002 ECM_22987051_v1_Decision Notice 2005 307 · 132005.307.01

                NOOSA COUNCIL IDAS Development Application Decision Notice                                                           5

                Town Water Supply
                23.     The dwelling shall be connected to Council’s existing town water supply and be constructed in accordance
                        with Council’s standards and requirements at no cost to Council.
                Earthworks
                24.     Earthworks carried out on site shall not affect the structural integrity of any of the existing fences or
                        structures that border the development site. Fences that are affected shall be replaced prior to plan
                        endorsement. In this regard any fences to be replaced shall be clearly shown on the plans submitted for
                        Operational Works approval.
                Site Stability
                25.     A Geotechnical Engineer or similar qualified expert shall assess the soil condition on site, determine the
                        soil classification, establish whether any measures are required to protect the stability of adjoining
                        buildings and/or structures, and make recommendations on the type of foundation system(s) best suited
                        for the proposed development. This information shall be submitted to the Council prior to obtaining a
                        Development Permit for Operational Works.
                Erosion and Sediment Control
                26.     Any person acting on this permit shall prevent erosion and sediment export from leaving the site. Site
                        control measures such as silt fencing, controlled gravel access to the site and controlled disposal of waste,
                        will be necessary.
                        In this regard plans detailing the methods of controlling erosion and sediment are required to be submitted
                        to the Council for approval prior to obtaining a Development Permit for Operational Works.
                General
                27.     Any damage caused to any public utility during the course of construction shall be repaired to Council’s
                        standards and at no cost to Council.

                28.     Any alteration of any public utility or other facilities necessitated by the development of the land or
                        associated construction works external to the site shall be at no cost to Council.

                29.     The transportation of all materials to and from the site shall be undertaken in a manner such that no
                        particle matter escapes onto a public road. All vehicles carrying materials either to or from the site shall be
                        covered to prevent materials including dust being windblown from the vehicle.

                Building Services

                30.     The Geotechnical report prepared by Golder Associates Pty Ltd is approved subject to the following
                        conditions:-

                        30.1. There is to be no uncontrolled discharge of water onto the slope;

                        30.2. Stripping of vegetation for construction purposes should be minimised. If vegetation is destroyed it
                              should be reinstated immediately after construction is completed;

                        30.3. Additional load due to fill, construction equipment or stockpiled materials should not be located on
                              the dune slope;

                        30.4. The use of vibratory equipment of any kind is not permitted to be used, including vibrating rollers,
                              the use of vibrating installation techniques for sheet piling and other construction vibrations caused
                              by excavating, earthmoving or demolition machinery or other similar construction techniques;

                        30.5. A RPEQ is to be engaged by the client to oversee the piling works;

                        30.6. The applicant’s Geotechnical engineer will be required to be on site for the whole of the time during
                              any major excavation. The construction of the whole of the foundations is to be supervised and
                              directed by a consulting Geotechnical engineer. If there is a risk of sand movement occurring, all
                              work shall be suspended until such steps, approved by the applicant’s Geotechnical engineer, have
                              been taken to ensure that no further slippage will result.




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Document Set ID: 22987051
Version: 1, Version Date: 22/04/2024