2017-11-13 General Committee Meeting Notes

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


               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
               Waste Disposal
         42.   The developer must provide waste storage and disposal facilities in accordance
               with Planning Scheme Policy No. 9 “Waste Management Multi-Dwellings and
               Commercial and Industrial Premises”. The facilities must include an external
               impervious area correctly sized for all refuse and recycling containers and
               suitably screened from public places and neighbouring properties. 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 must be designed to prevent storm water entry
               to the sewerage system.
         43.   Refuse containers must be provided in accordance with the requirements of the
               Environmental Protection (Interim Waste) Regulation 1996 and (Waste
               Management) Regulation 2000, for the storage and collection of refuse.
         44.   Public bins must be provided throughout the car park to reduce littering. Bins
               provided must be for refuse and recycling and be decanted into the bulk bins by
               the site operators.
    B.   Enter into an Infrastructure Agreement with the applicant that provides for the
         acquisition of part of the site, compensation for this land acquisition, frontage works
         being undertaken by Council, demolishing of the existing building and car parking in
         lieu of 8 on-site car parking spaces.
                                                                                          Carried.




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