Sealed Judgement Neate 1219 of 2020 · MCU18/0015

11 August 2023
620.30359-L04-v0.1.docx



Connor O'Meara Solicitors
Level 4
10 Eagle Street
BRISBANE QLD 4000


Attention:       Alastair Storie


Dear Alastair

DAVID WILLIAM NEATE v NOOSA SHIRE COUNCIL
PLANNING & ENVIRONMENT COURT APPEAL No 1219 OF 2020
RESPONSE TO MEDIATION AGREEMENT
I refer to our recent discussions in respect of this matter, and the Mediation Agreement of 20 July 2023. In
accordance with the requirements of that agreement, I have prepared the following information relevant to the
construction of the sewer and stormwater drainage solutions for the site.

The construction methodology for the project will involve the following requirements:
•    Two directional drilling exercises will be required to install the sewer and stormwater drainage infrastructure
     needed to service the development.
•    In the first instance, it is expected that the sewer lines from each residence will connect to a private sewer
     running along the western boundary of the site either directly adjacent to the driveway or beneath it. Each
     residence will require a private pump to lift the sewage to the level of the driveway. Alternatively, it may
     be possible to have a single collection manhole at the northern end of the site which would collect all sewage
     from the contributing units using gravity flow, with then a single pump lift back to the main sewer. However,
     installation of this system will depend on the space available within the site outside of the building
     footprints.
•    The private sewer will be required to be installed during the construction phase for the driveway. At the
     northern end of the driveway, the sewer will be directionally drilled in a north to north-westerly direction
     to connect to existing sewer manhole SM2668739. The sewer line within the boundaries of the site will be
     the responsibility of body corporate, while that part west of the property boundary will be in public
     ownership. A possible alignment for this sewer is shown on the following plan.




                          SLR Consulting Australia Pty Ltd Level 16, 175 Eagle Street Brisbane QLD 4000 Australia (PO Box 26 Spring Hill QLD 4004)
                                                                                                T: +61 7 3858 4800 E: [email protected]
                                                                                                      www.slrconsulting.com ABN 29 001 584 612
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