St Marys Bay Water Quality Improvement Project


Customer: Auckland Council Healthy Waters

Contract: Construct

Location: St Marys Bay, Auckland





Water & Wastewater Solutions New Zealand & Pacific Islands

Fast Facts

  • A new pumping and screening station and odour control unit will be built in the Point Erin Park shaft once the second drive is complete
  • The new wastewater pipeline will be about two-kilometres-long
  • Reduce combined stormwater and wastewater discharges from an average of 100 a year to an average of 20 a year.
  • Installed underground 18 - 25 metres deep below buildings, and six metres beneath park land.
  • The storage pipeline has an internal diameter of 1.8m and is 1120m long
  • Three shafts at Pt Erin, St Marys Road Park and the corner of London and New streets provided entrance and egress for the TBM
  • A new weir structure and odour control unit was constructed in the St Mary’s Road Park.

The St Marys Bay Area Water Quality Improvement Project was driven by Auckland Council’s Healthy Waters department and funded by the Water Quality Targeted Rate.

The new pipeline reduces wastewater overflows to St Marys Bay and Masefield Beach by 95 per cent. The high flows after rain events are stored in the new larger capacity pipeline and pumped back into the sewer network when there is capacity

As well as reducing overflows, the new marine outfall discharges far away from places where people swim.

The project was a construct only contract. The pipeline was designed by Aurecon however McConnell Dowell was responsible for the design of the outfall ballast blocks and the marine piling operation.

The most significant challenge the project faced was the location of the new stormwater pipeline under some of the oldest, narrowest and most densely populated streets in Auckland.

The alignment runs beneath Point Erin and alongside the large Pohutakawa trees that grow on the cliff face from the park up to London Street and beneath a residential neighbourhood.

The tunnelling itself did not create noise or vibration levels that disturbed the neighbours and the team kept noise and vibration impacts from the piling to a minimum.

Using a slurry TBM and locating the separation plant in Point Erin Park as far away from stakeholders as possible also meant the team needed to manage slurry lines up to 1100m long.

Protecting the nearby marine life while dredging and installing the marine section of the pipeline was also important to the project team.

The Solution

McConnell Dowell’s in-house team came up with creative shaft designs to limit the site footprints and ensure they were strategically located.

Planning the delivery and access for large machinery including the TBM was critical as the streets are narrow and steep and one shaft was required at the entrance to a cul de sac.

Construction sequencing was also planned in detail to help minimise the diameter of each shaft. Once tunnelling was complete the team deconstructed the TBM underground and brought it to the surface in three pieces. This meant the London Street shaft could be reduced from 10m in diameter to three metres, lessening the impact on access around it.

The shafts were also be constructed using auger drilling methods, the machinery located as far from properties as possible and controls like noise walls and monitoring helping further minimise noise and vibration.

We maintained the tunnelling spoil stockpile away from urban stakeholders at Point Erin, so they could be moved from the site during off-peak hours. Traffic interruptions were also reduced by scheduling pipe and other major deliveries outside peak travel times.

The Key to Success:

McConnell Dowell was committed to minimising disruption to neighbours during construction and protecting the environment. The temporary works for each shaft site were designed to fit inside steep constrained sites and the spoil from the construction and the separation plant located at the main worksite in Point Erin Park, to lessen impacts on the surrounding community as much as possible.

The purchase of a bespoke Herrenknecht AVN TBM to maximise face support, minimise ground movements, water drawdown and prevent settlement also lowered the risk profile.

Using a method, we have implemented successfully on another outfall project, the marine pipeline was constructed at a coastal site on the Firth of Thames. Once complete, it was towed to Auckland, floated into position and then lowered onto a prepared trench on the sea floor.

By reducing the amount of time we spend on the harbour constructing the marine section of the pipeline and on the sea floor dredging and installing it, disruption to marine life was kept to a minimum.

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