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MCU14/0106 Appendix E - Engineering Report
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Noosa Civic
Stormwater Management Plan
4 Conclusion
A Stormwater Management Plan has been prepared to support the proposed expansion of Noosa Civic. The
key findings of the investigation are detailed below:
Regional Flooding
Council’s regional flood and storm tide mapping indicates that the proposed development will be
above all regional flood events.
Stormwater Quantity
A detention basin (see Figure 5) is proposed to be operated in conjunction with flood storage within
the car park area to mitigate the potential impact on peak flow rate resulting from development of the
catchment. Based on the analysis, mitigation of developed peak flows to existing conditions will
result in no adverse flooding impacts external to the site.
Stormwater Quality
It will be necessary to treat runoff from the site to satisfy the water quality objectives defined by the
State Planning Policy (DSDIP, 2014) and Noosa Shire Council.
Modelling of two approaches for the treatment of runoff was completed using the industry-standard
MUSIC software.
o Bio-basin Treatment
For this scenario, runoff from the entire site was considered to be treated by a bio-retention
systems as shown on Figure 6.
o Water Re-use Tank and Bio-Basin Treatment
For this scenario, a 300 kL rainwater tank capturing runoff from roof surfaces for suitable re-
use purposes, with the remaining water to then be treated by bio-basins to the required
standards, was considered.
Both treatment scenarios were found to satisfy the applicable water quality objectives. A decision
will be made at detailed design in relation to the solution to be ultimately adopted.
Given the results obtained with respect to stormwater quality and quantity, it is considered that the site can
be developed from a stormwater management perspective without producing unacceptable impacts.
QIC Noosa Civic Pty Ltd Version 1 November 2014
Appendix D - SMP.docx Page 11
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