Remedial Works
Following the emergency response, permanent remedial works were planned to stabilise the site and prevent future incidents. The approach began with the extension of a temporary crest bund to prevent overtopping, alongside the removal and safe disposal of all debris from the aqueduct and culvert. The north-side watercourse bank was cleared of approximately 25 tonnes of material to reduce the risk of water build-up, and the void in the cutting slope was reinstated with Type 6C or equivalent graded fill to restore embankment integrity.
Further works included the full clearance of the trash screen to ensure unrestricted water flow and the installation of a 51m-long, 5m-deep sheet pile cut-off barrier with a concrete pile cap, designed to act as a cut-off rather than a cantilever wall. Boundary fencing was reinstated, and a full topographical and LiDAR survey of the slope, ponds, and weirs was conducted to inform design verification and monitoring. The final detailed design for the sheet pile solution was developed in collaboration with Pell Frischmann to ensure structural suitability and long-term stability.