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CONTENTS
1. Introduction 1
1.1 Project Purpose and Scope 1
1.2 Site Characteristics 1
1.3 Project Data and Guidelines 3
1.4 Performance Criteria 3
1.5 Previous Approval 3
2. Stormwater Quality Management 4
2.1 Overview 4
2.2 Operational Phase 4
2.3 Model Development 4
2.3.1 Catchments 4
2.3.2 Climate Data 5
2.3.3 Modelling Parameters 5
2.4 Treatment System 7
2.4.1 Treatment Train Sizing 7
2.5 Water Quality Model Results 8
2.6 Treatment Train Operation and Maintenance 9
2.6.1 Construction & Establishment 9
3. Stormwater Quantity Management 10
3.1.1 Existing Scenario 10
3.1.2 Developed Scenario (unmitigated) 11
3.1.3 Mitigation Scenario 13
4. Conclusion 14
5. QUALIFICATIONS 15
Appendices
Appendix A: Proposed Site Layout Plan 16
Appendix B: Preliminary Engineering Design Plans 17
Appendix C: WBNM Results Summary 18
Tables
Table 2.1: Water Quality Objectives .................................................................................................................................................................... 4
Table 2.2: Treated Catchment Properties ............................................................................................................................................................ 4
Table 2.3: Rainfall-Runoff Parameters ................................................................................................................................................................. 5
Table 2.4: Pollutant Export Parameters ............................................................................................................................................................... 6
Table 2.5: Bioretention Parameters..................................................................................................................................................................... 7
Table 2.6: MUSIC Model Results .......................................................................................................................................................................... 8
Table 3.1:WBNM Sub-Catchment Fraction Impervious Values - Existing Scenario ........................................................................................... 11
Table 3.2: Existing Peak Flows ........................................................................................................................................................................... 11
Table 3.3:WBNM Sub-Catchment Fraction Impervious Values - Developed Scenario ...................................................................................... 11
Table 3.4: Peak Discharge Comparison – Existing Vs Developed Sceanrio ........................................................................................................ 12
73 EUMUNDI - NOOSA ROAD, NOOSAVILLE I BBNE00529_0002_0001-REP-001-0 iii
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