Appendix H. Planning Scheme Code Responses

                                                                                                                                              INDUSTRY ZONE CODE
                                                                                                                       Performance Criteria and Acceptable Solutions


    Environmental Protection                    No solution provided.                      Complies with specific outcomes
    O198 Industrial development is conducted                                                As demonstrated by the submitted Civil Engineering
    in an environmentally responsible manner,                                               Report provided at Appendix F, the proposed
    operating without deleterious impacts on                                                development is able to achieve all requirements for
    immediate, surrounding or downstream                                                    Stormwater Management Plans as described in QUDM
    communities,       environments      and                                                2013 standards, as well as a pollutant load reduction as
    environmental processes.                                                                required by the SPP 2017 and Noosa Shire Council
                                                                                            standards. In this regard, the site has been divided into
                                                                                            two (2) catchments, a high-risk area and a low-risk area
                                                                                            and recommends the implementation of a SPEL
                                                                                            Puraceptor unit to treat runoff from the high-risk area
                                                                                            before returning filtered run-off to the low risk drainage
                                                                                            system for further treatment. ADG as consulting
                                                                                            engineering’s for the proposed development also
                                                                                            recommend the implementation of StormSack, Gross
                                                                                            Pooluant Traps and First Flush Devices in accordance
                                                                                            with the Preliminary Engineering Services Layout Plan
                                                                                            provided at Appendix F.




1      Solution:  = Acceptable Solution                                                                                                                 Appendix H
                 A/S = Alternative Solution
                 N/A = Not applicable to this proposal

PR137996-1                                                              November 2017                                                                        Page 3