Report

• Mobilisation to site of diaphragm walling equipment (cutters, cranes, workshops etc.);

• Diaphragm wall construction to -60m below ground level at the Production, Service and Mineral Transport System shafts; and

• Limited continuation of earthworks to create an area for future storage of spoil.

Mobilisation to site;

4a

NYM/2018/0212/CVC

22/06/2018

• Use of a VSM at the MTS Shaft, in place of the previously planned d-walling machines;

• Construction of the guide wall and strand jacks for the operation;

Installation of ancillary equipment;

Machine setup and installation of VSM;

• Excavation to -55m below shaft platform level (bspl);

Excavation to -120m bspl;

• Deposition of limited extractive material from within the first 120m of the MTS shaft into earthworks bunds; and

Grouting of Annulus.

• Construction of service chamber to a depth of 168.7m AOD;

5

NYM/2018/0349/CVC

20/07/2018

• Construction of permanent winder foundations to a depth of 197.17m AOD;

• Construction of permanent winder basement to a depth of 194.17m AOD;

• Construction of permanent building foundations to 202.2m AOD;

• Dewatering of Service Shaft foreshaft and platform to facilitate excavations;

• Excavation and construction of a working platform area on the western edge of the upper platform, with an AOD of 203.7m; and

• Stockpiling of extractive material for re-use.

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