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EngSWMP
Attached to the e-mail Response to Information Request MCU16/0079 (email 2 of 3).
1 Memorial Avenue Tewantin, QLD 4565
State Planning Policy April 2016 – Water Quality
Performance Outcome Criteria and Acceptable Outcomes
Performance outcomes Acceptable outcomes Solution
f. identifies funding sources for the above, including
bonds, headworks charges or levies.
Table A: Construction phase—stormwater management design objectives
Application
Applies to all climatic regions.
Issue Design Objectives
Temporary 1. Design life and design storm for temporary drainage works:
Drainage Control
drainage • Disturbed area open for <12 months—1 in 2-year ARI event
works • Disturbed area open for 12–24 months—1 in 5-year ARI event
• Disturbed area open for > 24 months—1 in 10-year ARI event
2. Design capacity excludes minimum 150 mm freeboard
3. Temporary culvert crossing—minimum 1 in 1-year ARI hydraulic capacity
Erosion 1. Minimise exposure of disturbed soils at any time
Erosion Control
control measures 2. Divert water run-off from undisturbed areas around disturbed areas
3. Determine the erosion risk rating using local rainfall erosivity, rainfall depth, soil-loss rate or
other acceptable methods
4. Implement erosion control methods corresponding to identified erosion risk rating
Sediment control 1. Determine appropriate sediment control measures using:
Sediment Control
measures • potential soil loss rate, or
• monthly erosivity, or
• average monthly rainfall
2. Collect and drain stormwater from disturbed soils to sediment basin for design storm event:
• design storm for sediment basin sizing is 80th% five-day event or similar
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