The geometry and depth of the mineralization identified at Piskanja lends itself to an underground mining method. This section of the report presents the results of work completed to date to determine how the mineralization will be most appropriately worked and extracted. While more detailed analysis is required and will be undertaken in due course it is the assumptions presented here that form the basis of the PEA presented later in this report.
It is envisaged that mining will be by cut and fill method and that the key underground infrastructure will comprise:
• Twin access declines from surface to the deposit: i) main haulage decline (further addressed as MHD) from surface to the floor of KZONE1 and ii) main ventilation decline (further addressed
as MVD) from surface to the roof of KZONE3;
• An underground spiral ramp connecting MHD and MVD and enabling access to all levels;
• A shaft connecting MHD and MVD to serve as an ore pass and temporary (if needed) ore stock;
• Footwall drives located below seam horizons of KZONE1, KZONE2 and KZONE3; and
• Level drives and ventilation connections between three footwall drives.
Ventilation
For the purposes of this PEA, it is envisioned that the mining operation will not utilize blasting, that all equipment will be electric (powerline or battery) and that maximum number of workers per shift in the underground facilities will not exceed 50. Having this in mind required ai ........
