2017-08-14 General Committee Meeting Notes

RECOMMENDATIONS ONLY – NOT THE FINAL DECISION OF COUNCIL
GENERAL COMMITTEE MEETING                                                     14 AUGUST 2018


        Erosion and Sediment Control
        39.   Prior to the completion of the development, all site surfaces must be effectively
              stabilised. 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.
        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 Site Based Stormwater Management Plan for 30-32
              Doonella Street, Tewantin Rev C by Bornhorst and Ward dated May 2017.
        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 Site Based Stormwater Management
              Plan for 30-32 Doonella Street, Tewantin Rev C by Bornhorst and Ward dated
              May 2017.
        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.




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