Landfill design: need for improvement of water and soil protection requirements in EU Landfill Directive

This paper deals with environmental policy issues related to a landfill design. The final product of numerous waste treatments should be placed on a landfill. Before waste disposal, the ground should be protected by a mineral layer with properties required by the related regulation. In order to prevent environment pollution, EU adopted the Landfill Directive 1999/31/EC. The most important technical requirements related to the characteristics of the layer material are water permeability and thickness. The performed comparative national regulatory analysis raised the question of the need for more uniform elaboration of the directive requirements over the whole European Union area (including EU candidates). The choice of the material for the impermeable mineral layer, which should be made during landfill design, is a very important decision. Methods for the determination of the permeability coefficient were analysed, showing that the Directive should define hydraulic gradient as a physical quantity and define its value through measurement of the permeability coefficient. The paper analyses whether some parts of the Directive, as landfill design BAT and base for national legislative acts, require further elaboration in order to provide sufficient information about proper protection of soil and water. Using integrated approach, seven amendments on the directive annex I were suggested related to (a) the meaning of the term artificially established geological barrier, (b) layer thickness, (c) water permeability coefficient determination, (d) mineral layer lifecycle, (e) the meaning of the term sealing and (f) leaching control of material joints.

[1]  Jorge Curiel-Esparza,et al.  Hybrid method for selection of the optimal process of leachate treatment in waste treatment and valorization plants or landfills , 2015, Clean Technologies and Environmental Policy.

[2]  K. Hungerbühler,et al.  Time-dependent life-cycle assessment of slag landfills with the help of scenario analysis: the example of Cd and Cu , 2005 .

[3]  Ana Beatriz Lopes de Sousa Jabbour,et al.  Brazil’s new national policy on solid waste: challenges and opportunities , 2014, Clean Technologies and Environmental Policy.

[4]  M. Gavrilescu,et al.  Soil and groundwater cleanup: benefits and limits of emerging technologies , 2011 .

[5]  Robert M. Koerner,et al.  Cover systems for landfills and brownfields , 2008 .

[6]  Radovan Šomplák,et al.  Logistic model-based tool for policy-making towards sustainable waste management , 2014, Clean Technologies and Environmental Policy.

[7]  Tom Schanz,et al.  Swelling pressures and one-dimensional compressibility behaviour of bentonite at large pressures , 2010 .

[8]  Roy E. Olson,et al.  Mechanisms Controlling the Permeability of Clays , 1971 .

[9]  David Friedman,et al.  The Resource Conservation and Recovery Act , 1984 .

[10]  H. Akgün,et al.  Geotechnical evaluation of Ankara clay as a compacted clay liner , 2015, Environmental Earth Sciences.

[11]  S. Knutsson,et al.  Hydraulic properties of smectite rich clay controlled by hydraulic gradients and filter types , 2014 .

[12]  Craig H. Benson,et al.  Effect of Desiccation on Compacted Natural Clays , 2001 .

[13]  Shijin Feng,et al.  An analytical model for volatile organic compound transport through a composite liner consisting of a geomembrane, a GCL, and a soil liner , 2015, Environmental Science and Pollution Research.

[14]  Naciones Unidas. Programa para el Medio Ambiente Waste and Climate Change - Global Trends and Strategy Framework , 2010 .

[15]  Franz-Georg Simon,et al.  Standard and alternative landfill capping design in Germany , 2004 .

[16]  Bogusław Bieda,et al.  Stochastic approach to municipal solid waste landfill life based on the contaminant transit time modeling using the Monte Carlo (MC) simulation. , 2013, The Science of the total environment.

[17]  Variation of crack intensity factor in three compacted clay liners exposed to annual cycle of atmospheric conditions with and without geotextile cover. , 2014, Waste management.

[18]  Heijo Scharff,et al.  Landfill reduction experience in The Netherlands. , 2014, Waste management.

[19]  Jaana Sorvari,et al.  Developing environmental legislation to promote recycling of industrial by-products - an endless story? , 2008, Waste management.

[20]  R. Horn,et al.  Hydraulic Conductivity and Landfill Construction , 2011 .