P0433-25-001_17_Bottlebrush_Avenue_ESR · MCU26/0001

Executive Summary
RECOR has been engaged by Made Capital to prepare an Engineering Services Report (ESR) to support a
Development Approval and Operational Works application to Noosa Shire Council (NSC), and any nominated
referral agencies, for a Material Change of Use (MCU) at 17 Bottlebrush Avenue, Noosa Heads (Lot 143 RP88934).

The proposal seeks to replace the existing single residential dwelling with a multiple residential dwelling and
includes stormwater drainage and detention works, water and sewer servicing, and driveway access
arrangements. This ESR outlines the proposed engineering servicing strategy and identifies the key engineering
planning considerations relevant to the application.

The report assesses key servicing opportunities, constraints, and requirements associated with existing site
conditions, proposed earthworks, vehicle access, utility servicing, and Erosion and Sediment Control (ESC). It
demonstrates that the development can be appropriately serviced by existing local infrastructure networks—
including stormwater, water, sewer, electricity, and telecommunications—while meeting NSC standards and
guidelines.

The key engineering considerations and servicing strategy are summarised below:



    •   Site Access – An existing driveway from Bottlebrush Avenue will provide access to the site during
        construction. The proposed development includes a new internal driveway to service the on-site car
        parks.

    •   Earthworks – Site regrading will direct overland flow into a pit and pipe system conveying runoff to the
        southwest into a detention tank. Retaining walls and earthworks will be required to achieve compliant site
        grading.

    •   Erosion and Sediment Control – An ESC Plan will be prepared at the operational works stage to ensure
        appropriate sediment, erosion, and dust control measures are implemented throughout construction.

    •   Flood Overlay – Flood mapping indicates that the site is not affected by flooding or overland flow.

    •   Stormwater / Drainage – Internal drainage will convey runoff to the proposed detention tank for storage
        and controlled discharge to a single lawful point of discharge, in accordance with NSC requirements and
        relevant Australian Standards.

    •   Sewer Infrastructure – Unitywater sewer reticulation is located within the southern corner of the site,
        providing a potential connection point, subject to Unitywater approval.

    •   Water Infrastructure – A potential water connection exists via the existing 100 mm diameter water main
        in Bottlebrush Avenue. Final suitability will be confirmed through the Unitywater connection application
        process.

    •   Electrical and Telecommunications – Electrical supply is available via the existing overhead service within
        the Bottlebrush Avenue verge. NBN and Telstra services are also available within Bottlebrush Avenue,
        providing suitable connection points.




 17 BOTTLEBRUSH AVENUE, NOOSA HEADS
                                       7 January 2026                                                   P a g e |4
 Engineering Services Report
 Client Reference: P0433-25-001
 Prepared for Made Capital PTY LTD