Decision Notice - Change to an Existing Approval - 010.2004.00004206.001 [As Published] · 132004.4206.02

                                                                                       2004/4206

Sewer Mains
41.   All lots shall be connected to Council’s existing sewerage manhole (NV02/01/02) via a
      separate sewer line to be constructed within the site parallel to the rear boundary line in
      accordance with Council’s standards and requirements at no cost to Council. A Development
      Permit for Operational Works shall be required.
42.   All redundant House Connection Branches (HCB) from the site shall be capped.
43.   All common use (private) sewer pipelines shall be located within an easement which ensures
      that enough width is available to perform maintenance. No structures are to be constructed
      within the easement.
Town Water Supply
44.   All Lots shall be connected to Council’s existing town water supply and be constructed in
      accordance with Council’s standards and requirements at no cost to Council.
45.   Each water connection to the water reticulation system shall extend to the property boundary
      and be metered. Where multiple units are served by a single service, multiple water meters to
      each individual unit shall be installed. All fees for the supply of water meters shall be paid to
      the Council.
Earthworks
46.   Earthworks carried out on site shall not affect the structural integrity of any of the existing
      fences or structures that border the development site. Fences that are affected shall be
      replaced prior to plan endorsement. In this regard any fences to be replaced shall be clearly
      shown on the plans submitted for Operational Works approval.
47.   Filling works 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 ponding of water on any
      adjoining. Detailed site surveys indicating natural surface levels and contours of the adjoining
      properties must be provided with the application for a Development Permit for Operational
      Works for Filling and Drainage.
      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/and 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 Ponding of stormwater will occur on
      the adjoining properties the requirement for the drainage pipes, overland flow-path and
      easement in relation to ponding on neighbour’s property shall not apply.
Site Stability
48.   A Geotechnical Engineer or similar qualified expert shall assess the condition on site and
      determine the soil classification of the existing ground soil and the filling work to establish
      whether any measures are required to protect the stability of adjoining buildings and/or
      structures, and make recommendations on the type of foundation system(s) best suited for the
      proposed development taking into consideration the proposed filling of the site. This
      information shall be submitted to the Council for assessment and approval prior to obtaining a
      Development Permit for Operational Works.
Erosion and Sediment Control
49.   Any person acting on this permit shall prevent erosion and sediment export from leaving the
      site. Site control measures such as silt fencing, controlled gravel access to the site and
      controlled disposal of waste, will be necessary.


                                                                                     Page 6 of 14