Appendix C- Serviceability Report · MCU23/0078

3.8     GAS

        The NPN Asset Plans from a Dial Before You Dig investigation indicate that there is no gas reticulation infrastructure in the
        vicinity of the development.


      NOOSA SHIRE COUNCIL CODES

        The relevant Noosa Shire Council Codes with respect to engineering aspects for assessment of the Development Application
        have been addressed. The codes will assist in assessing operational works requirements. The codes addressed in this report
        include: -


            −    Acid Sulfate Soils Overlay Code;
            −    Earthworks Code; and
            −    Water Quality and Drainage Code.


        The completed codes can be found attached in Appendix D of this Report.


      SUMMARY

        This reporting relating to the proposed mixed-use development located at 28 Eenie Creek Road, Noosaville, has shown the
        following:

            −    The proposed development site has no flood levels or flags for building or development purposes and is expected
                 to be at low risk of flooding;

            −    New stormwater connections are proposed from the development site to the existing stormwater piped network
                 located along the private access roadway and the adjoining environmental zone and natural drainage channel;

            −    Stormwater detention is proposed as there will be an increase to the impervious area of the site as a result of the
                 proposed development, which will take the form of below-ground detention tanks;

            −    In accordance with the State Planning Policy and Noosa Shire Council Planning Scheme, stormwater quality
                 treatment measures are proposed as the site area is over 2,500m2, and treatment devices will be located within the
                 below-ground detention tank systems;

            −    Earthworks will be required for basement excavation and construction, and to provide appropriate surface
                 carparking grades;

            −    Basement access and loading dock access to the western development site is proposed via two new crossovers
                 from the existing private access road (Main Street);

            −    Surface carparking and loading dock access to the eastern development site is proposed via two new crossovers
                 from the existing private access road (Main Street);

            −    Sewer and water connections to the existing infrastructure along the private access roadway are proposed to
                 adequately service the development site; and

            −    There is existing electrical and telecommunications infrastructure surrounding the development site which may be
                 used to service the development site.




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