MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance

                                                                                                                                                                                  Town Planning Report
                                                                                                   28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive



A15 – Water Sensitive Design Code
The below code response has been prepared by Cardno HRP and Cardno Engineering. In addition to the Town Planning Report, reference should be made to the
Engineering Report (Appendix E) in reading this code response.
 Specific Outcome                                          Probable Solution                                                           Response
 Water reuse
 O1      Development uses a combination of                S1.1     Development complies with the water quality standards in            R1.1 Complies
         detention and retention systems to capture                Table 2 of the SEQ Regional Plan Implementation Guideline           Both detention and retention devices are to be provided as outlined
         run-off from areas on the site;                           No. 7 for Water Sensitive Urban Design;                             in the Stormwater Management Plan included as Appendix D in the
         AND                                                                                                                           Engineering Report (Appendix E to the Town Planning Report).
 O2      Water storage devices must have sufficient       S2.1     No solution provided.                                               R2 Alternative Solution (as no Probable Solution is provided)
         capacity having regard to local rainfall                                                                                      Water storage devices have been sized to detain catchment runoff
         pattern and the catchment area of roof or                                                                                     resulting from storms up to and including the 100 year ARI event.
         other hard standing surface;
         AND
 O3      Captured water is utilised for all non-potable   S3.1     Captured water is plumbed to be available for all external          R3.1 Will Comply
         uses on site;                                             uses including gardening, irrigation, ponds, filling swimming       A 300kL rainwater tank is currently proposed for re-use purposes.
         AND                                                       pools and outdoor cleaning, as well as all ground floor toilet      This will be confirmed in the detail design phase of the project.
                                                                   cisterns and washing machine cold taps;
                                                                   AND
                                                          S3.2     Where the captured water is used for toilet flushing and/or         R3.2 Can Comply
                                                                   laundry use, an automatic or manual interchange device that
                                                                   allows alternate use of captured water or the reticulated water
                                                                   supply is installed to ensure that there is a continual supply of
                                                                   water for sanitary flushing and laundry use.
 O4      On-site detention does not adversely impact      S4.1     No solution provided.                                               R4 Alternative Solution (as no Probable Solution is provided)
         on water requirements downstream of the                                                                                       The on-site detention/retention systems proposed will maintain
         site where the water is required to sustain                                                                                   existing environmental flows.
         the ecology and hydrology of downstream
         systems (environmental flows);
         AND
 O5      Within the Shire Business Centre site, as        S5.1     No solution provided.                                               R5 Alternative Solution (as no Probable Solution is provided)
         shown on Map SBC, on-site detention                                                                                           Refer to Appendix E – Engineering Report.
         measures are contained within the
         developed areas of the site, clear of
         drainage lines and Open Space Precincts.
 Run-off treatment
 O6      Run-off that leaves the site is treated so as    S6.1     Development complies with the water quality standards in            R6.1-7.1 Complies
         not to adversely impact on the ecology and                Table 2 of the SEQ Regional Plan Implementation Guideline           Runoff treatment will be provided to satisfy the objectives of the
         hydrology of downstream environmental                     No. 7 for Water Sensitive Urban Design.                             State Planning Policy and the requirements of Noosa Shire Council.
         flows;



December 2014                                                                              Cardno HRP                                                                                           A103