2022-02-17 Ordinary Meeting Minutes

ORDINARY MEETING MINUTES                                                   17 FEBRUARY 2022


                   Operational Works approval and the Water by Design Guidelines.
        40.   All stormwater quality treatment devices must be maintained in accordance with
              the Water by Design (2009) - Maintaining Vegetated Stormwater Assets (Version
              1). A copy of this document must be retained on the site together with the approved
              Operational Works drawings for the stormwater quality treatment system and a
              detailed life cycle costing of the system attached as an addendum. Records of all
              maintenance activities undertaken must be kept and made available to Council
              upon request.
        41.   Any proposed Community Management Statement required for the development
              must 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

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