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Appendix D- Stormwater Management Plan · MCU23/0078
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LIST OF FIGURES
Figure 1: Site Locality Plan ................................................................................................................................................................................................................... 2
Figure 2: Noosa Shire Council Interactive Flood Map ............................................................................................................................................................. 4
Figure 3: Proposed Treatment Train (Site A) – SPEL .............................................................................................................................................................. 15
Figure 4: Proposed Treatment Train Site B (Northern & Southern Catchment) – SPEL ......................................................................................... 15
Figure 5: Proposed Treatment Train (Site A) – OceanProtect ............................................................................................................................................ 16
Figure 6: Proposed Treatment Train (Site B) – OceanProtect ............................................................................................................................................ 16
LIST OF TABLES
Table 1: XP Storm Existing Model Parameters ............................................................................................................................................................................ 6
Table 2: XP Storm Existing Peak Flow Results – Site A (m3/sec) .......................................................................................................................................... 6
Table 3: XP Storm Existing Peak Flow Results – Site B (South) (m3/sec) ......................................................................................................................... 7
Table 4: XP Storm Existing Peak Flow Results – Site B (South) (m3/sec) ......................................................................................................................... 7
Table 5: Comparison of Rational Method & XP Storm Existing Peak Flows – Site A (m3/sec)............................................................................... 8
Table 6: XP Storm Developed Model Parameters – Site A..................................................................................................................................................... 8
Table 7: XP Storm Developed Model Parameters – Site B (North) ..................................................................................................................................... 8
Table 8: XP Storm Developed Model Parameters – Site B (South) ..................................................................................................................................... 8
Table 9: XP Storm Developed Model Hydraulic Routing ........................................................................................................................................................ 9
Table 10: XP Storm Developed Mitigated Peak Flow Results – Site A (m3/sec) ........................................................................................................ 10
Table 11: XP Storm Developed Mitigated Peak Flow Results – Site B (North) (m3/sec) ........................................................................................ 10
Table 12: XP Storm Developed Mitigated Peak Flow Results – Site B (North) (m3/sec) ........................................................................................ 10
Table 13: XP Storm Existing and Developed Mitigated Peak Discharge Comparison – Site A (m3/sec)......................................................... 11
Table 14: XP Storm Existing and Developed Mitigated Peak Discharge Comparison – Site B (North) (m3/sec)......................................... 11
Table 15: XP Storm Existing and Developed Mitigated Peak Discharge Comparison – Site B (South) (m3/sec)......................................... 11
Table 16: Noosa Shire Council Water Quality Objectives .................................................................................................................................................... 12
Table 17: Source Node Information – Site A Catchment ..................................................................................................................................................... 13
Table 18: Source Node Information – Site B Northern Catchment ................................................................................................................................. 13
Table 19: Source Node Information – Site B Southern Catchment ................................................................................................................................. 13
Table 20: Selected Stormwater Quality Treatment Devices................................................................................................................................................ 14
Table 21: Pollutant Removal Rates Discharge (Site A) – SPEL ........................................................................................................................................... 15
Table 22: Pollutant Removal Rates Discharge (Site B) – SPEL............................................................................................................................................ 16
Table 23: Pollutant Removal Rates Discharge (Site A) – OceanProtect ......................................................................................................................... 17
Table 24: Pollutant Removal Rates Discharge (Site B) – OceanProtect ......................................................................................................................... 17
APPENDICES
Appendix A DEVELOPMENT DRAWINGS
Appendix B ENGINEERING DRAWINGS
Appendix C EXISTING STORMWATER AND CONTOUR INFORMATION
Appendix D RATIONAL METHOD CALCULATIONS
Appendix E XPSTORM OUTPUTS
Appendix F MUSIC DATA
Appendix G COUNCIL CODES
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