2015-10-13 Planning & Organisation Committee Agenda

PLANNING & ORGANISATION COMMITTEE MEETING AGENDA                       13 OCTOBER 2015


          Water Quality and Quantity
    40.   Except as otherwise modified herein, the development must be designed,
          constructed and maintained to achieve the stormwater quality and quantity
          outcomes detailed in the Stormwater Management Plan for 30-32 Doonella
          Street, Tewantin Rev A by AquaIntel Pty Ltd dated 12 August 2015 (Doc No
          2014027 RPT 001).
    41.   The development must include measures to prevent oils, hydrocarbons or other
          pollutants likely to be released in basement areas from being released into
          Council’s Stormwater system or other receiving waters.
    42.   Water quality treatment devices must be shaped and designed to be low
          maintenance, and integrate into the landscape. Where bioretention devices are
          proposed, the Operational Works Application for Stormwater Drainage,
          Landscaping and Earthworks must demonstrate how the design is consistent
          with the most current version of the Water by Design Bioretention Technical
          Design Guidelines.
    43.   Water Quality Treatment devices must be operated and maintained in
          accordance with manufacturer’s specifications and relevant maintenance
          manuals.
    44.   Prior to commencement of use the Community Management Statement must
          include provision for the engagement of personnel to operate and maintain
          Water Quality Treatment devices in accordance with manufacturer’s
          specifications, relevant maintenance manuals and the Stormwater Management
          Plan for 30-32 Doonella Street, Tewantin Rev A by AquaIntel Pty Ltd dated 12
          August 2015 (Doc No 2014027 RPT 001).
          Water Reuse
    45.   Detail design plans submitted with the Operational Works Application must
          demonstrate how waters will be reticulated from the rainwater storage tank to
          reuse areas with a minimum water use of 342KL per annum.
    46.   A suitable backflow prevention device must be installed on water reuse facilities
          to protect the potable water within the reticulated water supply in accordance
          with AS/NZS 3500:2003 Plumbing and Drainage.
    WASTE MANAGEMENT
          Waste Storage
    47.   The development must provide waste storage and disposal facilities in
          accordance with Planning Scheme Policy 9, Waste Management, including an
          external imperviously paved area correctly sized for all refuse and recycling
          containers and suitably screened from public places and neighbouring
          properties.
          The waste management facilities should ensure recyclables bins are
          appropriately sited and accessible, and/or provided with their own waste shute,
          to ensure recyclable waste is not placed in the general waste shute.
    48.   The site must be provided with a bin wash area with a cold-water tap, hose and
          drain outlet connected to sewer, via a bucket trap. The drain outlet is to be
          designed to prevent storm water entry to the sewerage system which can be
          achieved by a bunded area, with a nib wall height of 100mm maximum,
          enclosing a wash area of 700mm x 700mm minimum (max 0.7m²). Alternatively
          the waste area can be roofed, or any other appropriate design approved by
          Council.



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