Development Assessment Report - 193 Sankeys · MCU25/0022

                                                                              Local Planning Interests – Noosa Plan 2020


beyond the building footprint. A block retaining wall (sandstone block wall) is proposed at the dwelling house site with
a maximum height of 2.4 relative to the natural ground level.
The proposed dwelling and shed sit within the canopy height of the prevailing vegetation and have been positioned
where minimal vegetation removal will be required in contrast to the balance of the site. The proposed structures are
designed to integrate into the landscape rather than dominate it through balancing the performance outcomes of
PO15.
Building materials, finishes and colours will be selected to complement the natural setting and integrate with the
landscape. Further details on building materials and finishes will be provided as part of a building approval application.
The proposed development is deemed to satisfy the Performance Outcome PO15 of the Rural Zone Code and should
be supported by council.



6.3       Low Density Housing Code
In accordance with Table 5.5.13 (Table of Assessment – Rural Zone) Acceptable Outcomes AO2.1, AO3, AO5.2, AO5.3,
AO8, AO9, AO12, AO13, AO14, AO15, AO16, AO18, AO19, AO21 and AO22 of the Low Density Housing Code are
applicable to the assessment of the development. The below assessment, refer Table 6-4, demonstrates that the
development satisfies all applicable benchmarks, with the exception of AO9, AO14 and AO22, which are addressed
within Section 6.3.1 below.


Table 6-4: Low Density Housing Code Acceptable Outcome Benchmark Assessment

AO2.1                   The dwelling is not a removal home

AO3                     The dwelling does not include a secondary dwelling

AO5.2 & AO5.3         The proposed dwelling will be compliant with the minimum supply capacity for rain
                      water provisions with further details to be supplied with the building application.
                        An on-site domestic wastewater evaluation report has been prepared by North
                        Coast Geomechanical Consultants (refer Appendix D), which demonstrates the
                        size of the effluent treatment system required for the development.
                        The indicative location presented within the report complies with minimum set-
                        back requirements and is proposed to be adopted (noting the disposal area does
                        not require to be cleared of vegetation).

AO8.1 – AO8.3           As per the Driveway Proposal Plans (Appendix A), a new access is proposed as the
                        existing access point on the property (used by neighbouring Lot 12 on RP216727)
                        does not provide a suitable location or levels for the proposed dwelling.
                        It is noted that the site does not have a footpath along its frontage and the
                        development does not seek to remove or inhibit the existing access point on the
                        property (used by neighbouring Lot 12 on RP216727)

AO12                    There is no mapped stormwater infrastructure within proximity to the driveway
                        crossover in Sankeys Road

AO13.1 – AO13.2         As per the Driveway Proposal Plans (Appendix A), the development will match in
                        neatly with the existing access road within the road reserve and the disturbed
                        areas adjoining the driveway will be stabilised following works. Any existing trees
                        on public land will be avoided




 DEVELOPMENT ASSESSMENT REPORT             Internal Ref. 2022026-RPT-001
 193 Sankeys Road, Federal                 21 February 2025                                                            19
 Prepared for Lachlan Robins