Council archive · source document
Appendix D- Stormwater Management Plan · MCU23/0078
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CONTENTS
1. INTRODUCTION ............................................................................................................................................................................. 1
2. SITE CHARACTERISTICS ................................................................................................................................................................ 1
2.1 LOCATION AND EXISTING FEATURES ........................................................................................................................................ 1
2.2 PROPOSED DEVELOPMENT .......................................................................................................................................................... 2
2.3 TOPOGRAPHY AND CATCHMENT CHARACTERISTICS ............................................................................................................ 3
2.3.1 Site A – Western Lot....................................................................................................................................................... 3
2.3.2 Site B – Eastern Lot......................................................................................................................................................... 3
2.4 EXISTING FLOODING CONDITIONS ............................................................................................................................................ 3
3. EXISTING AND PROPOSED STORMWATER INFRASTRUCTURE .............................................................................................. 4
3.1 EXISTING INFRASTRUCTURE ....................................................................................................................................................... 4
3.2 PROPOSED STORMWATER DRAINAGE ...................................................................................................................................... 5
4. STORMWATER QUANTITY ANALYSIS ........................................................................................................................................ 5
4.1 DETAILED HYDRAULIC MODELLING – XP STORM .................................................................................................................... 5
4.1.1 Existing Scenario Model ................................................................................................................................................ 6
4.1.2 Results for Existing Scenario ........................................................................................................................................ 6
4.1.3 XP Storm and Rational Method Comparison ............................................................................................................. 7
4.1.4 Developed Scenario Model ........................................................................................................................................... 8
4.1.5 Detention Basin Design ................................................................................................................................................. 9
4.1.6 Results for Developed Scenario ................................................................................................................................... 9
4.1.7 Hydraulic Impacts on Downstream Waterway Corridor .........................................................................................11
5. STORMWATER QUALITY ............................................................................................................................................................12
5.1 CONSTRUCTION PHASE .............................................................................................................................................................12
5.2 OPERATIONAL PHASE.................................................................................................................................................................12
5.2.1 Pollutants of Concern ..................................................................................................................................................12
5.2.2 Modelling/Assessment Approach ..............................................................................................................................12
5.2.3 Meteorological Data ....................................................................................................................................................12
5.2.4 Source Nodes ................................................................................................................................................................13
5.2.5 Treatment Methodology .............................................................................................................................................13
5.2.6 Treatment Nodes .........................................................................................................................................................13
5.2.7 Proposed Treatment Train - SPEL ..............................................................................................................................15
5.2.8 Results - SPEL ................................................................................................................................................................15
5.2.9 Proposed Treatment Train – OceanProtect ..............................................................................................................16
5.2.10 Results – OceanProtect ................................................................................................................................................17
6. NOOSA SHIRE COUNCIL CODES ................................................................................................................................................17
7. SUMMARY ....................................................................................................................................................................................18
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