2017-11-13 General Committee Meeting Notes

RECOMMENDATIONS ONLY – NOT THE FINAL DECISION OF COUNCIL
GENERAL COMMITTEE MEETING                                                   13 NOVEMBER 2017


        37.   The applicant must submit plans for approval with the operational works
              application for the inclusion of educational signage or stencilling to be
              incorporated within the development to ensure patrons are reminded to minimise
              waste and place it in bins.
              Stormwater Harvesting
        38.   Operating underground stormwater harvesting tanks must be provided for the
              development. The tanks must be provided in accordance with an Operational
              Works approval and must include in particular:
              a.    a total tank capacity of a size suitable to maintain expected non-potable
                    and outdoor uses for a 2 month period without rain.
              b.    a minimum catchment of 50% of the building roof area.
              c.    re-use of harvested rainwater for internal non-potable uses and outdoor
                    uses.
              d.    stormwater harvesting tanks are to be located to the rear of the building.
        39.   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.
              Acid Sulfate Soils
        40.   All works must be carried out in accordance with an Acid Sulfate Soil and
              Groundwater Management Plan for the development prepared by a suitably
              qualified person and referenced in a Development Permit for Operational Works.
              The Acid Sulfate Soil and Groundwater Management Plan submitted with the
              application for Operational Works must detail:
              a.    Management necessary for the proposed filling to avoid any impacts of the
                    Potential Acid Sulfate Soils identified on the site – in particular impacts
                    related to compacting Acid Sulfate Soils into the groundwater table and
                    releasing water contaminants.
              b.    design measures necessary to prevent any oxidation of the potential acid
                    sulfate soils or transfer of acid sulfate soil leachates via dewatering of
                    groundwater through underground pipe bedding material.
              c.    Any other matters necessary to prevent the oxidation of potential acid
                    sulfate soils or release of Acid Sulfate Soil related water contaminants.
        41.   All waters, including stormwater runoff, groundwater seepage and leachate from
              acid sulfate soils must achieve the following quality prior to release from the site:
              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
              e.    no visible plume at either the point of release from the site or within a
                    waterway




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