Mile Creek Sewer
Mile Creek Sewer
Noble Park, Vic
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The Mile Creek Sewer Project represents a critical upgrade to increase sewer capacity within the South Eastern suburb of Noble Park as booming property development and population growth has led to an
overburdening of the existing infrastructure. Zinfra-Jaydo-WSP (ZJW) Joint Venture, on behalf of South East Water, was awarded the contract to execute the sewer upgrade, beginning with early concept designs through
to detailed design, supply, construction and commissioning of the new gravity sewer.
To deliver the works, ZJW elected to utilise trenchless methodologies, micro tunnelling between shafts and installing the pipe via pipe jacking. This method minimises the impact on the surrounding public and reduces the natural resource requirements of the project.
Scope of works:
- Design of new gravity sewer
- Installation of ~2.6km of DN300 Glass Reinforced Plastic Pipe via trenchless methods
- Installation of ~300m of DN450 Glass Reinforced Plastic Pipe via trenchless methods
- Construction of 36 new sewer manholes
- Modification of existing manholes
key challenges
- Coordination of traffic management around work zones to ensure minimal impact to local stakeholders
- Construction within suburban streets with extensive existing infrastructure; Power (overhead & underground), sewer, water, gas and communications
- Variable ground conditions with ground water present throughout
key innovations
- Development of relief sewer concept:
- The initial design concepts were to replace the existing sewer with a larger diameter pipe via pipe cracking, or to install a detention tank along the alignment to accommodate high flow events
- ZJW offered the relief sewer concept:
- Creating superior capacity along the alignment
- Intercepting existing sewer infrastructure at critical surcharge locations
- Saving cost compared to costly pipe cracking
- Including new maintenance structures for future connections
- Utilisation of Modular Shoring Systems for deep excavations (>8m):
- Allowed for construction of deep shafts beneath powerlines and critical trees where traditional shoring systems (trench shields / sheet piling) would not have worked


