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EIA-REP-325d-12 _BB_ - 201.09.14.pdf - SAHRA

EIA-REP-325d-12 _BB_ - 201.09.14.pdf - SAHRA

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• The illumination of Vunene Colliery (Pty) Ltd operations should be focused yet bear in mind safety and<br />

security issues. The design should make provision for accent lighting which should be downward to<br />

prevent light pills skywards;<br />

• Selective and sensitive location and design of the lighting requirements for the Vunene Colliery (Pty) Ltd<br />

operations is required. For instance reduce the height from which floodlights are fixed and identify zones<br />

of high and low lighting requirements with the focus of the lights being inward rather than outward;<br />

• The building textures and colours should not contrast vividly with the backdrop of colour and textures<br />

provided by the landscape. The natural setting and colours of buff, olive greens, dark brows should be<br />

respected and where possible, these should be incorporated into the materials used in the exteriors of<br />

the buildings and landscape;<br />

• Colours of new infrastructure should be matt, not glossy so as to reduce reflection and glare from the<br />

surfaces. This is important when considering the night scene and reflected lights;<br />

• The land forming and planting design of Vunene Colliery (Pty) Ltd should respect the surrounding<br />

indigenous vegetation. The interface between new planting and the existing should be gradually<br />

blended. Plant material around the main structures can be exotic, colourful and lush, however on the<br />

fringes of these areas the planting material should tend more towards local indigenous species of trees<br />

and grassland;<br />

• The building forms should be broken by roof overhangs and steps in the façade. This will create shadow<br />

lines which, in turn, assist in the mottling breaking up of the visible plant form;<br />

• The requirements for stabilisation of new landforms must be considered so that effective rehabilitation<br />

and re-vegetation can be timeously and effectively implemented. This will be determined by slope,<br />

access, material, climate etc.<br />

13.6 Terrestrial impacts<br />

13.6.1 Soil Erosion and increased surface runoff<br />

Table 36: The impact of vegetation clearance and topsoil stripping on soil erosion and surface water runoff<br />

Activity Soil erosion during the construction and operation phases<br />

Nature of the<br />

impact<br />

Vegetation clearing, topsoil stripping, site establishment,<br />

movement of people and vehicles on site<br />

Status -<br />

Receiving<br />

environment<br />

Soil structures and adjacent water resources<br />

Extent (footprint; site; regional; national; international) SITE<br />

Magnitude<br />

Intensity (low; medium; high)<br />

Duration (short; short-med; medium; long; permanent)<br />

HIGH<br />

SHORT - MEDIUM<br />

Probability (Improbable; possible; likely; highly likely; definite) POSSIBLE<br />

Weighting factor<br />

(WF)<br />

WF (low; low-medium; medium; medium-high; high) LOW TO MEDIUM<br />

Mitigation<br />

Efficiency (ME)<br />

ME (high; medium-high; medium; low-medium; low) MEDIUM HIGH<br />

Without (Extent + Intensity + Duration + Probability) x Weighting Factor<br />

mitigation (2 + 3+ 2+ 2) x 2 = 18<br />

Significance<br />

(WOM)<br />

With<br />

Low<br />

WOM x ME = WM<br />

mitigation 18 x 0.4 =7.2<br />

(WM) Low<br />

<strong>EIA</strong>-<strong>REP</strong>-<strong>325d</strong>-11<br />

October 20<strong>12</strong><br />

144

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