SUPERSEDED Decision Notice - DBW22/0186

                      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 undertaken in accordance with an Operational Works
                      approval and 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 undertaken in accordance with an Operational Works
                      approval, and contained entirely within the subject site unless written permission from the
                      respective landowner(s) is provided to Council.
               24.    In conjunction with the lodgement of a development application for Operational Works
                      (Excavation and Filling), a revised dewatering management plan based on the document
                      titled ‘Dewatering Management Plan’ (prepared by ADG Consulting, dated February 2023)
                      is to be submitted and endorsed by Council which addresses 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’.




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Document Set ID: 22372921
Version: 3, Version Date: 17/04/2023