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

39.   A vegetation protection covenant must be registered against the title/s of the property
      over the area identified as the 1.8ha Proposed Offset Planting Area as shown on the
      Approved Plans pursuant to Section 97A of the Land Title Act 1994. The covenant
      document and a survey plan must be submitted to Council for endorsement prior to
      lodgement with the relevant titles authority for registration of title. The covenant
      document must:
      a.    incorporate the requirements of this Decision Notice
      b.    include Noosa Council as Covenantee reference Queensland Land Title Registry
            Standard Terms Document No. 715597513.
40.   The vegetation protection covenant document must be registered with the titles office
      before clearing commences.
ENGINEERING
      Earthworks and Retaining Walls
41.   All fill and associated batters must be contained entirely within the approved use area
      and must be designed and certified by a suitably qualified person.
      Acid Sulfate Soils
42.   An Acid Sulfate Soils Investigation Report must be prepared to mitigate the risk of acid
      sulfate soils on the adjacent bushland /wetland areas.
      All requirements and recommendations of the Acid Sulfate Soils Investigation Report
      must be certified by a suitably qualified person*.
      *(Refer to Advisory Note)
STORMWATER
43.   Prior to commencement of works associated with the relocation of the HES basin,
      provide an updated SWMP, which is based generally on the Noosa Landfill – Stormwater
      Management Plan (Topo, 7/2/2022) and which addresses the following:
      a.    Update the report to reflect the approved masterplan for the site and the specific
            changes for the site encompassed by the application;
      b.    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;
      c.    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
      d.    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.
44.   All future building floor levels and waste management areas are to be provided with
      surface levels which are a minimum of 300mm above the 1%AEP local flood level,
      including allowance for climate change by year 2100.
45.   Works are to be undertaken generally in accordance with the Noosa Landfill RRA Flood
      Assessment (J00352R1V2) by Hydrology and Water Management Consulting, dated
      6/4/2022. In conjunction with detailed design for the project, the design of the fill pad
      and the Flood Assessment are to be updated to incorporate a system for flow
      conveyance and distribution along the northern boundary of the fill pad which achieves
      greater replication of existing flow patterns to the retained vegetation north of the works.
      This is required in order to mitigate potential changes in wetness resulting from frequent
      discharges or the risk of erosion during less frequent events.