Pre-Request Response Application 132001.210310.1

Flood Investigation & Stormwater Quantity Management Plan                                             BROWN
                                                                                                             S11Ulrt Wztn’
Proposed Residential Development at Doonella Stage C
                                                -




7.0      REFERENCES
         JF&P (2008),Site Based Storm water Management Plan Revision B, Beckmans Green, Noosaville;

         Brisbane City Council (2003),Natural Channel Guidelines;

         Noosa District   -

                              Planning Scheme Policy 5 (2006) Engineering design Standards
                                                             -                                -

                                                                                                  Roads, Drainage and
         Earthworks;

         OUDM (2007).


8.0      DISCLAIMER
This report has been prepared on behalf of and for the exclusive use of Stockland Lake Doonella Pty Ud and is subject

to and issued in accordance with the agreement between Brown Consulting (OLD)Pty Ud.

Our investigation and analysis has been specifically catered for the particular requirements of Stockland Lake Doonella

Pty Ud and may not be applicable beyond this scope. For this reason, any other third parties are not authorised to
utilise this report without further input and advice from Brown Consulting (OLD)Pty Ud.

Brown Consulting (OLD)Pty Ud accepts no liability or responsibility whatsoever for the report in respect of any use of

or reliance upon this report   by any third party.
The investigation and analysis has relied on information provided by others. We accept no responsibility for accuracy

of material supplied by others. The accuracy of the investigation, analysis and report is dependent upon the accuracy

of this information.


9.0      APPENDICES
Appendix A:        Oueensland Rational Method Calculations

Appendix B:        Hydrological Analysis Details & Model Summaries
Appendix C:        Hydraulic Analysis Details & Results
Appendix D:        Design Plans & Details




B09182.W-02A                                                                                                     Page 12