Marsden Park – Twin Sewer Pressure Main

Project Overview

To cater for the ever-growing population of Sydney, the NSW Government established the North West Priority Growth Area (NWPGA) covering 10,000 hectares of land within the Hills, Blacktown and Hawkesbury local government areas. Once fully developed it is expected to provide over 70,000 new dwellings for approximately 200,000 residents. In order to service this development, major infrastructure installations and upgrades are required.

Location

Marsden Park NSW

Geology

Mixed ground conditions

Client

Utility Asset Owner

Length

2 x 450 metres

Pipe

DN450 PE100 PN20 SDR9 HDPE

Technique

HDD

Scope of Works

A component of the NWPGA is to transfer wastewater from the Marsden Park wastewater pumping station to the existing Riverstone Carrier via a twin pressure main. Installation of this pipeline was critical as the Marsden Park wastewater pumping station was previously reliant on temporary wastewater services. The proposed pipeline location involved crossing Eastern Creek, and required a highly skilled panel HDD contractor. UEA was engaged to complete this technical aspect of the project, proposing to drill the twin 450mm wastewater pipes approximately 450 metres long beneath Eastern Creek and known aboriginal sensitive areas.

Trenchless construction methods, namely horizontal directional drilling, was used to install the wastewater pipeline to avoid impacts to sensitive environmental features, such as road infrastructure crossing, creek crossings and known heritage sites. Activities associated with trenchless construction techniques included the establishment of the drill launch site, drill reception site and pipe laydown area. These areas contained the drilling rig and associated equipment and vehicles, site sheds, and materials storage. The drill reception site also required an area the length of the drill run to string the pipe out prior to the installation.

ABORIGINAL HERITAGE

A search of the AHIMS database was undertaken which identified a total of 14 registered sites within 200 metres of the proposed wastewater pressure main alignment, and four registered sites within 200 metres of the proposed pumping station location. A number of sensitive landscapes were also identified, including Eastern Creek and Bells Creek which warranted further investigation. An Aboriginal Cultural Heritage Assessment (CHAR) was prepared which identified areas of moderate significance within the project footprint. The main area was found to be located within the alignment adjacent to an environmental sensitive zone. Due to the potential impact of trenching on these areas, UEA proposed to undertake this portion of the works using trenchless construction methodologies.

Utilising in-house expertise, UEA developed a comprehensive set of management plans that included a site-specific Construction Environmental Management Plan (CEMP) and AHIP Management Plan. The objective of these management plans was to avoid or minimise the potential aboriginal heritage impacts associated with installation of two 450mm pipes beneath Eastern Creek. The AHIP Management Plan set out all the safeguards required to minimise any adverse impacts to the aboriginal heritage areas identified in the Aboriginal Heritage Permit issued by the Office of Environment and Heritage (OEH). This AHIP Management Plan is a sub-plan of UEA’s CEMP and was used in conjunction with the CEMP. UEA identified a number of measures to avoid or minimise the potential aboriginal heritage impacts by erecting exclusions zones around these areas, salvaging identified items for reburial post construction and increased education process in identifying these objects during the works.

Challenges

Both underbores involved the installation of 450mm diameter PN20 SDR9 HDPE pipe, parallel to each other in mixed ground conditions of clay and shale.  As the site was located adjacent to a floodwater detention basin, the works limited access to site during wet weather events and also the ability to weld and string both pipelines for installation.

Challenges on the site included:

  • Working around highly sensitive ecosystems along Eastern Creek.
  • Utilising walk-over tracking systems during river crossing and in large Aboriginal Heritage Protection Zones.
  • Unfavourable surface strata requiring the installation of steel casings.
  • Exit location of bore was located on the far bank of a flood retention basin, with drilling operations occurring during the wet season. This required construction of an all-weather access track that could withstand repeated flood events.
  • Minimal height differential between bore ends required the use of a drilling fluid return line, requiring installations across Eastern Creek and within Aboriginal Heritage Protection Zones.
  • Pipe welding and stringing area restricted by Aboriginal Heritage Protection Zones and located in the belly of a flood retention basin.
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