MCU14/0056 Response to SARA - Consulting Report

                   Corner Myall Street & Ferrells Road Cooroy, QLD 4563
                                                 SEQwater Development Guidelines
                         Development Guidelines for Water Quality Management in Drinking Water Catchments

Table 4 Element 1: On-Site Wastewater Treatment and Effluent Disposal Specific Outcomes and Measures cont.

                Specific Outcome                               Measures                                          Comment

 S4    Wastewater Treatment System            M4.1 The wastewater treatment system
                                              must include:
       The wastewater treatment system is
       certified under the Plumbing and
       Drainage Act 2002, combines black      a) A disinfection process to achieve the     Not Applicable
       (toilet) and grey (kitchen/ablution)   required microbiological quality and
       water, and is capable of producing     processes including: chlorination, UV
       the standard of treatment required     radiation, oxidation or membrane
       by this Element.                       processes as per the Queensland
                                              Plumbing and Wastewater Code, if
                                              surface irrigation is the desired disposal
                                              method;

                                              b) For a dwelling, provide emergency         Not Applicable
                                              storage capacity of 1,000 litres and
                                              adequate buffering for shock
                                              loading/down time and the like;

                                              c) For other than a dwelling, provide        The proposed pump station will include additional
                                              emergency storage capable of holding 3 –     emergency storage. Refer to sewer and water analysis
                                              6 hours peak flow of treated effluent in     report prepared by GHD.
                                              the event of emergencies/overload, with
                                              provision for desludging; and