Minor Change Existing Approval MCU18/0009.05 [As Published]

                      The data must fully detail levels for all engineering works including but not limited to drainage
                      structures, finished ground levels and pavement surface levels. The data must be submitted
                      in the Asset Design and As Constructed (ADAC) digital format. (Guidelines on the use of
                      ADAC are available at www.adac.com.au).
                      Approval of works must not be granted until all As Constructed information has been supplied
                      and accepted by Council.
                      Stormwater
               26.    All works must be constructed and work procedures undertaken in accordance with:
                      a.      The approved plans, the approved amended plans and the conditions detailed in this
                              Decision Notice.
                      b.      The document ‘Proposed Cartwright Village Extension – Carramar, Noosa Care
                              integrated Water Management Plan Version 4 by Callaghan & Toth dated June 2019
                      c.      The document ‘Noosa Care Inc Cartwright Village Extension Carramar, Cooroy Noosa
                              Road, Tewantin Preliminary Design of Stormwater Detention Volume’ by BSM dated
                              21 December 2017.
                      d.      The document ‘Flood Study Noosa Care – Carramar’ by Cardno dated 24 July 2017.
                      e.      The Addendum Letter by Cardno (document number WE17064) dated 23 March 2018.
                      f.      The Technical Memorandum by Cardno (ref WE17064_Carramar_TM01) dated 27
                              September 2018.
                      g.      A minimum Finished Floor Level (FFL) of the Aged Care Facility and any
                              associated facilities at 8.80m AHD.
                      h.      A minimum Finished Floor Level (FFL) of the Independent Living Units of 8.80m AHD.
                      i.      All relevant Noosa Council Planning Scheme Policies, standard drawings, standard
                              specifications and guidelines are to be adhered to.
                      Drainage Easement
               27.    An easement for drainage purposes must be registered against the titles of the properties in
                      favour of Council over the land area identified as being external to the area to be dedicated
                      as Environmental Park and below the post development 1% AEP flood level on the subject
                      site from flooding sources external to the site (excluding proposed structures). The easement
                      width must be in accordance with Noosa Council’s Development Design Planning Scheme
                      Policies. The easement must be granted at no cost to Noosa Council. The wording of the
                      easement documentation must be in accordance with Council’s Standard Easement
                      document.
               28.    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.
                      Acid Sulfate Soils
               29.    As the site is located below the 20m AHD and above the 5m AHD, any excavation works
                      consisting of 100m3 or greater which extends below 5m AHD will need to be carried out in
                      accordance with the State Planning Policy and the Noosa Plan. In this regard appropriate
                      testing and supporting documentation prepared by a suitably qualified specialist must be
                      submitted to Council for approval prior to obtaining a Development Permit for Operational
                      Works.
                      Erosion and Sediment Control
               30.    Any waters discharging from the construction areas of the site to below the AEP 1% contour
                      must achieve less than 50mg/L Total Suspended Solids (TSS)and pH suitable for the needs
                      of the receiving wetland during all rain events.


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Document Set ID: 23418169
Version: 2, Version Date: 20/12/2024