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Site Based Stormwater Managment Plan
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Page 2
Table of Contents
1 INTRODUCTION ............................................................................................ 3
2 EXISTING SITE CONDITIONS .............................................................................. 4
2.1 The Site ................................................................................................ 4
2.2 Surrounding Area ...................................................................................... 4
3 PROPOSED DEVELOPMENT ............................................................................... 5
4 EXISTING DRAINAGE PATTERNS ......................................................................... 6
4.1 Existing Infrastructure ............................................................................... 6
4.2 Existing Drainage Patterns ........................................................................... 7
4.3 Lawful Point of Discharge............................................................................ 7
5 STORMWATER QUANTITY................................................................................. 9
5.1 Rational Method Assessment ........................................................................ 9
5.1.1 Design Storms ....................................................................................9
5.1.2 Rainfall Intensity ................................................................................9
5.1.3 Times of Concentration .........................................................................9
5.1.4 Runoff Coefficients ..............................................................................9
5.1.5 Peak Flows ...................................................................................... 10
5.2 Proposed Drainage Patterns ....................................................................... 10
5.3 Downstream Pipe Infrastructure Considerations ............................................... 11
5.4 XPSTORM Modelling ................................................................................. 11
5.4.1 Intensity Frequency Distribution ............................................................ 11
5.4.2 Initial and Continuing Losses ................................................................. 11
5.4.3 On-site Detention .............................................................................. 12
5.4.4 Comparison of Peak Flows at Lawful Point of Discharge ................................. 12
6 STORMWATER QUALITY ................................................................................ 14
6.1 State Planning Policy Assessment ................................................................ 14
6.2 Construction Phase ................................................................................. 14
6.3 Operational Phase .................................................................................. 16
6.3.1 Sources of Contaminants ..................................................................... 16
6.3.2 Proposed Treatment Train ................................................................... 17
6.3.3 Pollutant Export Modelling ................................................................... 17
6.3.4 MUSIC Modelling Parameters ................................................................. 18
6.3.5 MUSIC Modeling Results ....................................................................... 18
7 FLOODING ................................................................................................ 20
8 CONCLUSION ............................................................................................. 21
Appendix A DETAILED SITE SURVEY PLAN ................................................................. 22
Appendix B PROPOSED DEVELOPMENT PLANS ............................................................ 23
Appendix C NOOSA COUNCIL INTERACTIVE MAPPING DATA ............................................ 24
Appendix D NSC WATER QUALITY AND DRAINAGE CODE ................................................ 25
Appendix E STORMWATER QUANTITY CALCULATIONS................................................... 26
Appendix F CONCEPT SITE LEVELS AND DRAINAGE PLAN ............................................... 27
Appendix G BOM IFD DATA .................................................................................. 28
Appendix H XPSTORM PRE DEVELOPMENT RESULTS ..................................................... 29
Appendix I XPSTORM POST DEVELOPMENT RESULTS.................................................... 30
Appendix J XPSTORM POST DEVELOPMENT MITIGATED RESULTS ...................................... 31
Appendix K STORMWATER QUALITY AND MAINTENANCE GUIDELINES ................................. 32
Appendix L NSC FLOOD HAZARD OVERLAY MAP .......................................................... 33
Site Based Stormwater Management Plan
Proposed Townhouse Development at 99, 101 & 105 Eumundi Noosa Road, Noosaville
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