Gb. Murray et al., RISK-BASED ENGINEERING DESIGN FOR A LANDFILL LEACHATE COLLECTION AND LINER SYSTEM, Ground water monitoring & remediation, 16(2), 1996, pp. 139-146
A methodology is used to identify the tradeoffs between costs and expo
sure risk associated with landfill leachate collection and low permeab
le systems. The results are useful in demonstrating the point at which
additional levels of sophistication in design of a leachate/liner sys
tem do not produce significant reductions of exposure risk. The case s
tudy application to the Durham Regional landfill demonstrates that cla
y liner hydraulic conductivity is the parameter with the largest influ
ence on the risk of exceedance at the point of compliance. When the un
derlying clay is more permeable, there is a significant merit associat
ed with use of a QA/QC program.