DMCivil

Baldivis Trunk Sewer Main

Project Summary

Location

Baldivis, WA

 
Capability

Trenchless Technology

Client

Okeland Pty Ltd

Status
Start

January 2008

End

October 2008

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Project Overview

The construction of this 755m gravity sewer trunk main was required to connect the Tuart Ridge subdivision’s sewer network to the existing Baldivis sewer infrastructure.

At the time, DM Civil were engaged to complete the Tuart Ridge subdivision. This, coupled with our trenchless technology capabilities, resulted in the client electing to award this contract to DM Civil, ensuring a seamless transition between internal subdivisional works and external head works.

The sewer alignment was within close proximity to natural wetlands and ran alongside a densely vegetated tramway reserve. This made the management of acid sulphate soils (ASS) and dewatering discharge extremely important.

The entire trunk main was constructed using trenchless techniques. 632m of DN500 and 123m of DN600 vitrified clay jacking pipes was installed with 7 Type 6 plastic lined access chambers. This was a challenging project for the Trenchless Technology Division with approximately half of the sewer being installed below the water table. In order to reduce the amount of dewatering required, sealed reinforced concrete caisson pits were constructed at each access chamber location to act as thrust and receival pits.

DM Civil was able to deliver 2 in-house capabilities – Land Development and Trenchless Technology – guaranteeing the client a streamlined construction approach to both the subdivision and trunk sewer main.

 

Significant achievements and benefits

The construction of the main sewer was a combination of techniques. A DN400 steel casing was microtunnelled into position as a precision guide for the installation of a DN1500 steel casing using a 64” auger boring machine. This in turn allowed a DN1200 plastic lined RC pipe to be jacked into position while removing the DN1500 casing.

With sections of the collector sewer reaching 12 metres in depth, working in deep concrete caisson microtunnelling pits presented inherent risks in the access and egress of DM Civil personnel. To mitigate these risks, DM Civil designed and fabricated a fall arrest platform which was positioned at the point of entry into the caisson. A Pro-Man fall arrestor attached to the platform enabled personnel to be secured before entering into a high risk working area. This safety enhancement saw DM Civil as a finalist for the 2014 Work Safety Awards.

Along the collector sewer, there were eleven plastic lined, 1.2 metre square chambers up to 12 metres deep. Utilising DM Civil’s in-house concrete fabrication expertise, these units were able to be precast at the Maddington yard. This was a value adding innovation which allowed for cost savings to be passed on to the client.

HDD techniques were used to install a combined length of 1,090 metres through varying ground conditions of sand and limestone. This pipe route was adjacent to a newly constructed residential development with extensive landscaping. The technique permitted installation of pipe up to 10 metres deep with minimal disruption to residents. It modified the hydraulic design and obviated the need to install a discharge tower alongside the development further reducing the impact on existing areas.

The diversity of construction techniques available to DM Civil provides multiple options that can be offered. These options were used to ensure that Water Corporation was able to satisfy a demanding list of project imperatives, and demonstrated the position of DM Civil as a specialist contractor.

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