SUPERSEDED Decision Notice - Change to an Existing Approval - 010.2005.00001189.004 [As Published] · 132005.1189.04

                                                                                      2005/1189

60.   No building or other structure shall be constructed or encroach over an easement. Any
      building or structure within proximity of an easement or any other public utility’s underground
      must have its foundations designed so that no surcharge loads are imposed upon such
      underground infrastructure. Foundations must be taken down a minimum of 1.0m below a line
      of influence measured 1.0m in the direction of the foundation from the centreline of the closest
      underground service and along the natural angle of repose of the foundation soil type(s).
      Plans, and supportive documents, detailing these proposed foundations shall be designed by
      a registered practicing Geotechnical Engineer and submitted with the application for a
      Development Permit for Operational Works.
Headworks Contributions
61.   Contributions shall be paid to Council in accordance with Planning Scheme Policies PSP28
      and PSP30 on Water Supply Headworks Contributions and Sewerage Headworks
      Contributions respectively and at the rates applicable at the time of payment. An estimate
      only of the contribution rates under the current policies is outlined below. These amounts will
      adjusted in line with changes to the Consumer Price Index, All Groups Brisbane from
      December 2005 until the date of payment.
      Water Supply       $6,953
      Sewerage           $7,670
      TOTAL              $14,623
      All headworks contributions must be paid prior to the issue of a Development Permit for
      Operational Works.
      Alternatively a trading bank guarantee shall be submitted to Council plus 20%. Should the
      headworks contributions not be paid at the due time, Council shall call upon the trading bank
      guarantee in full.
      In the event that the Development Permit for Material Change of Use of Premises lapses or is
      cancelled, the contribution or trading bank guarantee will be returned.
Acid Sulfate Soils
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62.   As the site is located below the 5m AHD, any excavation works consisting of 100m or greater
      will need to be carried out in accordance with State Planning Policy 2/02 Planning and
      Managing Development Involving Acid Sulfate Soils. In this regard appropriate testing and
      supporting documentation prepared by a suitably qualified specialist shall be submitted to
      Council for approval prior to obtaining a Development Permit for Operational Works.
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63.   As the site is located below the 5m AHD, any filling works consisting of 500m or greater and
      with an average depth of 0.5m or greater will need to be carried out in accordance with State
      Planning Policy 2/02 Planning and Managing Development Involving Acid Sulfate Soils. In this
      regard appropriate testing and supporting documentation prepared by a suitably qualified
      specialist shall be submitted to Council for approval prior to obtaining a Development Permit
      for Operational Works.
Earthworks
64.   Filling works required on site shall be carried out in accordance with Section 3.8 of Council’s
      Engineering Design Standards Manual and 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.




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