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Appendix J - Civil Engineering Report and SBSMP
Noosa Residential Development
Ref: 24553 C R002 REV03 10.08.21.docx
August 2021
Contents
EXECUTIVE SUMMARY 5
1 INTRODUCTION 6
1.1 Background 6
1.2 Background Information 6
1.3 Property Detail 6
2 EXISTING SITE 8
2.1 Existing Site Features 8
3 FLOODING 9
3.1 Flooding Considerations 9
4 PROPOSED DEVELOPMENT 10
5 STORMWATER INFRASTRUCTURE 11
5.1 Existing Infrastructure 11
5.2 Lawful Point of Discharge (LPD) 11
5.2.1 Existing LPD 11
5.3 External Catchment 11
6 STORMWATER QUANTITY ASSESSMENT 12
6.1 Proposed Development and Associated Issues 12
6.2 Stormwater Quantity Modelling – XP-STORM 12
6.3 XP- Modelling Assumptions and Methodology 12
6.3.1 Pre-Development Case Model 13
6.3.2 Post-Development Case Model 13
6.4 Peak Storm Results 14
6.5 Recommendation 14
6.6 Onsite Detention Lifecycle Costs 14
7 STORMWATER QUALITY ASSESSMENT 15
7.1 Treatment Objectives 15
7.2 Site Analysis and Design Strategy 16
7.2.1 Pre-Development Phase 16
7.2.2 Bulk Earthworks Phase 16
7.2.3 Construction Phase 17
7.2.4 Maintenance 17
7.3 Stormwater Quality Improvement Devices (SQIDs) 17
7.4 Operational Phase Treatment 17
7.4.1 Bioretention Basin 18
7.4.2 Swale drains 18
7.5 MUSIC Model 18
7.6 On-site Treatment Lifecycle Costs 19
7.7 Water Quality Monitoring 19
7.8 Maintenance 19
8 CONCLUSION 20
BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH Page 3
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