Referral Agency Response - Planning ERR25 0010 [As Published] · ERR25/0010

                         (c)     the ground surface within 1 metre of the revetment wall must be grass or ground
                                 cover and must not include shrubs, hard pavement or artificial grass.
                         (d)     any side boundary fencing must taper down to a maximum height of 1.2 metres at
                                 the revetment wall and have a height not exceeding 1.5 metres at a distance of
                                 2.25 metres from the revetment wall.
                         (e)     any retaining structures, planter boxes or the like must be finished with natural
                                 materials such as timber or rock rather than manufactured materials.
                 ENGINEERING
                         Bonds
                 8.      A site compliance bond of $3,000 is to be submitted to Council prior to the
                         commencement of works. The commencement of works can only commence once
                         Council's Construction Engineering Officer has confirmation that the bond monies have
                         been received by Council.
                 9.      The bond will be refunded less any costs incurred by Council in ensuring compliance
                         with these conditions or any additional inspections incurred for substandard work or work
                         undertaken not in accordance with this permit.
                 10.     Bonds must:
                       (a)       meet the requirements of council’s relevant Planning Scheme Policy for
                                 performance and uncompleted works;
                       (b)       be lodged with Council and accompanied by the Bond Administration Fee/s; and
                       (c)       be requested for release by writing to Council, when relevant approval
                                 requirements have been met.
                         Flood Storage / Revetment Wall
                 11.     All works must be carried out in accordance with the approved plans and Reference
                         Document Operational Works Flood Storage Calcs (22-1281-C1 and 22-1281-C2 Rev
                         B) prepared by Lindsay Consulting Pty Ltd.
                 12.     Certification of the completed works within the 4.5m setback from the revetment wall
                         must be submitted to Council within 3 months of the completion of the works. The
                         certification must be prepared by a RPEQ (Registered Professional Engineer of
                         Queensland) and state that the works:
                         (a)     have not negatively impacted the stability of the revetment wall or negatively
                                 impacted the associated membrane;
                         (b)     have not reduced the available flood storage within the lot from the profile as
                                 described in The Noosa Plan 2020 – Low Density Residential Zone Code; and
                         (c)     be generally in accordance with Operational Works Flood Storage Calcs (22-1281-
                                 C1 and 22-1281-C2 Rev B) prepared by Lindsay Consulting Pty Ltd.
                 5.      REASONS FOR REFERRAL AGENCY’S DECISION

                 The proposal is subject to specific built form parameters outlined in The Noosa Plan (26
                 September 2025).
                 6.      REFERENCE DOCUMENT

                      Plan No.         Rev.   Plan/Document Name                                          Date

                      22-1281-C1       B      Operational Works Flood Storage Calcs prepared by 15/09/2025
                                              Lindsay Consulting Pty Ltd




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Document Set ID: 24349631
Version: 2, Version Date: 02/12/2025