Minor Change Report 132008 478 02 {As Published}

                         DG-500-001.9       C      PVC Barrel Vault Double Basketball Courts 10.03.2021
                                                   Roof Plumbing Plan, prepared by Greenline

                         DG-500-001.10      C      PVC Barrel Vault Double Basketball Courts 10.03.2021
                                                   Stormwater Drainage Plan, prepared by
                                                   Greenline

                         DG-500-001.11      C      PVC Barrel Vault Double Basketball Courts 10.03.2021
                                                   Illuminance Plan, prepared by Greenline

                         DG-500-001.12      C      PVC Barrel Vault Double Basketball Courts 10.03.2021
                                                   Electrical Plan, prepared by Greenline


               C.     Include the following additional condition:


                      Stormwater Management
               61.    Runoff from outlets of the downpipes of the shade sails must not exceed the available
                      capacity of the drainage systems the downpipes are directed towards. To achieve this, a
                      100% pervious roof must be installed or alternatively prior to the issue of a Development
                      Permit for Building Works provide to the satisfaction of Council:
                      a) Certification from a suitably qualified and experienced RPEQ engineer who is familiar
                         with the existing drainage system and approved Integrated Water Management Plan for
                         the site prepared by Callaghan and Toth for the Corporation of the Trustees of the Roman
                         Catholic Archdiocese of Brisbane, February 2020 (Ref 1923 IWMP.doc), that the
                         additional 265m2 of catchment directed to the western concrete lined spoon drain and
                         additional 380m2 directed to the outlet into the drain that receives flows from the eastern
                         catchment will not exceed the capacity of those respective existing drainage systems;
                         and

                      b) Design and certification by a suitably qualified and experienced RPEQ engineer (i.e.
                         including who is familiar with the existing drainage system and approved Integrated
                         Water Management Plan for the site prepared by Callaghan and Toth for the Corporation
                         of the Trustees of the Roman Catholic Archdiocese of Brisbane, February 2020 - Ref
                         1923 IWMP.doc) of any works necessary to increase the capacity of the drains that
                         receive discharges from downpipes, to facilitate their free drainage towards the bio
                         retention basin, and incorporation of appropriate scour protection in line with QUDM and
                         Noosa Plan PSP6 Engineering Design Standards where necessary to prevent scour.

               C.     Note the report is provided in accordance with Section 83(9) of the Planning Act 2016




                                                                                                     Page 13 of 13

Document Set ID: 21473273
Version: 4, Version Date: 18/05/2021