Sealed Judgment (4 Arakoon) - 26.05.26

      Earthworks and Retaining Walls
17.   All earthworks and associated retaining structures/batters, both above and below ground
      level, both temporary and permanent, must be contained entirely within the subject site
      unless written permission from the respective landowner(s) is provided to Council. All
      earthworks must be undertaken in accordance with the provisions of Australian Standard
      AS3798: Guidelines on Earthworks for Commercial and Residential Developments.
      Damage to Services and Assets
18.   Any damage caused to existing services and assets as a result of the development works
      must be repaired at no cost to the asset owner at the following times:
      a.   where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
           or
      b.   where otherwise, upon completion of the works associated with the development.
      Any repair work which proposes to alter the alignment or level of existing services and assets
      must first be referred to the relevant service authority for approval.
      Works within Erosion prone area
19.   Prior to the issuing of private building certification of the dwelling house and associated
      ancillary structures, plans certified by a RPEQ Geotechnical Engineer must be prepared to
      demonstrate compliance with the following conditions and endorsed as part of the building
      approval.
      a. The built footprint of the lower floor of the proposed development must not encroach
         any further into the recalculated Erosion Prone Area (EPA) of 85m than shown on
         Shaun Lockyer Architects Architectural drawing S200.00 Rev I dated 12/12/2025 for
         project 0428.

      b. A shear pile wall or similar contiguous retaining structure must not be constructed within
         the recalculated EPA of 85m (i.e. no further east than the landward extent of the EPA),
         as shown on Shaun Lockyer Architects Architectural drawing S400.05 Rev G dated
         12/12/2025 for project no 0428.

      c. Any piles within the EPA are to be designed as non-contiguous piles to allow movement
         of sediments between the piles through natural processes. A minimum pile spacing of
         one pile diameter is recommended.

      d. Detailed design of piling and foundations of the residence and ancillary structures must
         consider the specific subsoil conditions of the site and must consider failure
         mechanisms associated with the recalculated EPA of 85m as detailed in the Moffat &
         Nichol memorandum dated 28 November 2025, without relying on any contiguous
         retaining structures located within the EPA.

      e. Piling systems and foundations are to be designed by an appropriately RPEQ qualified
         and experienced engineer.
LANDSCAPE CONDITIONS
      Landscaping Works
20.   The development site must be landscaped. The works must be undertaken in accordance
      with an Operational Works approval and the Noosa Plan for that specific area and must
      include in particular:
      a.   The works shown on the referenced 4 Arakoon Crescent Landscape Concept Package
           Issue E.




                                                                                                       6