07-0070 NEGOTIATED Decision Notice [As Published] · 132007.70

NOOSA COUNCIL IDAS Development Application Decision Notice                                                  9 of 14


68.   Development of the site shall not create any additional ponding of stormwater on any adjoining property or
      block any natural overland flows on to the subject site. A registered easement in favour of the benefited
      property shall be created over any stormwater drainage pipes or overland flowpaths within the site that
      convey stormwater from any adjoining property. The easement is to be centrally located over the pipework
      with a minimum width of 1.5m or be of sufficient width to ensure all associated pits and pipes are wholly
      contained within the easement. The terms of the easement shall include the responsibilities on the
      beneficiaries of the easement to maintain the drainage system so as to be operational at all times.

      Detailed site surveys indicating natural surface levels and contours of the adjoining upstream properties
      must be provided with the application for a Development Permit for Operational Works for Stormwater.

      Should evidence be provided to Council indicating that no runoff from the adjoining properties currently
      exists or that the proposal will not create additional ponding of stormwater on the adjoining properties the
      requirement for the drainage pipes and easement shall not apply.

69.   A registered easement shall be created over any service conduit, pipe, pole or other structure that is
      located within proposed Lot 1 and provides services to proposed Lot 2. The minimum width required for
      an easement shall be in accordance with the guidelines of the relevant authority.

70.   No building or other structure shall be constructed such that it encroaches over an easement.

71.   Prior to Council endorsement of the Plan of Survey, a duly executed copy of any required Grant of
      Easement shall be submitted to Council for perusal.
      Any changes required by Council’s Solicitor shall be attended to prior to endorsing the Plan of Survey.
      Any necessary Titles Office forms requiring the consent of Council is to be submitted prior to the
      endorsing of the Plan of Survey.
72.   Prior to the endorsement of the Plan of Survey, the Applicant's Solicitor shall give Council's Solicitor an
      appropriate undertaking in writing that in conjunction with lodgement of the Plan of Survey at the Land
      Titles Office, the Title Deed and the easement documents will also be lodged and any additional Titles
      Office forms or requisitions requiring the consent of Council being attended to forthwith.
Earthworks
73.   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.
      This may require the design and construction of drainage pipes and/or an overland flow-path within the
      development site that caters for drainage from the adjoining sites for a design storm with an Average
      Recurrence Interval of 1 in 100 years. A private easement for the Drainage of Water encompassing the
      drainage pipes or overland flow-path will also be required. In this regard a Development Permit for
      Operational Works shall be obtained.
      Should evidence be provided to Council indicating that no additional ponding of stormwater will occur on
      the adjoining properties the requirement for the drainage pipes, overland flow-path and easement shall
      not apply.
74.   Earthworks carried out on site shall not affect the structural integrity of any of the existing fences and/or
      structures and/or lands that border the development site. Fences that are affected shall be replaced prior
      to the Building Certifier issuing the Certificate of Classification. In this regard any fences to be replaced
      shall be clearly shown on the plans submitted for Operational Works approval.
75.   Any fill material imported to the site (if any) must be from a site licensed with the Environmental Protection
      Agency or from a site for which a Development Permit for Operational Works has been issued approving
      the export of fill.

76.   A registered practicing Geotechnical Engineer shall test the existing ground conditions for suitability of
      placing additional fill, prior to such fill being placed.
      Filling works shall be restricted to the subject site itself, and the finished fill levels are to taper to the
      existing levels within the subject lot. Batters shall be at a maximum grade of 1:4 unless retained by a wall.
      Any existing fill or natural materials on the site which do not satisfy the Manager - Land Development's or
      a Geotechnical Engineer's requirements shall be removed and replaced with suitable material.
77.   Fill shall be compacted to 95% relative dry density as per Main Roads Department Test No. Q8A. A
      registered practicing Geotechnical Engineer shall supervise all the placement of fill and shall certify that
      all lots have been compacted to the required standard.
      Any existing fill on the site that does not comply with Council’s requirements shall be removed at the
      direction of the Manager - Land Development prior to additional filling works commencing.




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