Decision Letter - Change to an Existing Approval [As Published] · 132005.1148.02

                                                                                        2005/1148

35.   The footings and foundation works shall be founded to a depth recommended by a
      geotechnical engineer. Any shallow footings or ground bearing slabs design shall address the
      potential of slope movement in detail.
Erosion and Sediment Control
36.   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. Giving the sensitivity of the site the type of
      erosion control devices and the manner of their installation shall not comprise the integrity of
      the sand dune and the steep slope.
37.   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.
Pathway Contributions
38.   A pathway contribution of $630.00 towards external major pathways, in accordance with
      Planning Scheme Policy PSP41 Pathway Trunk Network Contributions, shall be paid to the
      Council prior to obtaining a Development Permit for Building Works. This amount will be
      subject to variations in the Consumer Price Index, All Groups Brisbane from September 2005
      until the date of payment.
General
39.    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.
40.   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
41.   Side fences/walls shall not exceed 2.0 metres above natural ground level.
42.   The applicants geotechnical report has been assessed and the following conditions are
      applicable:-
      42.1. A condition survey is to be carried out of adjoining buildings, structures and services
            prior to any demolition works or construction works taking place on site. If distress
            already exists, a photographic survey shall be undertaken, the distress measured and a
            plan to monitor changes to distress shall be implemented;
      42.2. The applicant shall undertake all reasonable measures to protect the adjoining
            properties from any damage resulting from the proposed building work;
      42.3. A RPEQ is to be engaged by the client to oversee the piling works;
      42.4. The applicant’s Geotechnical engineer will be required to be on site as required for and
            during any major excavation and to immediately reassess the site should the ground
            conditions substantially deviate from the initial appraisal and to further notify council of
            the changes;
      42.5. The construction of the whole of the foundations is to be overseen 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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