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Minor Change Existing Approval DBW22 0186 01 (As Published) · DBW22/0186.01

of 7

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                      Car Parking
               17.    A minimum of 2 covered car parking spaces must be provided and marked on the site. The
                      works must be undertaken in accordance with Lightbody Architect’s Ground Floor – Floor
                      Plan (revision x) dated 23 February 2023 and must include in particular dimensions,
                      crossfalls and gradients in accordance with Australian Standard AS2890: Parking Facilities.
                      Stormwater Drainage
               18.    The site must be provided with a stormwater drainage system connecting to a lawful point of
                      discharge. The works must be generally in accordance with H Design’s Basement & Ground
                      Floor Plans Drainage (Sheet 1 of 4, Revision C) dated September 2022 and associated
                      addendum.
                      Easements
               19.    Unless otherwise agreed in writing by the relevant service provider, any public or third party
                      infrastructure located on the subject site must be placed within an easement registered
                      against the title of the property.
               20.    All easements must be designed in accordance with the planning scheme and granted at no
                      cost to the Grantee. Where the Grantee is Council or a service authority, the easement
                      documentation must be in accordance with the Grantee’s standard easement terms. Draft
                      easement documentation must be submitted to Council for endorsement.
               21.    All works must be kept clear of any existing or proposed easements on the subject land,
                      unless agreed otherwise in writing by the Grantee.
                      Geotechnical Stability
               22.    All works must be carried out in accordance with the recommendations contained in Douglas
                      Partners’ Investigation Summary Report (210359.00) dated 19 September 2022.
                      Earthworks and Retaining Walls
               23.    All fill and associated batters must be contained entirely within the subject site unless written
                      permission from the respective landowner(s) is provided to Council
               24.    Building Work must be undertaken in accordance with the dewatering management plan
                      based on the document titled ‘Dewatering Management Plan’ (prepared by ADG Consulting,
                      dated February 2023) and the following:
                      •    Undertake additional calculations or groundwater modelling as necessary to provide both
                           sectional and plan views showing the extent of the cone of depression associated with
                           the proposed dewatering and that potential acid sulfate soil material which will remain in-
                           situ post-construction will not become oxidised by the dewatering;
                      •    Identify all property and infrastructure (public and private) located within the cone of
                           depression and provide dilapidation reports for this property and infrastructure;
                      •    Nominate proposed location(s) for groundwater monitoring bores, required to check for
                           dewatering outside of the estimated cone of depression;
                      •    Providing sizing for the proposed treatment system for managing the quality of extracted
                           groundwater and provide a plan showing how the primary, secondary and tertiary
                           treatment tanks can all be accommodated inside the property boundary; and
                      •    The requirements of Section 6.5.2 (Water Quality Monitoring) are to be increased to
                           include continuous monitoring of pH and dissolved oxygen at the release point from the
                           treatment system. Total iron and aluminum are to be sampled where identified in the
                           document as ‘if required’.
               25.    All excavation and dewatering works below the elevation of 5m AHD must be undertaken in
                      accordance a Dewatering Management Plan that is prepared by a suitably qualified person,
                      certified by the sites qualified person experienced with Acid Sulfate Soils Management and
                      endorsed by Council prior to the commencement of the works. All excavation and dewatering
                      works must be undertaken in a manner that will not cause environmental harm or damage to



                                                                                                         Page 4 of 7
Document Set ID: 24342237
Version: 3, Version Date: 01/12/2025
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