2015-01-15 Ordinary Meeting Minutes

ORDINARY MEETING MINUTES                                                    15 JANUARY 2015


        27.   Any conflict between the development and an existing or proposed service
              must be referred to the relevant service authority for determination prior to
              commencement of works.
              During Construction
        28.   The developer must meet any costs to repair damage to any Council asset
              during construction, where damage is a result of the development works.
              Damage to assets must be repaired immediately where it creates a hazard to
              the community. In circumstances where the damage does not create a hazard
              to the community, it must be repaired immediately on completion of the works
              associated with the development. A condition report including photographs of
              the Rene Street frontage of the site should be completed and submitted to
              Council at the prestart meeting.
        29.   All works must be supervised by a Registered Professional Engineer of
              Queensland (RPEQ) who is independent of the Developer and Principal
              Contractor, and they must certify that all works conform to the Operational
              Works permit. Where municipal works are involved, such confirmation must be
              submitted for the respective hold points prior to any site inspection by Council
              Officers.
        30.   All works must be constructed in accordance with:
              a.   The approved plans/documents and conditions detailed in this Decision
                   Notice
              b.   All relevant Noosa Council Planning Scheme Policies, standard drawings,
                   standard specifications and guidelines
              c.   The latest version of the Healthy Waterways document “Water Sensitive
                   Urban Design Technical Design Guidelines for South East Queensland”
                   for all water quality devices to be constructed on site.
              Bioretention Basins
        31.   During construction and establishment of the bioretention devices, the
              supervising RPEQ must certify that the device was constructed in accordance
              with Construction and Establishment Guidelines: Swales, Bioretention Systems
              and Wetlands (Water by Design, 2009) and that the forms contained in section
              3.15 of the guidelines, including the associated supporting information and
              data, are completed. These forms and certification must be submitted to
              council prior to commencement of use.
        32.   A construction hold point with a council delegate must be established once the
              contributing catchment is effectively stabilised with at least 80% groundcover,
              and bioretention device underdrainage pipe work is installed.
        33.   At the time of the construction holdpoint, a sample of the drainage layer,
              transition layer, and filtration media materials must be stockpiled onsite
              accompanied by laboratory results that demonstrate that the media complies
              with the specifications contained in the latest version of the Guidelines for Soil
              Filter Media in Bioretention Systems (Facility for Advancing Water Biofiltration)
              and that the minimum hydraulic conductivity of 180mm/hr or as specified on the
              approved engineering plans will be achieved.
        34.   The bioretention underdrains and cleanout points must be provided as uPVC
              pipe generally as shown on IPWEAQ Standard DrawingWSUD-003.
        35.   Where the bioretention filter media interfaces with stormwater pits and retaining
              walls, nonwoven geotextile must be fixed to the pit/retaining wall and extend
              300mm out into the filter media generally in accordance with IPWEAQ Standard
              Drawing WSUD-001 to prevent tunnelling of water along the interface.


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