2022-09-15 Ordinary Meeting Minutes

ORDINARY MEETING MINUTES                                                   15 SEPTEMBER 2022


              Tectonic report “Geotechnical Investigation, Proposed residence 66 Seaview
              Terrace, Sunshine Beach”, reference 21370-001-Rev 1 dated 28 April 2022.
        21.   The design must be accompanied by certification by a Registered Professional
              Engineer of Queensland (RPEQ) specialising in geotechnical engineering that the
              design is satisfactory and will provide a long-term factor of safety concerning slope
              stability of no less than 1.5.
        22.   Following construction, certification must be supplied to Council by an RPEQ
              specialising in geotechnical engineering that the works have been constructed in
              accordance with the approved design.
        23.   A dilapidation survey shall be carried out of all adjacent properties and structures
              before the commencement of construction of the proposed development on the
              site.
        24.   Due to the risk of instability on the existing dune slope and the potential for
              settlement of loose sand on the adjacent properties, vibrations must be kept to a
              minimum and must be monitored during the construction of the development.
              Driven piles (both sheet piles and pile footings) are not permitted on the site.
        25.   Landscaping at the rear of the property and the crest of the existing dune slope
              shall be limited to a maximum surcharge of 5kPa unless a site-specific slope
              stability analysis is carried out to demonstrate that higher loads are acceptable.
        26.   Under no circumstances shall building materials be temporarily stockpiled in the
              area of the crest of the existing dune slope or on the slope.
        27.   Discharge of concentrated stormwater flows onto the dune slope must be avoided,
              and under no circumstances will subsurface disposal of water be permitted using
              infiltration pits.
        28.   Stormwater runoff from gutters, down-pipes, driveways, and paved areas must be
              collected and directed by pipes into the Council stormwater system along Seaview
              Terrace.
        29.   The existing dune slope and any areas disturbed by the construction of the
              proposed development shall be revegetated as soon as possible to reduce the
              potential for erosion.
        Earthworks
        30.   Earthworks required on-site must be carried out in accordance with Council’s
              Planning Scheme Policy PSP6 Engineering Design Standards, so as not to cause
              the additional ponding of water on any adjoining lands or concentrate or direct
              overland flow on to an adjoining property.
        31.   All earthworks carried out on site must not affect the structural stability of the
              adjoining lands and/or buildings and/or structures and/or services.
        32.   All earthworks and associated retaining structures/batters, both above and below
              ground level, both temporary and permanent, must be wholly contained within the
              subject site unless written permission from the respective landowner(s) is provided
              to Council.
        33.   All earthworks must be undertaken in accordance with the provisions of Australian
              Standard AS3798: Guidelines on Earthworks for Commercial and Residential
              Developments.
        Significant Weather Event
        34.   Should a significant weather event occur which results in substantial erosion within
              the site, and undermines the structure and/or renders the Detached House
              uninhabitable, the owner must

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