SUPERSEDED - Amended Decision Notice - DBW230027 & OPW23 0050 [As Published]

                      Stormwater Drainage
               17.    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 the conditions of this approval,
                      be generally in accordance with Walsh Consulting Engineers’ Stormwater Drainage Layout
                      Plan (D01, Rev. C). Disposal of stormwater must be undertaken without the use of
                      mechanical systems (pumps).
                      Linemarking
               18.    The two existing on-street carparks identified for removal must be relocated in accordance
                      with the conditions of this approval, Council’s Planning Scheme Policy 6 and Walsh
                      Consulting Engineers’ Roadworks and Basement Layout Plan (R01, Rev. C).
                      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
                      Tectonic’s Geotechnical Investigation & Acid Sulfate Soil Management Plan (22500, Rev. 0)
                      dated 2 February 2023.
                      Earthworks and Retaining Walls
               23.    All earthworks and associated retaining structures/batters, both above and below ground
                      level, both temporary and permanent, must be contained entirely within the subject site
                      unless written permission from the respective landowner(s) is provided to Council. The works
                      must be undertaken in accordance with the conditions of this approval and be generally in
                      accordance with Walsh Consulting Engineers’ Earthworks Layout Plan (E01, Rev. C).
               24.    Prior to Council attending a prestart meeting, a Dewatering Management Plan must be
                      submitted to, and accepted by Council. The Dewatering Management Plan must be prepared
                      by a suitably qualified person who is experienced in Acid Sulfate Soils Management. The
                      Management Plan must provide recommendations and guidance on all excavations and
                      dewatering works below the elevation of 5m AHD. All excavation and dewatering works must
                      be undertaken in a manner that will not cause environmental harm or damage to surrounding
                      infrastructure or property as a result of the developments interaction with actual or potential
                      Acid Sulphate Soils or groundwater.
               25. All excavated material must be treated for acid sulfate soils generally in accordance with the
                      recommendations provided by Tectonic’s Geotechnical Investigation & Acid Sulfate Soil
                      Management Plan (22500, Rev. 0) dated 2 February 2023.
                      Treated material must undergo verification testing at the rate of one sample per 250 m3
                      throughout the duration of the excavation phase of the development. The verification testing
                      must be undertaken by a qualified person in accordance with the Queensland Acid Sulfate
                      Soil Technical Manual: Soil Management Guidelines v4.0, and the results must be submitted
                      to Council for appraisal when requested during construction and prior to commencement of
                      use and must demonstrate that the material has been adequately neutralised.
                      Certification of the verification results for compliance with this condition must be provided by
                      a suitably qualified Geotechnical Engineer prior to the issuing of the certificate of
                      classification for the dwelling.


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Document Set ID: 22782454
Version: 1, Version Date: 25/01/2024