Environmental and Social Impact Assessment - Gibe III
Environmental and Social Impact Assessment - Gibe III
Environmental and Social Impact Assessment - Gibe III
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<strong>Gibe</strong> <strong>III</strong> – <strong>Environmental</strong> <strong>and</strong> <strong>Social</strong> <strong>Impact</strong> <strong>Assessment</strong> 300 ENV R CS 002 C - A9003099<br />
development on locations with sensitive habitat <strong>and</strong> wildlife resources. There will also be no effects on<br />
agricultural l<strong>and</strong>s or to settlements.<br />
The following measures are recommended to be taken for the rehabilitation of the quarry areas: reestablishment<br />
of vegetation, restoration of natural water courses, avoidance of flooding of the excavated<br />
areas, achievement of stable slopes, <strong>and</strong> avoidance of features which would otherwise constitute a risk to<br />
health <strong>and</strong> safety or a source of environmental pollution. Quarry faces <strong>and</strong> excavations be made safe <strong>and</strong><br />
buildings, plant, equipment <strong>and</strong> debris <strong>and</strong> stockpiles of material be removed from the areas.<br />
7.6.2 Spoil <strong>and</strong> Waste Material Disposal Areas<br />
The construction of <strong>Gibe</strong> <strong>III</strong> hydropower scheme is expected to generate large quantities of spoil material<br />
<strong>and</strong> these spoils will need to be disposed off. The potential environmental concerns related to the spoil<br />
disposal include loss of productive l<strong>and</strong>, grazing l<strong>and</strong> <strong>and</strong> natural vegetation, interference with natural<br />
drainage, increase in erosion <strong>and</strong> sediment deposition, increase in slope instability <strong>and</strong> visual alternation of<br />
l<strong>and</strong>scapes quality. There is a possibility of soil erosion <strong>and</strong> adverse aesthetic impact if spoils are not<br />
properly placed <strong>and</strong> rehabilitated<br />
Spoil disposal activities should be planned to be executed in a manner which minimizes these potential<br />
damage to environment <strong>and</strong> maintains stability during all stages of placement <strong>and</strong> when the site is in its final<br />
form. For disposal of waste soil <strong>and</strong> rock, both the placement of the materials <strong>and</strong> the rehabilitation methods<br />
are important. Therefore, to mitigate <strong>and</strong> minimize the impacts of spoil disposal on the local environment the<br />
following mitigation measures are recommended:<br />
• Locate spoil disposal sites as much as possible in unproductive l<strong>and</strong> <strong>and</strong> outside flood conveyance<br />
areas with preference being given to backfilling quarry <strong>and</strong> borrow sites which have been developed<br />
by the contracted. However, spoil disposal sites to be located in flood storage areas only in those<br />
cases where the studies have determined that the impact is not significant;<br />
• Locate disposal sites in areas of l<strong>and</strong>, which, prior to the commencement of the construction works,<br />
were not used for agricultural purposes or designated for agricultural purposes;<br />
• For each disposal site incorporate the most appropriate stabilization techniques;<br />
• Placement <strong>and</strong> rehabilitation of spoils <strong>and</strong> waste be executed with sensitivity to topographic <strong>and</strong><br />
visual aspects <strong>and</strong> in such a way that the disposal areas enhance rather than detract visual quality of<br />
the route. After the completion of construction, most of the disturbed areas will require some recontouring<br />
to encourage natural drainage pattern, improve slope stability, <strong>and</strong> mimic the original<br />
shape of the slope. The amount of grading <strong>and</strong> re-contouring will depend heavily on the type of<br />
disturbance <strong>and</strong> the quantity of material deposited. Re-contouring will also consider drainage such<br />
that water neither pools on the site, nor flows through with sufficient velocity to erode soils <strong>and</strong><br />
overburden;<br />
• Adopt restoration measures to reinstate the site for its previous use. For this, soil excavated during<br />
construction be stockpiled separately <strong>and</strong> used for l<strong>and</strong>scaping <strong>and</strong> restoration of work areas. Topsoil<br />
stockpiles are deep ripped to provide for moisture retention <strong>and</strong> re-growth of local trees <strong>and</strong> bushes.<br />
However, it is also recommended to prepare a site environmental management plan for each proposed spoil<br />
disposal sites <strong>and</strong> this plan should include environmental studies <strong>and</strong> consultation to assess the potential<br />
impacts of each proposed spoil disposal sites <strong>and</strong> the recommend site specific management measures. The<br />
CESI SpA - Mid-Day International Consulting Engineers Page 235