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Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 38, section 1. The text section number identifies this passage in the reader.
Part 2: Construction phase – stormwater management design objectives for temporary drainage works
Part G
Temporary drainage works Anticipated operation design life and
minimum design storm event
< 12 months 12–24 months > 24 months
Appendices
Drainage structure 1 in 2 year 1 in 5 year 1 in 10 year
ARI/39% AEP ARI/18% AEP ARI/10% AEP
Where located immediately up-slope of an occupied 1 in 10 year ARI/10% AEP
property that would be adversely affected by the
failure or overtopping of the structure
Culvert crossing 1 in 1 year ARI/63% AEP
Part 3: Construction phase – stormwater management design objectives for emergency spillways on
temporary sediment basins
Drainage structure Anticipated operation design life and
minimum design storm event
< 3 months 3–12 months > 12 months
Emergency spillways on temporary sediment basins 1 in 10 year 1 in 20 year 1 in 50 year
ARI/10% AEP ARI/5% AEP ARI/2% AEP
Note: Refer to IECA 2008 Best Practice Erosion and Sediment Control (as amended) for details on the application of the
Construction Phase requirements. Advice should be obtained from a suitably qualified person e.g. Certified Practitioner in
Erosion and Sediment Control, or Registered Professional Engineer Queensland, with appropriate knowledge and experience
in erosion and sediment control design and implementation.
State Planning Policy page 81
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