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LATE RFI - SCG 33114 (SWM) Rev A
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
Potential Causes
• Stormwater scour and erosion of excavated or stripped surfaces and stockpiled soils.
• Wind borne transportation of sediments.
• Disturbance/breakup of soil profile via vehicular traffic followed by stormwater scour
and erosion.
• Transportation of sediments from site via excavation vehicles.
Mitigating Measures
• Construction of silt fences around the development site located to cut off all runoff.
• Construction of a sediment basin throughout construction at a low point of the
development site.
• Provide 80-100mm crushed rock (no fines) hardstand under all vehicle paths expected
during construction. Generally, this would be provided from the existing crossover and
extended to a distance within the site that would accommodate the maximum delivery
vehicle length expected.
• Provide rumble grates at exit points from the site for passing earthmoving vehicles.
• Where possible maintain existing landscaping/grasses downslope from construction areas
to act as buffer/silt trap.
• Install temporary downpipes from completed roof structures and ensure runoff passes
through silt fences.
• Minimise concentrating surface flows.
• Place silt barriers around council stormwater pits that the site drains to.
• Cover soil stockpiles with hessian or similar.
SCG Consulting Engineers Page 8 SCG Ref: 33114(SWMP)
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