631_IPS Planning Report · MCU23/0030

IPS REF: 631



 iv.    Refuse collection – The proposed dwelling will be afforded refuse collection from kerbside by the
        Council Contractor.

  v.    Infrastructure servicing – The proposed dwelling is within the urban boundary and therefore will
        have the ability to be connected to reticulated water supply, sewerage, stormwater drainage and
        telecommunications infrastructure network. The proposed design ensures that no runoff crosses
        the side boundaries or worsens conditions to any adjoining properties or allotments.

3.3     Supporting Technical Reports

In support of this development application, the following specialist reports listed in Table 5 below have
been commissioned and accompany this planning assessment report:

Table 5: Supporting documentation
 Report title                     Prepared by                        Date               Reference
 Engineering Report               Walsh Consulting Engineers         February 2023      Attachment 3

 Geotechnical Investigation &        Tectonic Geotechnical &         February 2023      Attachment 4
 Acid Sulfate Soil Management        Environmental Engineers
 Plan

A summary of the supporting technical reports commissioned to support the proposed MCU (Dwelling
House) and associated operational works development is provided below.

  i.    Summary of Engineering Matters – An Engineering Services report was undertaken to ensure the
        proposed development can satisfy Council’s requirements and environmental and safety
        expectations specified in the relevant parts of the Noosa Plan 2020 relating to infrastructure,
        services and utilities. Additionally, the services report addressed the proposed Waste
        Management, Stormwater Management, Flooding and Earthworks proposed for the
        development. The report concluded that the proposal can appropriately meet the Council
        requirements for the development works. For further detail please refer to Engineering Services
        Report included at Attachment 3.

  ii.   Summary of Geotechnical Matters – Geotechnical Investigation was undertaken to ground truth
        the site geotechnical constraints. The investigation comprised a site walk-over survey, as well as
        the drilling of boreholes at two locations across the site. Along with an Acid Sulfate Management
        Plan, the report provides geotechnical recommendations regarding earthworks, footings,
        retaining walls and groundwater management. Further details in relation to the geotechnical
        engineering assessment can be found in the Geotechnical Report included at Attachment 4.




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