132005.638.04 - 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 · Attachment 1 - 132005.638.04 - Proposed Conditions

PLANNING & ENVIRONMENT COMMITTEE MEETING REPORT                                 9 DECEMBER 2025




      Environmental covenant
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
      the commencement of the use of the expanded Resource Recovery Area.
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 the construction of the pad area for the expansion of the Resource Recovery Area
      (RRA) and the relocation of the HES basin, provide an updated SWMP, which is based on
      the Covey’s Stormwater Management Plan (M25-0042Rpt, Issue A) dated February 2025
      and which addresses the following:
      a.    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;
      b.    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
      c.    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 Covey’s Flood Impact Assessment
      (M25-0445Rpt, Issue A) dated February 2025. 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