Approved Plans - MCU18-0097 · MCU18/0097

                 GOOD SHEPHERD LUTHERAN COLLEGE                                                                                                       ODYSSEY CONSULTING GROUP
                 Lot 30 on SP170751                                                                                                        Conceptual Stormwater Management Plan
                 115 Eumundi Noosa Road, Noosaville                                                                                                              Project No: K4277


                 FIGURES
                 Figure 1:             Subject Site - Locality Plan (modified from maps.google.com.au).............................................................. 2
                 Figure 2:             Aerial Photograph (modified from google maps.google.com.au)............................................................... 3
                 Figure 3:             Mitigated Post Development Catchment Q100 Flow Rates (25 minute Storm) ........................................... 9
                 Figure 4:             Music Modelling Treatment Train ............................................................................................................ 12



                 TABLES
                 Table 1:              Site Description........................................................................................................................................... 1
                 Table 2:              Pre Development Coefficients of Runoff .................................................................................................... 4
                 Table 3:              Pre Development Time of Concentration ................................................................................................... 4
                 Table 4:              Catchment A - Pre Development Internal Catchment Peak Flow Rates ..................................................... 4
                 Table 5:              Post Development Catchment Impervious Properties ............................................................................... 5
                 Table 6:              Post Development Coefficients of Runoff................................................................................................... 5
                 Table 7:              Catchment C Time of Concentration .......................................................................................................... 5
                 Table 8:              Catchment A Post Development Peak Flow Rates ...................................................................................... 5
                 Table 9:              Catchment B Post Development Peak Flow Rates ...................................................................................... 6
                 Table 10:             Catchment C Post Development Flow Rates .............................................................................................. 6
                 Table 11:             External Catchment C ................................................................................................................................. 6
                 Table 12:             External Catchment A Peak Flow Rates ...................................................................................................... 7
                 Table 13:             Peak Discharge Rate for Site (m3/s) ........................................................................................................... 8
                 Table 14:             Detention Tank A Parameters..................................................................................................................... 8
                 Table 15:             Comparison of Pre Development, Post Development and Mitigated Flow Rates for Catchment B ........... 8
                 Table 16:             Construction Phase Key Pollutants ........................................................................................................... 10
                 Table 17:             Construction Phase Water Quality Performance Criteria ......................................................................... 10
                 Table 18:             Treatment Train Effectiveness of Proposed SQID ..................................................................................... 13
                 Table 19:             Bio-retention Basin Maintenance Schedule ............................................................................................. 14



                 APPENDICES
                 Appendix A            Skyline Surveyors, Contour and Detail Survey (Ref: 21 April 2017)
                 Appendix B            Burling Brown Architects, Carpark 1 (Ref: GSL06/SK03/P7)
                                       Burling Brown Architects, Carpark 2 (Ref: GSL06/SK04/P7)
                 Appendix C            Odyssey Consulting Group, Pre Development Catchment Plan (Ref: K4277/P005/B)
                 Appendix D            Odyssey Consulting Group, Post Development Catchment Plan (Ref: K4277/P006/E)
                 Appendix E            Odyssey Consulting Group, External Catchment Plan (Ref: K4277/P011/C)
                 Appendix F            Odyssey Consulting Group, Stormwater Management Plan (Ref: K4277/P007/G)
                                       Odyssey Consulting Group, Stormwater Detention and Bioretention Details (Ref: K4277/P010/E)
                 Appendix G            Odyssey Consulting Group, Sediment and Erosion Control Plan (Ref: K4277/P008/D)
                                       Odyssey Consulting Group, Sediment and Erosion Control Details (Ref: K4277/P009/B)




                 K4277-0002-E                                                                   18 June 2019                                                                        Page iii of iii

Document Set ID: 20894174
Version: 1, Version Date: 03/07/2019