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Development - Torex Gold Resources Inc.

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Pit Slope Design Parameters<br />

Sector<br />

Max. Slope<br />

Height (m)<br />

Max. Stack<br />

Height (m)<br />

Max.<br />

Interramp<br />

Slope Angle<br />

(°)<br />

Max.<br />

Overall<br />

Slope<br />

Angle<br />

(°)<br />

Bench<br />

Face<br />

Angle<br />

(°)<br />

Bench<br />

Height<br />

(m)<br />

Berm<br />

Width<br />

(m)<br />

El Limón – NW,<br />

East and South<br />

El Limón - La<br />

Flaca Fault Zone<br />

380 126 (6x21)* 55 51 75 21 9.0*<br />

150 126 (6x21)* 47 42 65 21 9.8*<br />

El Limón – NN 250 84(6x14)* 47 40 70 14 8.0*<br />

Guajes- La<br />

Amarilla Footwall<br />

Guajes - La<br />

Amarilla Hanging<br />

Wall<br />

400 126 (6x21)* 55 51 75 21 9.0*<br />

150 84 (6x14)* 38 35 58 14 9.2*<br />

*A minimum 20 m stepout or “geotechnical berm” should be designed between bench stacks. The 20 m<br />

minimum width includes the normal 9 m berm width<br />

16

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