The remediation of the Tar Ponds includes the construction of new channels to carry the existing inflows to Muggah Creek. The channels will be constructed within the Tar Ponds and discharge to Sydney Harbour at Battery Point. The channel alignment passes through the Ferry Street causeway at the location of the existing weir and bridge. The size of the new channel exceeds the present opening in the existing weir structure therefore a new bridge structure is required to maintain traffic access along Ferry Street. Due to the increased height and modified alignment of the new bridge structure, the approach roadways at each end of the bridge require alterations. This report presents the information related to the design of the new bridge and roadway reinstatement at Ferry Street.
TP6C 100% Design