Ground improvement was recommended by the Geotechnical Engineer to treat the project site near the existing foreshore to mitigate liquefaction effects such as flow slides, which would cause lateral and vertical movement along the shoreline. Menard carried out the ground improvement solution of installing Vibro Stone Columns to approximately 20 m depth to meet the project performance specification. The treatment extent also contained zones with partially contaminated soil and construction waste where Menard was able to successfully conduct ground improvement using an alternative method of Dynamic Compaction to treat the top 18 m of the soil. The effectiveness of the ground improvement techniques was assessed by a series of Cone Penetration Tests (CPT), Standard Penetration Tests (SPT), and Dynamic Cone Penetration Tests (DCPTs).