EIA-REP-325d-12 _BB_ - 201.09.14.pdf - SAHRA
EIA-REP-325d-12 _BB_ - 201.09.14.pdf - SAHRA
EIA-REP-325d-12 _BB_ - 201.09.14.pdf - SAHRA
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• All pillars in the panel are uniform size.<br />
The biggest concern undermining watercourses and wetlands is the subsidence or displacement that may occur.<br />
Subsidence can be described as a downward movement of the surface that overlies an underground excavation,<br />
or adjacent to the surface excavation.<br />
The effect of subsidence or displacement can be divided into various types of subsidence namely:<br />
Tilt:<br />
During active subsidence tilting may for examplecause buckling of the building. Windows can crack and doors<br />
can be stuck. After the area has stabilized the structure will return to the vertical position. In the case of<br />
watercourses and wetlands drainage or inlet course might be slightly affected.<br />
Strain:<br />
Two types of strain can be identified, tensile strain and compressive strain. Tensile strain can cause elongation<br />
of a piece of land whilst compressive strain can cause the surface to buckle.<br />
Horisontal displacement:<br />
This type of displacement can cause a section of land to move an x amount of meter. This type of displacement<br />
usually form cracks on the edges.<br />
Sub-surface erosions (Potholes):<br />
Potholes form where cracks formed in the upper rock layers are slowly fill with eroded soil. Eventually, a<br />
subterranean cavity forms in the soil, at the soil rock contact, due to the rock acting as a reservoir for this eroding<br />
soil. When this cavity reaches its critical size, it collapses and results in a pothole on surface.<br />
Sinkhole formation:<br />
This type of subsidence mainly occurs where intersections collapse, and is more common in areas where the<br />
depth of mining is less than 50 meters. In contrast to potholes, these sinkholes are usually wide and deep and<br />
approximately the same size as the intersection underground.<br />
Opencast mining<br />
Opencast mining, using the truck and shovel lateral rollover mining method, will be undertaken. Mining will<br />
commence from the initial box cut. Access to the opencast pit will be via a 17˚ pit ramp. A haul road that will be<br />
extended from the nearby existing road will be used to access the mining area. The underground production is<br />
planned to commence on the West Opencast section and will produce at a rate of 160,000 ROM tons per month.<br />
The proposed Usutu Colliery opencast mining project will be undertaken over an area of approximately 200 ha at<br />
opencast areas, namely: portion 6A, 6B, 6C, 9 and 14. Mining will be conducted by open cast mining method,<br />
using a truck and shovel roll over mining technique. The mining will be outsourced to a suitably qualified mining<br />
contractor. Mining will be undertaken by diesel powered mining equipment in the form of front end loaders,<br />
excavators, haul and dump trucks, water carts and graders.<br />
<strong>EIA</strong>-<strong>REP</strong>-<strong>325d</strong>-11<br />
October 20<strong>12</strong><br />
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