PLATINUM GROUP METALS LTD
For the period ended Aug 31, 2024. Filed Oct 9, 2024.
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Aug 31, 2024 · Filed Oct 9, 2024
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EX-99.1 · Table 18-8: Dry Stack TSF Capacity per Phase
Table 18-8: Dry Stack TSF Capacity per Phase
| Phase | Duration(years) | Capacity(Mm3) | Capacity(Mt) | Footprint(ha) |
|---|---|---|---|---|
| Phase 1(Northeast quadrant) | 0-7 | 8.3 | 14.1 | 34.0 |
| Phase 2(Southeast quadrant) | 8-18 | 15.3 | 26.0 | 39.3 |
| Phase 3(Southwest quadrant) | 19-30 | 17.5 | 29.9 | 45.7 |
| Phase 4(Northwest quadrant) | 31-56 | 19.9 | 34.0 | 36.1 |
| Total | 61 | 104 | 155.1 |
Each phase's deposition area will be defined by a nominal 3 m high, 5 m wide perimeter embankment for containment and anchoring the liner and drainage system.
Access onto the Dry Stack TSF will be via a single-point roadway in the northeastern corner of Phase 1. For each of the phases, access to the deposition area at any level will be via the established benches which will function as 9 m wide dual-carriage roadways. The various benches will be connected access ramps with a maximum final grade of <10%.
The design parameters and layout of the phased deposition area are relevant to 56-year LOM and associated 100 Mt capacity.
The footprint of the Dry Stack TSF shown in Figure 18-12 may be extended. However, additional area may not be added as an additional phase, but rather an extension of Phases 2-4. The layout and extent of Phase 1 will be unaffected. The surface and stormwater collection pond will be positioned to extend the existing Dry Stack TSF footprint. The current layout with the potential extension is shown in Figure 18-12.
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