AREA A/B ENGINEERING REPORT - Waste Management
AREA A/B ENGINEERING REPORT - Waste Management
AREA A/B ENGINEERING REPORT - Waste Management
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Geosyntec Consultants<br />
secondary, and tertiary processes. 12 Approaches that are sufficient as primary treatment in one<br />
case may be appropriate as a tertiary stage for “polishing” of pretreated effluent prior to<br />
discharge at another site.<br />
For example, at an older closed landfill, an<br />
engineered wetland or reed bed in which<br />
leachate is physically and biologically treated<br />
may be capable of providing effective<br />
treatment of leachate to achieve surface water<br />
discharge standards. A sustainable LMS<br />
strategy at a newer active landfill might involve<br />
the use of wetlands for effluent polishing;<br />
however, in this application, pre-treatment using<br />
a more active treatment system is typically<br />
required if influent leachate constituent<br />
concentrations are well above surface water<br />
quality standards. As previously discussed,<br />
untreated leachate or treated effluent may be<br />
Constructed vertical wetlands provide a passive<br />
method by which leachate can be treated prior to<br />
discharge. The system design also offers added<br />
value as a potential wildlife habitat.<br />
recirculated back into the landfill depending on the waste degradation strategy or other<br />
potential beneficial use strategy of the landfill (e.g., gas-to-energy plant). Most treated effluent<br />
also has other beneficial uses (e.g., use for dust suppression on access roads within the landfill<br />
footprint or as flush water for toilet facilities).<br />
Because the characteristics of MSW leachate at a landfill are well understood and are<br />
predictable in terms of both their expected quantity and quality over time (see Section 1.4 and<br />
discussion in Appendix A), it is becoming standard practice to design a LMS that considers<br />
changes in long-term leachate management obligations in defining goals for sustainable landfill<br />
operation at the managed modern landfill.<br />
3.4 Landfill Cover Systems<br />
The landfill cover system is designed to promote surface water runoff, minimize erosion, prevent<br />
direct exposure to waste, and control gas emissions and odors. A secondary objective is to<br />
provide an aesthetically pleasing final appearance for the landfill. In this regard, the cover can<br />
be designed to be compatible with the local ecosystem to broaden the potential end uses of the<br />
property. The landfill cover system provides ongoing protection of human health and the<br />
environment, improves the collection efficiency of the gas management system, and serves an<br />
important function in onsite liquids management.<br />
12 A number of technical publications deal extensively with leachate treatment technologies, including USEPA (1995a),<br />
and U.K. Environment Agency (2007), as well as Robinson (1999), Robinson, et al. (2003), and Robinson & Olufsen<br />
(2004).<br />
MD10186.doc 44 29 March 2009