001A5368.001

3.    The construction and operational phase must be carried out, in accordance with the Attunga
      Heights Detailed Environmental Management Plan (EMP) - Attunga Heights Residential
      Development – by Chenoweth Environmental Planning & Landscape Architecture dated 20
      January 2009, and any subsequent amendments approved by Council, except where modified
      by the conditions contained herein.
4.    Construction works shall be carried out in accordance with the Construction Management Plan
      – Attunga Heights – by Opus Qantec McWilliam revised 25 February 2008 and subsequent
      amendments approved by Council.
5.    The temporary crossing will be constructed generally in accordance with the methodology
      contained in the email from Mike Gould of Opus Qantec McWilliam dated 21 April 2008 and
      shall ensure that any machinery should not be allowed to come into contact with the existing
      surface of the creek/watercourse and its banks and if necessary the rock will be removed by
      hand. These works are only to allow access for the permanent bridge construction and will be
      removed as soon as possible and generally in accordance with the timeframe set out in the
      email from Mike Gould of Opus Qantec McWilliam dated 26 March 2008. The methodology
      and timeframe should be included in the construction management section of the EMP to be
      submitted for approval.
6.    The document titled “Attunga Heights, Noosa Stormwater and Water Quality Management
      Plan” by Opus Qantec McWilliam dated December 2007, shall be amended and submitted for
      approval prior to the commencement of the works on site. The following matters are to be
      addressed in the amended document:
      b.   Diagrams of the entire development indicating the treatment train for the construction
           stages and the operational phase of the development shall be included and shall show
           approximate location of all tanks, lines, gross pollutant traps, infiltration swales etc.
      c.   Detail shall be included describing the appropriate type and location of discharge points
           for rainwater tanks overflows to ensure that no scouring of the creek/watercourse or
           slope will occur.
      d.   A section shall be included addressing how the impact of fertilisers will be managed to
           ensure that water quality objectives for nutrient levels are to be met.
      e.   Detention shall be added to ensure that no increase in flows occurs even for the Q2 and
           Q5 events.
      f.   Results
      g.   of all modelling shall be verified using data from the Tewantin rainfall gauge.
7.    The Car Parking Layout Plan shall be revised to indicate the provision of three (3) motor
      cycle/bicycle spaces as required by condition No 69 of Ministerial Decision.
8.    Regular maintenance must be carried out on all sediment controls including testing and
      treatment as required by the EMP or additional testing and treatment as required by Council’s
      Chief Executive Officer (CEO).
9.    The use of “hay bales” is not permitted for sedimentation control however the use of “straw
      bales is permitted.
10.   All disturbed areas are to be revegetated by hydromulching within 10 days following the
      completion of earthworks. Additional hydromulching maybe needed as required by the
      Council’s CEO.
11.   The construction of the proposed retaining and supporting walls shall not have any adverse
      affects on the stability of adjoining lands. In this regard a Registered Professional Engineer
      Queensland shall supervise the structural works of the site and the construction of the new
      works to determine whether any additional measures are required to protect the stability of
      adjoining lands.


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