Skip to the record
For the highest quality transcripts.

Original source · versioned page text

Attachment 1 - Stormwater Management Plan

of 44

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

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
                    2. 4. F L O O D C O N S I D E R A T I O N S

            The Noosa Shire Council Intramaps Flood Hazard Overlays show that the proposed
            development site may be subject to flooding or inundation, which will need to be
            considered when defining the minimum floor and surface levels for the development. The
            extent of the flooding as indicated by Intramaps is shown below in Figure 2.4 – Noosa Plan
            2020 Flood Hazard Overlay.




                                         Figure 2.4 – Noosa Plan 2020 Flood Hazard Overlay

            A Noosa Council flood certificate will be required for the proposed site that will define the
            2100 1% AEP storm event flood level and determine the required habitable floor levels for
            the dwellings on the site including freeboard above the flood level. A freeboard to habitable
            floor levels of typically 500mm above the 2100 1% AEP storm event is likely to be required.
            The levels of carparks and habitable floor levels will need to be confirmed during detailed
            design.

                    2. 5. A C I D S U L P H A T E S O I L S

            Acid sulphate soil testing is typically required in areas with surface levels less than 5.0m
            Australian Height Datum (AHD) as stated in the State Planning Policy 2017. The
            requirements for acid sulphate testing will be confirmed by a geotechnical engineer prior
            to the detailed design stage of this proposed development.




                                                                                                           Page 6 of 14
P +61 7 5211 1003              A 37 Mary St, Noosaville Qld 4566    E [email protected]   recorconsulting.com
Log in to download the original file

Attachment 1 - Stormwater Management Plan.pdf · 5.2 MB (large file)

Large file: the download may take up to a minute.

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”.