LANDFILL
OPERATION ISSUES
(i) Site
infrastructure: The size, type and number of buildings required at
a landfill depend on factors such as the level of waste input, the expected
life of the site and environmental factors. Depending on the size and
complexity of the landfill, buildings range from single portable cabins to big
complexes.
need to comply
with planning, building,
fire, health and
safety regulations and
controls;
security
and resistance to vandalism;
durability of
service and the
possible need to
relocate accommodation during the
lifetime
of the site operations;
ease of
cleaning and maintenance;
availability of services
such as electricity,
water, drainage and telecommunication.
Paying some attention to the appearance of the site entrance
is necessary, as it influences the perception of the public about the landfill
site. All landfill sites need to control and keep records of vehicles entering
and leaving the site, and have a weighbridge to record waste input data, which
can be analysed by a site control office. Note that at small sites, the site
control office can be accommodated at the site itself.
(ii)
Earthworks: Various
features of landfill operations may require substantial earthworks, and
therefore, the working plan must include earthworks to be carried out before
wastes can be deposited. Details about earthworks gain significance, if
artificial liners are to be installed, which involves grading the base and
sides of the site (including construction of 25 slopes to drain leachate to the
collection areas) and the formation of embankments. Material may also have to
be placed in stockpiles for later use at the site. The cell method of operation
requires the construction of cell walls. At some sites, it may be necessary to
construct earth banks around the site perimeter to screen the landfill
operations from the public. Trees or shrubs may then be planted on the banks to
enhance the screening effect. The construction of roads leading to disposal
sites also involves earthworks.
(iii)
Lining landfill sites: Where the
use of a liner is envisaged, the suitability of a site for lining should
be evaluated at the site investigation stage. However, they should not be
installed, unt il the site has been properly prepared. The area to be lined should be free of
objects likely to cause physical damage to the liner, such as vegetation and
hard rocks. If synthetic liner materials are used, a binding layer of suitable
fine-grained material should be laid to support the liner. However, if the
supporting layer consists of low permeable material (e.g., clay), the synthetic
liner must be placed on top of this layer.
(iv) Leachate and landfill gas
management: The basic elements of the leachate collection system (i.e.,
drain pipes, drainage layers, collection pipes, sumps, etc.) must be installed
immediately above the liner, before any waste is deposited. Particular care
must also be taken to prevent the drain and collection pipes from settling.
During landfill operations,
waste cells are
covered with soil
to avoid additional
contact between waste
and the
environment. The soil layers have
to be sufficiently permeable to allow downward leachate transport. Landfill gas
is not extracted before completion, which includes construction of final cover,
of the waste body. Extraction wells (diameter 0.3 to 1.0 m) may be constructed
during
or after operation.
(v) Landfill capping: Capping is
required to control and minimise leachate generation (by
minimising water ingress into the
landfill) and facilitate landfill gas control or collection (by installing a
low permeability cap over the whole site). A cap may consist of natural (e.g., clay) or synthetic
(e.g., poly-ethylene) material with thickness of at least 1 m. An uneven settlement of the waste may be a major cause of cap
failure. Designs for capping should, therefore, include
consideration of leachate and
landfill gas collection
wells or vents. For the
cap to remain effective, it must be protected
from agricultural machinery, drying and
cracking, plant root penetration, burrowing animals and erosion.
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