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Town Planning Report · MCU23/0135
PLAN DESIGN DELIVER 3.4.6 PROVISION OF INFRASTRUCTURE Water The proposed development will connect to the existing internal water reticulation system that runs along the internal road verge and will utilise the existing connections to the authority mains. Any upgrades to the existing system will be determined in consultation with the hydraulic consultant and Unitywater during the detailed design stage of the development. Refer to Civil Engineering Report (Appendix C) for more details. Sewer The proposed development will connect existing gravity sewer main situated within the access road adjacent to the Noosa Civic to the south of the proposed new retail development. It is proposed that a new property connection will be constructed from the existing sewer to service the new retail. Refer to Civil Engineering Report (Appendix C) for more details. Stormwater The location of the new Stage 2 retail is over existing impervious area and as such will not increase the sites percentage impervious or peak runoff volume and the stormwater discharged from site will remain consistent with the existing retail development discharge. Stormwater runoff from the new roof and car park areas in the development will be directed to a series of bioretention basins for stormwater quality treatment. The existing car park will continue to drain to the remaining bioretention basins which will be retained as part of the Stage 2 retail development. Refer to Civil Engineering Report (Appendix C) for more details. Electricity, telecommunications & gas The proposed development will be serviced by existing underground electricity and telecommunications services in the retail centre, which will be extended into new retail development to provide the required level of service. There is no existing gas infrastructure in the vicinity of the site for the development to connect to. Refer to Civil Engineering Report (Appendix C) for more details. Planning Report | 15
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