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Scg 33007(L1)

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                                                                                            SCG Consulting Engineers
                                                                                            ABN 68 669 675 790


                                                                                            Unit 1/11 Project Avenue,
                                                                                            Noosaville QLD 4566

                                                                                            P: 07 5455 5604
                                                                                            E: [email protected]
28 November 2025
SCG Ref: 33007(L1)

By email: [email protected]



RL Kirk
C/- Brennan Planning Pty Ltd 44 Maple St
COOROY QLD 4563



Dear Sir/Madam

           Re: OPW25/0175 Vehicle Crossover ~ Lot 2 RP101395 #19 Warana St, Noosa Heads

We have reviewed Noosa Council’s request for information dated 7 November 2025 and provide our response to
the Engineering related items.

Issue 1: Earthworks

        The proposed driveway and crossover design incorporates earthworks fill and associated
        batters within the verge. The batter extends toward the frontage of the neighbouring
        properties, which features existing driveways sloping down from the roadway. Council has
        concerns that the current proposal may redirect stormwater runoff toward adjacent property.

        Demonstrate compliance with PO11(a) of the Low Density Housing Code.


Response:

A site inspection was undertaken to review Council’s concerns regarding potential redirection of stormwater
runoff. It was observed that the neighbouring property at 17 Warana Street sits notably higher at the shared
boundary and has constructed a batter that falls back toward the subject site (refer to Figure 1).
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                             Figure 1 – Site Photo looking towards 17 Warana St.

Given these existing ground levels, the minor filling associated with the proposed driveway and crossover will
remain lower than the neighbouring driveway. Accordingly, the finished surface will continue to direct
stormwater runoff toward the subject property, and no adverse redirection of overland flow toward adjacent
properties is expected.



If you require any further information, please do not hesitate to contact our office.


Yours faithfully




TOM HARRINGTON – RPEQ 27698
For and on behalf of
SCG CONSULTING ENGINEERS


Enc      SCG Drawings Numbers: SCG 33007 -




SCG Consulting Engineers                              Page 2 of 2                               SCG Ref:33007 (L1)

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