Minor Change Existing Approval 132008 478 02 {As Published}

               40.    Fill shall be compacted to 95% relative dry density as per Main Roads Department Test No.
                      Q8A. A registered practicing Geotechnical Engineer shall supervise all the placement of fill
                      and shall certify that all lots have been compacted to the required standard. Any existing fill
                      on the site that does not comply with Council’s requirements shall be removed at the direction
                      of the Manager - Land Development prior to additional filling works commencing.
               41.    Prior to excavating any material to be used for fill on this site, a Development Permit for
                      Operational Works shall have been obtained for the site from which the excavated material
                      is taken. A soil report shall be submitted with the application certifying that the material is
                      free of acid sulphate soils and other deleterious materials.
               42.    Filling works required on site shall be carried out in accordance with Council’s Planning
                      Scheme Policy PSP5 – Engineering Design Standards, so as not to cause the additional
                      ponding of water on any adjoining lands or the blockage of, or interference with, any natural
                      watercourses. Detailed site surveys indicating natural surface levels and contours of the
                      adjoining properties must be provided with the application for a Development Permit for
                      Operational Works for Filling and Drainage.
                      This may require the design and construction of drainage pipes and/or an overland flow-path
                      within the development site that caters for drainage from the adjoining sites for a design
                      storm with an Average Recurrence Interval of 1 in 100 years. A private easement for the
                      Drainage of Water encompassing the drainage pipes or overland flow-path will also be
                      required. In this regard a Development Permit for Operational Works shall be obtained.
                      Should evidence be provided to Council indicating that no additional ponding of stormwater
                      will occur on the adjoining properties the requirement for the drainage pipes, overland flow-
                      path and easement shall not apply.
               43.    Earthworks carried out on site shall not affect the structural integrity of any of the existing
                      fences and/or structures and/or lands that border the development site. Fences that are
                      affected shall be replaced prior to the Building Certifier issuing the Certificate of
                      Classification. In this regard any fences to be replaced shall be clearly shown on the plans
                      submitted for Operational Works approval.
               Erosion and Sediment Control
               44.    Detailed staged Sediment and Erosion Control Plans are to be prepared for the site and shall
                      be prepared to the reasonable satisfaction of Council and be generally in accordance with
                      the Institution of Engineers Australia ‘Engineering Guidelines for Queensland Soil and
                      Sediment Control’ (June 1996) and in particular using Checklist No. 3 from that document.
                      The sediment and erosion plans shall cover all development on site (during the construction
                      and establishment phases) including rehabilitation and remediation. The focus of the
                      sediment and erosion control plans should be to control construction phases. The
                      Stormwater Management plan for the site shall include a section addressing erosion and
                      sediment control during the operational phase. Council officers require a wash down area for
                      construction vehicles. Erosion and sediment control plans shall be submitted with
                      Operational Works and shall be prepared to the reasonable satisfaction of Council.
               45.    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.
               Contributions Towards Council Infrastructure
               46.    Monetary contributions shall be paid to Noosa Council towards the cost of providing and/or
                      upgrading various infrastructure at the rates applicable at the time of payment. An estimate
                      only of the contribution amounts under the current Council policies and requirements is
                      outlined in the table below:



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Document Set ID: 21473277
Version: 5, Version Date: 18/05/2021