Council Report - 132005.638.03 - OTHER CHANGE TO AN EXISTING APPROVAL FOR MATERIAL CHANGE OF USE - EXPANSION OF SPECIAL PURPOSE (WASTE DISPOSAL AND RECYCLING FACILITY) & ONGOING CLEARING PURPOSES AT 561 EUMUNDI NOOSA ROAD, DOONAN - Finale

 ATTACHMENT 1 – (132005.638.03) – PROPOSED ADDITIONAL CONDITIONS


Additional conditions - 15 February 2024
PLANNING
      When Conditions must be Complied With
14.   Unless otherwise stated, all conditions of this Decision Notice must be complied with
      prior to the use commencing, and then compliance maintained at all times while the use
      continues.
      Approved Plans
15.   Development authorised by this approval must be undertaken generally in accordance
      with the Approved Plans listed in the table/s below. The plans must be amended to
      incorporate the amendments listed within the table below and resubmitted to Council
      prior to the commencement of any works commencing on the site.

        Plan No.           Rev.    Plan/Document Name                            Date

        501042 CO2         A       Proposed site layout plan prepared by         7/12/2023
                                   Noosa Council

        501042 COS         A       Proposed offset planting plan prepared by     7/12/2023
                                   Noosa Council

        JOO352R1V2         -       Noosa Landfill RRA flood Assessment           6/04/2022
                                   prepared by Hydrology and Water
                                   Management Consulting

      The following plans require amendment.

        Plan No.           Rev.    Plan/Document Name                            Date

        <R2015             B       Noosa Landfill – Stormwater Management        7/12/2023
                                   Plan prepared by Topo

        Amendments
                               ▪   Update the report to reflect the current masterplan for the
                                   site and the specific changes for the site encompassed by
                                   the application
                               ▪   Specify the final HES basin detail from the range of
                                   options presented in the report, including consideration of
                                   whether a Type-B HES basin may present a lower-risk
                                   option compared to the flap-gated arrangement proposed
                                   to prevent back-flows into the Type-A arrangement as
                                   currently proposed
                               ▪   Include all details for the sizing and proposed levels of the
                                   HES basin within the body of the report, based on recent
                                   detailed survey at the point of discharge and downstream;
                                   and
                               ▪   Include construction-phase erosion and sediment control
                                   plans which document how the transition from the current
                                   HES basin location to the ultimate location (including filling
                                   for the RRA pad) will be achieved


      *(Refer to Advisory Note)