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SBSMR 20004 Revision C - Op Works Application
From the archive Stormwater Submission.zip, inside Operational Works Application OPW21/0272 Submission - DA Form 1 - Plans - Geotech Report - 32 Viewland Dr, Noosa Heads. File date in the archive: 2021-09-21 15:20.
CONTENTS
SUMMARY .....................................................................................................................................................................1
1. INTRODUCTION ..........................................................................................................................................................3
2. SITE CHARACTARISTICS ..............................................................................................................................................4
2.1 Topography ......................................................................................................................................................4
2.3 Soils ..................................................................................................................................................................4
2.4 Vegetation .......................................................................................................................................................4
2.5 Environmental Values ......................................................................................................................................4
3. SEDIMENT & EROSION CONTROL ..............................................................................................................................5
3.1 Erosion Potential..............................................................................................................................................5
4. SITE DRAINAGE INVESTIGATION ................................................................................................................................5
4.1 Design Rainfall Intensities ................................................................................................................................5
4.2 Performance Requirements .............................................................................................................................5
4.3 Concept Stormwater Management Layout .....................................................................................................6
5. WATER QUANTITY .....................................................................................................................................................7
5.1 Piped Drainage System – Pre-Development ....................................................................................................8
5.2 Piped Drainage System – Post Development...................................................................................................9
6. WATER QUALITY ......................................................................................................................................................10
6.1 Stormwater Quality Objectives ......................................................................................................................10
6.2 Stormwater Quality Modelling ......................................................................................................................11
6.3 Treatment Systems Required ........................................................................................................................11
6.4 Results............................................................................................................................................................12
10. CONCLUSIONS & RECOMMENDATIONS .................................................................................................................13
12. REFERENCES ...........................................................................................................................................................13
10.APPENDICES ............................................................................................................................................................... i
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