Minor Change Existing Approval 132002.220285.I (As Published)

               183. Drainage works are to be progressively undertaken in conjunction with development of the
                    site generally in accordance with the approved Stormwater Management Plan. Detailed
                    drainage plans and specifications, based on and generally in accordance with the approved
                    Drainage Plan, the EMP and these Conditions, are to be prepared and submitted (after
                    consultation with officers of the Council) with the relevant applications for operational works.
               184. All drainage works as required by the Stormwater Management Plan are to be provided by
                    the applicant at its cost.
               185. Deleted.
               186. A minimum floor level freeboard of 0.3m shall be provided for business, commercial and
                    storage areas above the top water level of the stormwater overland flows.
                      Earthworks
               187. Any excavation or filling works proposed behind the showroom development on the Eenie
                    Creek Road frontage is not to occur within the 10 metre OS3 area (with the exception of the
                    5 metre length of service roadway at the western end of building D) to ensure the protection
                    of the existing vegetation within this area, with the exception of the works required to provide
                    the pedestrian and cycleways beneath Eenie Creek Road and Walter Hay Drive and where
                    filling is required at the eastern end of the showroom development to allow for the
                    construction of Walter Hay Drive. The rehabilitation of the OS3 area is to be addressed in
                    the Site Rehabilitation Plan to the reasonable satisfaction of the Manager - Land Use.
               188. Deleted
               189. Deleted.
               190. Deleted.
               191. A registered practicing Geotechnical Engineer shall test the existing ground conditions for
                    suitability of placing additional fill prior to such fill being placed. Batters within the loop road
                    reserve shall be at a maximum grade of 1:4 unless retained by a wall. In all other areas
                    batters will have a maximum batter as determined by a registered practicing Geotechnical
                    Engineer in consultation with Manager Land Development. Landscape treatment of the
                    batters will be a consideration in their agreed slope.
               192. Fill shall be compacted to 95% relative dry density as per Main Roads Department Test No.
                    Q8A. A registered practicing Geotechnical Engineer shall supervise all the placement of fill
                    and shall certify that all lots have been compacted to the required standard.
                      Any existing fill on the site that does not comply with Council’s requirements shall be removed
                      at the direction of the Manager Land Development prior to additional filling works
                      commencing.
               193. Following completion of the filling works, the registered practicing Geotechnical Engineer
                    supervising the works shall submit compaction tests across the entire filled areas and a site
                    classification report for each lot subject to filling. The extent of fill and each lot site
                    classification shall be shown on a metes and bounds survey plan.
                      Acid Sulfate Soils
               194. Where excavations are proposed below R.L 5.0m AHD a report shall be submitted from a
                    suitably qualified person in conjunction with an application for development permit for
                    operational works (earthworks), to determine if acid sulfate soils are present on site. If acid
                    sulfate soils are present on site the report shall also outline the required treatment and
                    management of the disturbed soils in accordance with the requirements of State Planning
                    Policy 2/02 ‘Planning and managing development involving acid sulfate soils’.




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Document Set ID: 24254301
Version: 4, Version Date: 29/10/2025