Considerations related to the design of the Halton Landfill as a "hydraulic
trap" are summarized together with the research that was conducted to supp
ort the design concept. The interrelationship between hydrogeology and the
engineered design is examined. Laboratory experiments demonstrated that the
re can be diffusion away from a source, even with significant inward veloci
ty. Existing theory was found to provide a good prediction of the observed
concentration profile in these experiments. It is also shown that a pressur
ized air pocket below the clay effectively acts as a zero-flux boundary and
hence, with respect to migration of chloride, could be conservatively negl
ected in the impact assessment. The results of the impact calculations pred
ict only a small increase in chloride concentration in the receptor aquifer
while there is negligible predicted impact due to organic contaminants. Th
e landfill was designed and constructed with a granular "sub-liner continge
ncy layer" (SLCL) beneath the compacted liner. The operation of this layer
is discussed. Finally, the construction of the compacted clayey liner with
a hydraulic conductivity of 1 10(-8) cm/s is documented.