Council Report - 45 Maple Street, Cooroy (MCU23 0007 AND RAL23 0001) (As Published) · MCU23/0007

                      Earthworks and Retaining Walls
               44.    All fill and associated batters must be undertaken in accordance with an Operational Works
                      approval, be generally in accordance with RECOR’s Bulk Earthworks Layout Plan (C020,
                      Rev. D) dated 18 September 2026 and contained entirely within the subject site unless
                      written permission from the respective landowner(s) is provided to Council.
               45.    All retaining walls must be designed and constructed in accordance with the planning scheme
                      and must be certified by an RPEQ where exceeding 1.0m in height. All retaining walls that
                      are publicly accessible and exceed 1.0m in height must be fitted with a commercial grade
                      safety fence.
                      Damage to Services and Assets
               46.    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.
                      Roofwater Harvesting
               47.    Operating roofwater harvesting and detention tanks must be provided for the development.
                      The tanks must be provided in accordance with an approval for Building Works and must
                      include in particular:
                      a.      the details identified in section 3.0 and 4.2.1.1 of RECOR’s Stormwater Management
                              Plan (P0478-26-001, Rev. 1) dated 24 June 2026;
                      b.      a total tank capacity of 50 kilolitres for reuse and 50 kilolitres for detention;
                      c.      a catchment of 100% of the building roof area;
                      d.      re-use of harvested stormwater for internal non-potable uses and outdoor uses; and
                      e.      The roofwater drainage system flowing to the tanks is to be designed to cater for the
                              1%AEP event including a 20% increase in rainfall intensity due to climate change.




Document Set ID: 25264554
Version: 1, Version Date: 22/10/2026