SUPERSEDED 2009/1058 - Change to Existing Approval [As Published] · 132009.1058.02

                                                                                         2009/1058



35.   All stormwater drainage (including roof water overflow from the rainwater storage system)
      shall be collected and discharged so there is no net increase in stormwater runoff from the
      site. Stormwater drainage permitted to drain from the site shall be discharged to Council’s
      kerb & channel drainage system in Piper Street or discharged via on-site infiltration pits. Plans
      of the drainage design must be prepared and certified by a Registered Professional Civil
      Engineer and submitted for Building Works Approval.
      1.The maximum discharge of stormwater drainage allowable to Council’s kerb & channel
      street drainage system at any one location is 25 litres/second.
      2.The stormwater drainage design must ensure that no ponding or scour occurs on the subject
      site or on neighbouring properties.
36.   All site stormwater drainage shall be by means of a gravity system.
Sewer Mains
37.   The site shall be connected to Council’s existing sewerage reticulation systems and be
      constructed in accordance with Council’s standards and requirements at no cost to Council.
38.   The applicant is advised that this approval does not relate to sewer main setbacks within the
      site or adjacent to the site, as a Building Certifier will assess this during the Building
      Application process and after consultation with Council’s Water & Sewerage section. Should
      any Council sewer mains be affected as a result of non-compliance with this condition, the
      Building Certifier will be held personally liable. To this end, all Building Applications will need
      a site plan prepared & certified by a licensed surveyor clearly illustrating the exact location of
      any sewer mains and the ‘zone of influence’ of these mains.
Town Water Supply
39.   The site 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.
40.   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.
Earthworks
41.   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 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 Building Works
      approval.
42.   Earthworks required on site shall be carried out in accordance with Council’s Planning
      Scheme Policy PSP5 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.
Site Stability
43.   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 land, and make recommendations on
      the type of foundation system(s) best suited for the proposed development and recommend
      any measures to prevent slumping during excavations. The recommendations of this report
      shall be incorporated into the design and construction of the proposed development.
Erosion and Sediment Control
44.   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.

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