Council archive · source document
Minor Change Existing Approval DBW22 0186 01 (As Published) · DBW22/0186.01
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
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Document Set ID: 24342237
Version: 3, Version Date: 01/12/2025
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