7 104.7 0 16<br />

Total 199.8 465.8 33.6 100<br />

Table 18.4: Evaporation (mm) at the TSF<br />

Month Average Maximum Minimum % of Annual<br />

January 163.9 223.5 107.5 10<br />

February 139.4 221.2 104.8 8<br />

March 148 190.6 99.1 9<br />

April 142.1 185.4 103.8 8<br />

May 102 128.7 74.8 6<br />

June 90.8 107.8 83.3 5<br />

July 85.1 104.6 63.8 5<br />

August 111.9 160.8 78.5 7<br />

September 148.5 206.3 90.4 9<br />

October 197.7 221.5 152.6 12<br />

November 185.2 232.8 127.1 11<br />

December 185.2 251.9 130 11<br />

Total 1700 2195.6 1355.2 100<br />

Surface run-off will be diverted away from the TSF by a series of three diversion ditches,<br />

identified as West, East and South. Because the drainage basin is very small (45 ha) and the<br />

peak storm events are small, the size of the ditches and the predicted peak flows are both<br />

modest. The ditches were designed to safely divert up to the 50-year, 24-hour storm. Larger<br />

events will breach the ditches and be contained within the TSF or routed to the emergency pond.<br />

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

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