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RFI - Attachment C - Civil Engineering Report
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WATER SENSITIVE DESIGN CODE
Performance Criteria and Acceptable Solution
Hofmann Drive Medical Centre
1 August 2018
Issue A
PERFORMANCE OUTCOMES ACCEPTABLE OUTCOMES RESPONSE
PO4 AO4 RO4
Backflow devices or similar systems are installed, where A suitable backflow prevention device is installed to Not applicable – No stormwater capture devices are
necessary, to ensure water reuse facilities have no impact protect the drinking water within the reticulated water proposed to be constructed as part of the development.
on the quality of the town mains water. supply in accordance with AS/NZS 3500:2003 Plumbing
and Drainage.
Shire Business Centre
PO5 AO5 RO5
Within the Shire Business Centre site, as shown on Map No probable solution Complies – The proposed stormwater treatment device is
SBC run-off treatment is contained within the developable contained within the site. Refer to the Stormwater
areas of the site and drainage lines are only used for final Management Plan prepared by MPN Consulting for further
polishing of run-off; information.
PO6 AO6 RO6
Within the Shire Business Centre site, as shown on Map No probable solution Complies – The proposed stormwater detention device is
SBC, on-site detention measures are contained within the contained within the site, clear of drainage lines and open
developable areas of the site, clear of drainage lines and space precincts. Refer to the Stormwater Management Plan
Open Space Precincts. prepared by MPN Consulting for further information.
l:\7000-7999\7700-7799\7700\codes\01-08-18 water sensitive design code.docx
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