11.19.2 |
Environmental issues
Waste rock dumps stability: Waste rock is disposed on two dumps. These dumps have been constructed
by end tipping, resulting in slopes at the natural angle of repose, which are inherently unstable, leading
to slumping in various areas. The low rainfall conditions have resulted in a lack of a rehabilitation strategy
for the waste rock dumps, as vegetation growth is limited. SRK is of the opinion, that the dumps are a
safety hazard and as a minimum will have to be cut back to reduce the slope angle with a liability of about
ZAR10 – 20m.
Potential for acid rock drainage: No information is available on the geochemistry of the waste rock
dumps, however, considering that the ore that is mined is sulfidic there is a high probability that some
sulfides are present in the waste rock. This could potentially lead to the production of acid rock drainage
but the potential is probably minimal given the low rainfall in the area. Furthermore, no signs of acid seep
were observed at the base of the dumps. SRK, therefore, does not consider ARD a significant risk.
Water contamination at the tailings dam: A single tailings dam, divided into a number of compartments,
is present at the mine. Testing has not yet been undertaken to determine sulfide concentrations in the tails,
however, relatively low concentrations would be expected as the bulk of the sulfides would be removed
during mineral processing. Acidity is therefore not expected to be a significant problem at the tailings dam.
Salinity is unlikely to be a significant problem at the tailings dam, as background water quality is poor.
Geochemical testing did indicate that the dam is enriched with the heavy metals mercury, zinc, cobalt,
barium, lead, selenium and cobalt. Initial groundwater monitoring has indicated the presence of a heavy
metal plume below the tailings dam, moving in a southerly direction, however the lack of receptors below
the dam would imply that exposure to this contamination is minimal. Therefore, the risk associated with
this plume is also considered minimal and SRK is of the opinion that at closure it is unlikely that any
groundwater remediation measures would be required around the tailings dam.
Informal settlement sewage: A seep below the toilet facilities of the informal settlement was observed.
It is suspected that this is generated by sewage effluent from the toilet facilities daylighting on surface.
While the informal settlement is not strictly the mine’s responsibility, the mine constructed the toilets on
mine property. Therefore, the mine may be required to implement some form of remedial measures once
the informal settlement is removed. To cover this, SRK proposes a sensitivity contingency of ZAR1 – 1.5m.
Hazardous material handling: Historically, hydrocarbon housekeeping management has been poor,
resulting in soil contamination around the workshops over an area of approximately 1Ha. It is reported that
hydrocarbons have not been detected in the groundwater. It is SRK’s opinion that this lack of hydrocarbons
in the groundwater is an artefact of the lack of appropriately placed boreholes, rather than an indicator
that the groundwater has not been contaminated. However, the lack of receptors downgradient minimises
the risk. Asbestos has been used extensively as a construction material on the mine with offices, shops and the school constructed from asbestos. The pipeline from the Orange River to the mine (300 mm OD)
is also constructed from asbestos. At closure, disposal could represent a significant cost. The mine
believes that all PCB contaminated oils have been removed however, they are still awaiting receipt of the
final clearance certificate. Used oil is collected for recycling.
Waste disposal: All other waste from the mine, including grease, oil filters, redundant plastic and rubber
components from the plant and vehicles and domestic rubbish generated by the mine, is transported to the
mines waste site on the waste rock dump where it is burned on a daily basis. Closure of this dump
represents a liability as it is expected that the mine will be required to ensure that seepage from the area
is minimised. It is SRK’s opinion that this could cost in the region of ZAR1 – 4m.
Saline water management: Given the low rainfall of the region, storm water management is not an issue,
however, discharge from the aquifers results in an accumulation of water underground. Underground water
is stored in an underground sump and recycled back into the mining process. More recently and prior to
the construction of the underground sump, the underground water was pumped to the tailings dam where
it was allowed to evaporate. In addition, water within the plant that has becomes too saline from recycling
is bled to the thickener for disposal on the tailings dam. Historically, underground water and excess plant
water was discharged from the mine into the veld or it was used for irrigation of the golf course. This may
have led to soil contamination due to the naturally high groundwater salinity and the salinity arising from
the plant, however no monitoring has been undertaken to assess the situation. SRK are of the opinion that
an investigation into potential contamination is required (estimated cost of ZAR0.25m)
Land degradation: Land degradation has primarily been caused by the construction of the waste rock
dumps and the tailings dam. The construction of a small open pit at the foot of the mountain has also
resulted in some land degradation. As there is little natural vegetation in the area, the presence of
un-vegetated waste rock dumps does not have a significant visual impact, as the waste rock blends into
the surrounding landscape.
Air emissions: The tailings dam is a significant source of dust and has resulted in numerous complaints
from the local community. Limited remediation is possible with vegetation establishment difficult. SRK is
therefore of the opinion that the practicable closure strategy will be to rock clad the dump. Operationally,
the mine has applied Dust-a-Cide to the northern slope, adjacent to the village as a means of dust control.
The mine also attempts to operate the tailings dam so that the horizontal surfaces are kept wet. It is
reported that although some dust is generated from the waste rock dumps, the volumes generated are
insignificant. The mine undertakes regular dust monitoring.
Community relationships: The “Sand Hotel” is a safety risk, as it encroaches on the waste rock dump.
Furthermore, the presence of the community is reportedly unsettling the residents of the hostel, as the
noise from the community is excessive. Rosh Pinah and Skorpion have apparently come to an agreement
with the community that each mine will provide a ZAR1m to relocate the settlement to a flat area to the
west of the Rosh Pinah town. It is reported by the mine that the community are eager to move.
Social issues: Should the mine close in five years’ time, the implication is that the work force will be made
redundant. This will impact on the mine workers and their dependants as there is little employment
opportunity in the region. It is expected that at closure, there will be a significant departure of people from
the town. This would impact significantly on the town’s economy. The mine is however, of the opinion that
the area could be developed for tourism and are investigating, on an ad hoc basis, potential tourism
opportunities. Lack of planned and appropriate management of these social issues could result in a
significant risk to Exxaro’s reputation. The modified focus exploration strategy aims to increase mine life
to beyond ten years to ensure the sustainability of Rosh Pinah mine’s workforce and that of the region.
Closure planning and costing: There is currently no closure plan in place but it is understood that
a closure risk assessment is to be undertaken shortly. It is assumed this will be followed by the
development of a closure plan. The mine has estimated its liability for immediate closure to be ZAR45m.
Of this ZAR45m, ZAR7m is allocated to demolition costs and ZAR38m is allocated to restoration costs.
It is SRK’s opinion that this estimate is insufficient to cover potential remediation at closure, particularly
if the slimes dams require rock cladding and the asbestos on site requires disposal as hazardous material.
It is estimated that the shortfall is some ZAR45m. It must also be noted that the incorporation of the mine
into a national park may result in stringent closure requirements being applied to the mine. At this stage
it is not possible to quantify this risk, as the requirements of the Park has not been defined. As there have
been no legislative requirements in Namibia requiring the mine to establish a closure fund, no closure
capital is available. There is however, a provision of ZAR35m in Mine budget to address closure.
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