Decision Notice - 010.2007.00001181.001 [As Published] · 132007.1181

NOOSA COUNCIL IDAS Development Application Decision Notice                                                   7 of 16


47.    Any new water service, including a fire service if applicable, shall be constructed by Noosa Shire Council
       at the applicant’s expense. The cost of these works shall be advised at the time of application for the
       works.

48.    Each individual water connection to the water reticulation system shall extend to the property boundary
       and be metered. All fees for the supply of water meters shall be paid to the Council.

49.    All water meters must be located outside the property boundary and in an easily assessable location to
       facilitate unhindered reading by Council and/or Council’s contracted water meter readers, and not behind
       fences or locked gates. In this regard approval of the water meter configuration and location must be
       obtained from Council’s Water & Sewerage Capital Works Manager prior to lodgement and approval of
       hydraulic drawings.

50.    For Multiple Uses (including Building Format Plans, Group Title Plans, etc) the development shall be
       served by:

       50.1. A single Body Corporate water meter to measure the total water consumption (including fire hose
             reels, but excluding fire hydrants and fire sprinkler systems), and

       50.2. Individual water meters to each tenement capable of being separately rated, and

       50.3. A fire service (fully testable single detector check with metered bypass), where applicable, for flows
             to fire hydrants and fire sprinkler systems (excluding fire hose reels).
Service Easements (Sewer)
51.    A registered easement shall be created over the zone of influence of all sewers within the subject site and
       over those parts of the subject site that are impacted upon by sewers on any adjoining sites. The
       easements shall generally be parallel to and centred over the sewer main and be equivalent in width to
       twice the depth to invert level of the sewer at the deepest point within the allotment (measured from the
       finished surface) and be no less than 3.0m wide overall. In this regard a licensed surveyor shall
       accurately locate all sewer mains and determine the necessary width of the easement, which shall be
       shown on any plans submitted for Operational Works / Building Works approval. To this extent the
       surveyor shall certify that the sewer and the zone of influence is wholly contained within the easement to
       be created.
       In addition to this the Applicant’s Solicitor shall give Council’s Solicitor an appropriate undertaking in
       writing that the Title Deed and the easement documents will be lodged at the Land Titles Office and any
       additional Titles Office forms or requisitions requiring the consent of Council will be attended to promptly.
       A duly executed copy of the easement shall be submitted to Council for perusal prior to the use
       commencing.
       Any changes required by Council’s Solicitor must be corrected immediately.
52.    No building or other structure shall be constructed or encroach over an easement.
Earthworks
53.    Earthworks required on site shall be carried out in accordance with Section 3.8 of Council’s Engineering
       Design Standards Manual and so as not to cause the additional ponding of water on any adjoining lands
       or the blockage of, or interference with, any natural watercourses.

54.    Earthworks carried out on site should not affect the structural integrity of any of the existing fences and/or
       structures and/or buildings and/or services and/or lands that border the development site. Fences that
       are affected shall be replaced at the cost of the applicant.

55.    The use of vibratory equipment of any kind is not permitted to be used (including vibrating rollers and the
       use of vibrating installation techniques for sheet piling and other construction vibrations caused by
       excavating, earthmoving or demolition machinery or other similar construction techniques) unless
       approved and supervised by a Certified Geotechnical Engineer. Under such circumstances the operator
       of such equipment shall at all times comply with the directions of the Geotechnical engineer.
Site Stability
56.    A Geotechnical Engineer or similar qualified expert shall assess the soil condition on site, determine the
       soil classification, establish whether any measures are required to protect the stability of adjoining
       buildings and/or structures and/or services and/or lands, and make recommendations on the type of
       foundation system(s) best suited for the proposed development. The recommendations of this report shall
       be incorporated into the design and construction of the proposed development.




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