SUPERSEDED - MCU18 0048 - Decision Notice · MCU18/0048.02

12.   Trees in the road reserve must be protected from construction activities by:
       a.      clearly marking vegetation with flagging tape
       b.      installing protective fencing around the drip line of the vegetation
       c.      restricting stockpiling, storage and vehicle parking to those areas which are already
               cleared
       d.      using low impact construction techniques around vegetation.
      Site Access and Driveways
13.   A sealed access driveway must be provided from Arakoon Crescent to all parking areas of
      the development. The works must be undertaken in accordance with an Operational Works
      approval and be generally in accordance with drawing number 28045-DR1 prepared by SCG
      Consulting Engineers dated April 2018 and Council’s standard drawing RS-049 and RS-050.
      Stormwater Drainage
14.   The site must be provided with a stormwater drainage system connecting to a lawful point of
      discharge. The works must be undertaken generally in accordance with drawing number
      28045-SW1 prepared by SCG Consulting Engineers dated April 2018.
      Geotechnical Stability
15.   All works must be carried out in generally in accordance with the recommendations contained
      in the following:
      a.    The Soil Test and Footing Report, report number 28045(S) prepared by SCG
            Consulting Engineers dated 19 March 2018, and
      b.    The Slope Stability Assessment, report number 28045(SL) prepared by SCG
            Consulting Engineers dated 19 March 2018.
16.   Certification must be submitted to Council from a qualified person* which certifies that the
      development has been constructed in accordance with the recommendations contained in
      The Soil Test and Footing Report, report number 28045(S) prepared by SCG Consulting
      Engineers dated 19 March 2018, and The Slope Stability Assessment, report number
      28045(SL) prepared by SCG Consulting Engineers dated 19 March 2018 and that the
      development has a minimum factor of safety against landslip of 1.5 in the long term. *(Refer
      to advisory Note)
      Earthworks and Retaining Walls
17.   All fill, batters, retaining walls and associated foundations must be contained entirely within
      the subject site unless written permission from the respective landowner(s) is provided to
      Council.
18.   All earthworks must be undertaken in accordance with the provisions of Australian Standard
      AS3798: Guidelines on Earthworks for Commercial and Residential Developments.
19.   All retaining walls must be designed and constructed in accordance with the planning scheme
      and must be certified by an RPEQ where exceeding 1.0m in height. All retaining walls that
      are publicly accessible and exceed 1.0m in height must be fitted with a commercial grade
      safety fence.
      Erosion and Sediment Control
20.   Prior to the completion of the development, all site surfaces must be effectively stabilised
      using methods which have achieved effective short-term stabilisation and which will continue
      to achieve effective stabilisation in the medium to long-term. For the purpose of this condition,
      an effectively stabilised surface is defined as one that does not, or is not likely to result
      in visible evidence of soil loss caused by sheet, rill or gully erosion or lead to sedimentation,
      or lead to water contamination.




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