Negotiated Decision Notice - Submitter - PM - Stockwell [As Published] · 132007.1841

                                                                                        2007/1841



      59.3. Total Phosphorous < 0.05mg/L (median)
      59.4. pH between 5.0 to 7.0
      59.5. Turbidity < 30 NTU
      59.6. Salinity < 1500µS/cm
      The revised stormwater management plan shall also detail the design, construction and
      operational phases of the development required to ensure the stormwater system does not
      cause adverse impacts to the downstream open space areas. The applicant shall submit an
      amended plan for Council approval in conjunction with or prior to a Development Permit for
      Operational Works being issued.
60.   The applicant shall submit to Council a report prepared by a suitably qualified ecologist that
      assesses the impacts of the revised Stormwater Management Plans on the downstream
      ecologically sensitive areas. The report shall be submitted in conjunction with or prior to a
      Development Permit for Operational Works being issued.
61.   All site stormwater drainage shall be by means of a gravity system. No mechanical features are
      to be used to dispose of stormwater.
Sewer Mains
62.   The site shall be connected to Council’s existing sewerage reticulation systems via a gravity
      system and shall be constructed in accordance with Council’s standards and requirements at
      no cost to Council.
63.   The existing and proposed sewer mains located within the site and the ‘zone of influence’
      (taken as the area within a 45-degree angle measured from the invert of the sewer main to the
      finished surface level) shall be accurately located and determined by a licensed Surveyor and
      shown on all plans submitted for Operational Works approval.
      To ensure Council’s sewer main is accessible for maintenance purposes and is protected from
      risk of damage no structures requiring a building permit (eg. buildings, retaining walls
      exceeding 1m in height, raised terraces, etc) shall be constructed within this ‘zone of influence’
      or within 1.5m of the centreline of the sewer main, whichever is the greater. As such the
      applicant shall amend Operational Works plans including Building plans to ensure compliance.

Town Water Supply
64.   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. The service shall
      be configured as a fire service (hydrants and sprinklers) and a single domestic service (which
      includes the Fire Hose Reels).
65.   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.
66.   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.
67.   For Multiple Uses (including Building Format Plans, Group Title Plans, etc) the development
      shall be served by:
      67.1.   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
      67.2.   Individual water meters to each tenement capable of being separately rated, and
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