Skip to the record
Beware of cheap imitations.

Council archive · source document

Appendix C- Civil Engineering Report · MCU23/0135

of 75

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

Check the original when the exact wording matters.

Very large file (16.8 MB): the original may take a few minutes to open or download. The page text below is quick to read.

Original PDF page 69, section 1. The text section number identifies this passage in the reader.

WATER QUALITY & DRAINAGE CODE
Performance Criteria and Acceptable Solution
Noosa Civic Stage 2 Retail Development
29 September 2023

               PERFORMANCE OUTCOMES                                                ACCEPTABLE OUTCOMES                                                           RESPONSE

     6. bed and bank stability.                                    stable channel over the long term and minimal potential for
                                                                   pest plant species.

                                                                   AO11.4

                                                                   Water Sensitive Design measures are incorporated into the
                                                                   development, as detailed in the document Water Sensitive
                                                                   Designs small improvements, new ideas, concepts and
                                                                   sketch designs for stormwater filtration systems (Healthy
                                                                   Waterways Water by Design).

                                                                   AO11.5

                                                                   Floodplain management is designed in accordance with the
                                                                   Framework for the Integration of Flood
                                                                   and Stormwater Management into Open Space published by
                                                                   Healthy Waterways Water by Design (version current at the
                                                                   time of development application)

PO12                                                               AO12.1                                                             No increase in peak runoff from site will occur as part of the
Development protects in-stream ecology by maintaining pre-         Where run-off from or within the site passes through or            proposed development. Refer Stormwater Management Plan
development low flow discharge regimes and maintaining fish        drains to natural channels, waterways or wetlands,                 for further information.
passages.                                                          development protects in-steam ecology by maintaining pre-
                                                                   development low flow discharge regimes in accordance with
                                                                   the frequent flow management objectives in PSP6
                                                                   Engineering Design Standards - Roads, drainage and
                                                                   earthworks

                                                                   AO12.2

                                                                   Instream structures such as roads, bridges, culverts, and
                                                                   other stormwater infrastructure do not cause barriers to fish
                                                                   passage and facilitate the movement of terrestrial and
                                                                   aquatic fauna along waterway corridors.

                                                                   AO12.3

                                                                   Benthic substrate retains a continuous grade with the
                                                                   direction of flow consistent with the natural bed profile.

https://mpncnetau.sharepoint.com/sites/administration/shared documents/9000-9999/9900-9999/9954/codes/29-09-23 water quality & drainage code.docx
                                                                                              Page 7

Used in these records

About this file

File size
16.8 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Appendix C- Civil Engineering Report.pdf · 16.8 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

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”.