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MCU14/0106 & OPW15/0001 Appendix E - Stormwater Management Plan

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Noosa Civic
Stormwater Management Plan




Table of Contents
1       Introduction                                                                        1
2       Stormwater Quantity Management                                                      2
        2.1          Regional Flood Mapping                                                 2
        2.2          Local Catchment Modelling                                              2
                     2.2.1    Hydrologic Model Details                                      2
                     2.2.2    Hydraulic Model Details                                       4
3       Stormwater Quality Modelling                                                        8
        3.1          Environmental Values and Water Quality Objectives                      8
        3.2          Pollutant Impact Assessment                                            8
4       Response to Information Request                                                   11
5       Conclusion                                                                        15
6       Qualifications                                                                    16


Tables
Table 2-1        Existing Scenario Catchment Properties                                    3
Table 2-2        Developed Scenario Catchment Properties                                   3
Table 2-3        Adopted Hydrologic Parameters                                             4
Table 2-4        Manning’s ‘n’ Values                                                      4
Table 2-5        C1 Carpark Area Stage-Storage Relationship                                5
Table 2-6        C2 Carpark Area Stage-Storage Relationship                                5
Table 2-7        C3 Carpark Area Stage-Storage Relationship                                5
Table 2-8        C4 Carpark Area Stage-Storage Relationship                                5
Table 2-9        C5 Carpark Area Stage-Storage Relationship                                6
Table 2-10       Total Site Discharge                                                      6
Table 2-11       Culvert Maximum Discharge Velocity                                        6
Table 2-12       Culvert Inlet Maximum Water Surface Level                                 7
Table 3-1        Operational Phase Performance Criteria                                    8
Table 3-2        MUSIC Model Meteorological Data and Rainfall-Runoff Parameters            8
Table 3-3        Full Site MUSIC Catchment Parameters                                      9
Table 3-4        MUSIC Catchment Areas                                                     9
Table 3-5        Common Basin Details                                                      9
Table 3-6        Basin Areas                                                              10
Table 3-7        Full Site Treatment Basin MUSIC Model Results                            10



Figures
Figure 1         Site Location
Figure 2         Existing WBNM Model
Figure 3         Developed WBNM Model
Figure 4         MUSIC Model Layout




QIC Noosa Civic Pty Ltd                            Version Final                  11 May 2015
J13041R2_Final SWMP.docx                       Commercial in Confidence               Page iii
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