Skip to the record
The definitive source for everything Noosa Council.

Original source · versioned page text

MCU14/0106 Appendix E - Engineering Report

of 175

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file: it may take a few minutes

The original of this document is very large (24.1 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Original PDF page 147, section 1. The text section number identifies this passage in the reader.

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
Log in to download the original file

MCU14_0106 Appendix E - Engineering Report.pdf · 24.1 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.