RFI (rec. 5.06.26) 2567 - 18 Taylor Court, Cooroy - RFI Response Letter - 08.05.2026

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         Due to grading constraints of the site, the piped drainage system has been
         designed to convey the 1% AEP. All undeveloped upstream catchment, with the
         exception of the small catchment naturally draining to Taylor Court, can be
         conveyed by piped drainage to the ultimate basin. Temporary diversion drains
         and field inlet pits are provided to maximise catchment diversion to the basin
         with each successive stage, as shown on revised drawings (refer Sheets C101
         and C102).

         A construction phase erosion and sediment control plan will be required to be
         prepared by the contractor and certified by a suitably qualified person prior to
         commencement of works. The contractor is required to maintain appropriate
         erosion and sediment control measures throughout construction and all interim
         stages of the works.

    •    Item 6 – Bioretention / Detention Basin
         The bioretention basin is a private asset and will not be transferred to Council.
         Maintenance is the responsibility of the body corporate.

         The requirement for dedicated maintenance access under PSP6 is directed at
         Council contributed assets. Its application to a private asset is not considered
         warranted in this instance.

         The proposed 1:3 batter from the adjacent driveway to the basin floor provides
         suitable access for maintenance purposes. This approach is consistent with
         comparable privately maintained bioretention systems constructed throughout
         the estate. This item is considered addressed.

    •    Item 7 – PWD Park
         This item has been addressed. The proposed landscape infill has been
         relocated accordingly. Refer to the revised Civil Engineering Drawings included
         in Appendix A.

    •    Item 8 – Waste
         The Waste Management Plan (WMP) and associated turning path plans have
         been amended. Refer to the updated Waste Management Plan included as
         Appendix C. The development proposes the use of 2m³ bins serviced by a front
         lift waste collection vehicle (HRV), in accordance with Noosa Council
         requirements.

         Swept path analysis has been updated to reflect the appropriate front lift vehicle,
         including the required directional travel path through the site for each stage of
         development. Manoeuvring of the vehicle has been demonstrated for each
         stage of the development and is detailed in Section 4.3 of the WMP, allowing
         for the WCV to enter and exit in a forward direction with each successive stage.

         All bin storage areas shall be constructed to meet the minimum requirements
         provided in Noosa Council PSP, Schedule 6.10.5 – Waste management design


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         criteria. A bunded area is to be provided for bin washdown to ensure that all
         washdown water is contained and directed to a sewer connection in accordance
         with Council requirements. A water supply, including a tap with hose connection,
         will be provided within the bin storage area to facilitate cleaning. The design of
         the internal hydraulics has not yet been completed but will be undertaken to
         meet the requirements of Noosa Council PSP. All bins shall be washed within
         the designated bunded area.


Should you have any queries with respect to the above, please contact the
undersigned.

Yours Sincerely,


AUTHORED BY




EBONY AFIOUNI – Undergraduate Civil Engineer
DipEng



APPROVED BY




TIM BURKE – Director
BEng (Civil), CPEng, MIEAust, RPEQ (25245), NER

For and on behalf of:
BARLOW SHELLEY PTY LTD




2576 – 18 Taylor Court, Cooroy – RFI Response Letter – 08.05.2026                         3
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