Wick Drain installation was completed below the operations build and storage shed footprint, as well as the adjoining exterior concrete pads plus a 3 m offset. Following the Wick Drain installation, the contractor raised the grade with engineered fill per the project specifications and monitored the settlement. The estimated total settlement due to grade raise was about 50 – 75 mm and was expected to reach 95% consolidation in a period of one and a half (1.5) months based on a coefficient of consolidation value (Cv) of 4 m2/year selected from the one-dimensional consolidation test results.