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Civil Engineering Report
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
3 March 2022
6 WATER SUPPLY
Inspection of the water network from Unitywater Interactive Mapping and DBYD plans shows the
following services in the vicinity of the site:
• An existing 100mm dia uPVC reticulation water main in the eastern verge of Ghostgum
Court along the frontage of the site.
• An existing 200mm dia AC reticulation water main in the western verge of Butler Street
along the frontage of the site.
• An existing water connection to the site from the water main in Butler Street near the
south east corner of the site.
Is it proposed to retain the existing water meter on Butler Street to service lot 3. New water meters
to service lots 1 and 2 will be provided from the existing water main in Butler Street. New water
meters to service lots 4 and 5 will be provided from the existing water main in Ghostgum Court.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan
9279 – DA.01 attached in Appendix 3.
7 SEWER
Inspection of the sewer network from Unitywater Interactive Mapping and DBYD plans shows the
following services in the vicinity of the site:
• An existing 150mm dia uPVC sewer reticulation main running east to west along the site’s
southern boundary
• An existing manhole near the southern boundary of the site
• An existing 150mm dia uPVC sewer reticulation main running south to north in the
adjacent site to the north
• An existing sewer property connection for the adjacent property to the south from the
manhole located near the southern boundary of the site
• An existing sewer property connection servicing the existing property from adjacent
property crossing over the western boundary
It is proposed to connect and extend the existing sewer mains that are within the vicinity of the site
to service the development. Details of the proposed sewer main extension will be developed in
consultation with Unitywater.
The existing and proposed sewer infrastructure in the vicinity of the site is shown on MPN Plan
9279 – DA.01 attached in Appendix 3.
Excellence with Economy in Engineering 12
l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
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