Compacted Clay Liners - Province of Manitoba
Hydraulic conductivities required in Section 5.5.1 shall be 5 x 10-10metres/second or less for the material to be considered suitable for construction of the clay liner. 188.8.131.52. The Engineer shall specify the standard Proctor maximum dry density and the optimum soil moisture content for compacting the liner material. 5.5.2.