2022-02-17 Ordinary Meeting Agenda

ORDINARY MEETING AGENDA                                                       17 FEBRUARY 2022


          include the Water by Design (2009) – Maintaining Vegetated Stormwater Assets (Version
          1) document and must include the full cost of maintaining the system in accordance with
          that document.
    42.   Operating rainwater collection and stormwater harvesting tanks must be provided as
          shown identified in section 6.2 of the Engineering Report & Stormwater Management
          Plan report For Proposed Residential and Commercial Tenancies at 30-32 Doonella St
          (A6035/21/ENG/RevB). The tanks must be provided in accordance with an Operational
          Works approval.
    43.   Certification must be submitted to Council from a qualified person* which certifies that
          the rainwater collection tank/s and associated reticulation has/have been installed in
          accordance with the requirements of this Decision Notice.
          *(Refer to Advisory Note)
    Acid Sulfate Soils
    44.   All waters, including stormwater runoff, groundwater seepage and leachate must achieve
          the following quality prior to release from the site at all times:
          a.    a pH range of 6.5-8.5 pH units;
          b.    50mg/L maximum total suspended solids concentration;
          c.    0.3mg/L maximum total iron concentration;
          d.    0.2mg/L maximum total aluminium concentration; and
          e.    no visible plume at either the point of release from the site or within a waterway.
    ENVIRONMENTAL HEALTH
    Waste Storage
    45.   The developer must provide waste storage and disposal facilities in accordance with
          Planning Scheme Policy 9, Waste Management, including an external imperviously
          paved area correctly sized for all refuse and recycling containers and suitably screened
          from public places and neighbouring properties.
    46.   A bin wash area is required with a cold-water tap, hose and drain outlet connected to
          sewer, via a bucket trap. The drain outlet is to be designed to prevent storm water entry
          to the sewerage system which can be achieved by a bunded area, with a nib wall height
          of 100mm maximum, enclosing a wash area of 700mm x 700mm minimum (max 0.7m²).
          Alternatively, the waste area can be roofed, or any other appropriate design approved
          by Council.
          Noise
    47.   Written certification is required from a suitably qualified person confirming that sound
          pressure levels from all mechanical plant and equipment comply with the following:
          a.    Air-conditioning and Refrigeration
                   •   7am to 10pm: Maximum level allowable = background + 5dB(A)
                   •   10pm to 7am: Maximum level allowable = background + 3dB(A)
          b.      Pumps
                   •   7am to 7pm: Maximum level allowable = background + 5dB(A)
                   •   7pm to 10pm: Maximum level allowable = background + 3dB(A)
                   •   10pm to 7am: No audible noise.
    48.   The certification must be submitted to Council, which certifies that operational noise from
          any fixed plant and equipment complies with the requirements of this Decision Notice.


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