June 2022 G-01483.84-017-R-Rev0 v Figure 11: WCP embankment cut and fill areas (Cyan blue fill above current ground level). ............................32 Figure 12: Simplified Cross Sections P01, P02 and P03 through the WCP showing inferred ground conditions. [note scales vary and should show embankment with horizontal foundation just below natural grade]. ..............................................................................................................................................................34 Figure 13: Stage 1 (Q1) Delineated stormwater catchments. ............................................................................38 Figure 14: Final Stage (Q17) Delineated stormwater catchments. ....................................................................39 Figure 15: Sketch of typical Haul Road cross section including SW side drainage channel. ............................44 Figure 16: Channel design reference plan. ........................................................................................................45 Figure 17: Layout plan of the mine infrastructure area prepared by Beca (2021). ............................................49 APPENDICES Appendix A Report Limitations Appendix B Stability Analysis Cross Sections Appendix C WRS Stage Plans Appendix D Quarterly Material Movement Schedule Appendix E Water Management Appendix F Options Analysis
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