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DIAMONDS

32

MODERN MINING

November 2016

produced since mining first started at the site

in 1902.

Petra acquired its initial 37 % interest in

Cullinan in 2008 (this was increased to 74 %

the following year) and wasted no time in pur-

suing the C-Cut project, starting on the two

declines to access the C-Cut mining block in

2009. In all, the project entails establishing

new surface and underground infrastructure

to extract the next mining block below the

depleted BA5 mining block using block caving

with an advance undercut at a production rate

of approximately 3,7 Mt/a.

The existing vertical shafts (nos 1 and

3 shafts) have been extended to provide access,

services and rock hoisting on the C-Cut horizon

and this work has included two new shaft bot-

toms, a loading level, pumping infrastructure,

underground stores and workshops. In addi-

tion, the No 1 shaft winder has been upgraded

to increase the hoisting capacity to 4 Mt/a from

934 m below surface.

The new C-Cut block is 194 m high, with the

undercut level on 824 level

(824 m below surface), the

new production/extraction

level on 839 level and ground

handling on 895 m level. The

undercut tunnels have been

sized to 4 m wide and 4 m

high and the extraction level

development to 4,2 mwide by

4,2 m high. The production

level has a tunnel spacing of

32 m and a drawpoint spac-

ing of 18 m.

The project also includes

the simplification of the

ground-handling system, as

the deepening of the shafts

will allow material to be han-

dled only four times by the

time it is fed into the hoist-

ing system, compared to the 11 times currently.

This is expected to have a positive effect on the

operating costs at Cullinan.

The upgrade to the ground-handling infra-

structure includes not only the new north and

south declines (developed from 763 level to

the ground-handling level at 895 m below sur-

face) and two 1 200 mm strike conveyors (each

with a capacity of 850 t/h) but also four large,

heavy-duty, high-volume (450 t/h) jaw crushers

for both the north and south ramp areas, posi-

tioned below the production level, as well as

two large storage silos.

While several contractors have been

involved in the implementation of the C-Cut

project, the biggest single portion of the work

– roughly a third by value – has been under-

taken by Murray & Roberts Cementation, which

was awarded the contract to extend the vertical

shafts in August 2012.

“We’ve extended the No 3 men-and-material

shaft from 805 level to 885 level and the No 1

rock-hoisting shaft from 580 level to 934 level,”

says Robbie Duyts, Project Executive, Murray &

Roberts Cementation. “In both cases, we used

the raise-bore and slipe method, which allowed

us to deliver excellent development rates as we

were able to undertake equipping and sinking

simultaneously.”

Sinking of the 9,6 m x 2,3 m lined No 1 Shaft

was completed in December 2015 while sink-

ing of the 7 m diameter x 6 m lined No 3 Shaft

has been completed more recently, with com-

missioning currently in progress. In addition

to the shaft sinking contract, Murray & Roberts

Cementation is responsible for the ‘slipe and

line’ of the two 13 m x 36 m storage silos, one

of which is complete with the second at an

Above:

Seen here

underground at the C-Cut

are (from left): Louis Steyn,

Engineer; Daniel Grobler,

Managing Director; Robbie

Duyts, Project Executive;

Gerrie Pieters, Financial

Director; Patricia Vergeet,

Risk Officer; and Allan

Widlake, New Business

Director – all fromMurray

& Roberts Cementation

(photo: Arthur Tassell).

Right:

Petra’s Andre Cloete

(left), Project Manager for

the C-Cut, with Michel van

Heerden, Project Engineer

(photo: Arthur Tassell).