I am looking for a Canadian equivalent to the EPA document titled : "RCRA Subtitle D (258) Seismic Design Guidance for Municipal Solid Waste Langfill Facilities". If you have any other equivalent standard of pratice please write it down. The goal is to find the different static and seismic design parameters for waste landfill regarding slope stability and liquefaction assessment during filling and post-closure conditions.

Thanks for your help.

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