Skip to the record
Noosa's #1 Council Tracker.

Original source · versioned page text

MCU14/0056 - Attachment H -Economic Needs Assessment

of 140

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 (12.3 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.

                               Corner Myall Street & Ferrells Road Cooroy, QLD 4563
                                                          Water Supply & Sewerage Reticulation Code



Water Supply & Sewerage Reticulation Code
Specific Outcomes                                     Acceptable Solutions/Probable Solutions                       Compliance
                                                      Engineers Australia (Queensland Division) Soil Erosion and    control measures as shown on the
                                                      Sediment Control - Guidelines for Queensland Construction     preliminary civil engineering design
                                                      Sites.                                                        drawings.
O10 Sewerage reticulation infrastructure is           No solution provided.                                         The proposed development works will
proven to be suitable for its use prior to Council                                                                  comply with this requirement, with
accepting the dedicated asset.                                                                                      the proposed internal sewer
                                                                                                                    reticulation being privately owned
                                                                                                                    and constructed in accordance with
                                                                                                                    AS3500.
                                                                                                                    Sewer reticulation will be designed
                                                                                                                    and constructed in accordance with
                                                                                                                    SEQ D & C Code and PSP6 Engineering
                                                                                                                    Design Standards – Water and
                                                                                                                    Sewerage.
O11 Sewerage reticulation infrastructure is           No solution provided.                                         The proposed development works will
provided with all supporting technical                                                                              comply with this requirement.
documentation.
O12 Where buildings or other structures are           S12.1 The footing of any structure or building is located     Not applicable, as no buildings are
developed adjacent to Council’s sewerage              clear of the zone of influence but no closer than 1.5m        proposed adjacent to existing
reticulation infrastructure; satisfactory provision   (measured horizontally) from infrastructure including         infrastructure.
is made to protect the infrastructure from            sewers, water mains and stormwater structures; AND
physical damage and to allow ongoing
                                                      S12.2 A registered easement in favour of Council is created   Not applicable, as no buildings are
maintenance by Council.
                                                      over all underground infrastructure located in private        proposed adjacent to existing
                                                      property; AND                                                 infrastructure.
                                                      S12.3 The width of the easement is the greater of 3m or       Not applicable, as no buildings are
                                                      the width of the zone of influence; AND                       proposed adjacent to existing
                                                                                                                    infrastructure.
Log in to download the original file

MCU14_0056 - Attachment H -Economic Needs Assessment.pdf · 12.3 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”.