2020-11-19 Ordinary Meeting Minutes

ORDINARY MEETING MINUTES                                                    19 NOVEMBER 2020


        Vehicle Access
        35.   Vehicular access driveways to service the development shall be constructed from
              the Grasstree Court frontages of the site. The driveways shall be generally in
              accordance with Council’s standard drawing SEQ R-051 and Masterplan’ prepared
              by Thomson Adsett dated 15 October 2020, Plan Ref: DA_106 Rev. 3.
        40.   All internal roads shall be designed and constructed in accordance with Council’s
              Planning Scheme Policy 5 – Engineering Design Standards – Roads, Drainage
              and Earthworks. The roads shall be:
              40.1 Generally in accordance with drawing number ‘Masterplan’ prepared by
                   Thomson Adsett dated 15 October 2020, Plan Ref: DA_106 Rev. 3,
              40.2 A minimum width of 5.5 metres, and
              40.3 Suitable for Council’s refuse collection vehicle to traverse through the site
        Car Parking
        41.   Carparking shall be provided within the sites generally as shown on drawings
              numbered DA_114 “Masterplan/Carpark Layout” Rev. 3 prepared by Thomson
              Adsett Architects dated 15 October 2020 and DA_133 “Apartment Buildings –
              Basement” prepared by Smith and Tracey Architects dated November 2018 and
              within the “Independent Living Units” as shown the approved floor plans, except as
              modified herein.
        Storm Water Quality
        81.   Any proprietary stormwater quality improvement device included to achieve the
              required stormwater quality Management Objectives specified in Section 4 of the
              Girraween Stormwater Management Plan, must demonstrate only be granted an
              Operational Works Approval on the following provisions:
              a.    A suitably qualified and experienced professional must provide independent
                    verification that the parameters within the node for the device in MUSIC
                    modelling have been tested and verified as per Stormwater Australia (2018)
                    Stormwater Quality Improvement Device Evaluation Protocol. Version 1.2
                    December 2018 to achieve the predicted outcomes in the MUSIC model for
                    the development. For the purpose of this condition, the suitably qualified and
                    experienced professional must be able to demonstrate a minimum 10 years
                    urban stormwater testing and modelling experience and be verified in writing
                    by Stormwater Australia as having an appropriate reputation and track record
                    within the stormwater industry to provide such independent advice.
              b.    Where testing to achieve the certification of the proprietary stormwater
                    quality improvement device is from an area with rainfall intensities and
                    patterns that are statistically inconsistent with the region of the Noosa Shire
                    that the device is to be installed, and / or the size of the development the
                    device has been tested on is more than 2500m2 smaller than the
                    development the device is proposed to service, the following additional
                    conditions apply:
                    i.    The proprietary stormwater device treatment train must be tested and
                          re-verified in accordance with the Stormwater Australia (2018)
                          Stormwater Quality Improvement Device Evaluation Protocol. Version
                          1.2 December 2018. A suitably qualified and experienced professional,
                          as verified by Stormwater Australia must use the results from the onsite
                          testing to re-run the MUSIC node for the proprietary devices and
                          confirm whether or not the required pollutant reduction efficiencies of
                          80% reduction in Total Suspended Solids, 60% reduction in Total
                          Phosphorous and 45% reduction in Total Nitrogen for the overall
                          development are delivered.

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