Copy Response to DERM's information request from applicant - REC11/0145

                                                              4                                                 5 March 2012
 BRSS6220.000




       5
         Where local government have not adopted a storm tide natural hazard management area, the designed
                                                                                            have not undertaken
       storm tide event should be indicated on the plans. However, where local government
                                  information about the areas subject to storm tide inundation, the plans should
       detailed studies to provide
       indicate the default area which is below highest astronomical tide + 1.5m.


           7.    Policy 2.3. 1 Future need for access

                                                                                                       beaches
           .
                 Report on the measures proposed to provide public access to any newly created            or

                 foreshore areas, including measures proposed to safeguard    the stabl’lity of frontal dune

                 areas.

           .     Provide details of whether the development wI’ll result in net loss of access to the foreshore
                 or public usabt’lity of coastal waters and,
                                                               if so, demonstrate why the loss may be

                 acceptable.


       Applicant Response
       There will be no net loss of access to the foreshore or public usability of coastal waters. The site
                                                     a public pathway (south-western side)
                                                                                             and a Reserve
       adjoins an existing Esplanade (eastern side),
                                                                                              Please refer
       (southern side). The proposal does not create a need for any additional public access.
       to plan no. BRSS6220.000-00l REV D and plan no. BRSS6220.000-002 REV A.




           8.    Policy 2.4. 1 Water quality management

           .     Provide details of how the development will or may affect water quality of any ad;’acent
                 coastal waters including coastal waterways.


       Applicant Response
       As detailed in Design Drawing No. OlA and Design Drawing No. 02A, prepared by
                                                                                                 DMC QLD

       Enterprises Pty Ltd in Appendix B, the proposed stormwater system       is designed   to  capture all
       concentrated flows from roofed areas by pipe, and will directly discharge into an existing system.

                                                                                                                    will
       As detailed in DMC QLD Enterprises Pty Ltd’s covering letter in Appendix B, the development
       have     net
                no          of Storm water Quality as the future Roofwater System is a sim/’lar treatment
                      worsening                                                                             "

       and size as the existing system. No net change in storm water and water quality is expected.




           9.    Policy 2.4.4 Stormwater Management

           .     Provide detal’ls ofproposed site drainage particularly with regard to any stormwater runoff
                 across any coastal dune or wetland areas.




       Applicant Response
       As detailed in DMC QLD Enterprises Pty Ltd’s covering letter in Appendix B, "it is proposed
                                                                                                                that all

        new dwellings wI’ll provide   sufficient down pipes to a piped roof-water drainage system which will
        connect and discharge into an existing storm water pit, which is located in the counC/’l pathway,                          I"~


                                        boundory, opproxlinotely 25 upstream of the
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