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Volume 2 - Code Responses · 132006.823
COLUMN 1 COLUMN 2 ASSESSMENT
SPECIFIC OUTCOMES PROBABLE SOLUTIONS (if code assessable)
Stormwater run-off
O2 S2.1 Complies with probable solution.
Stormwater is diverted around disturbed areas. Diversion drains or bunds are designed and Development proposal complies with the
constructed to drain upstream run-off around the prescribed solution. The key to the erosion
disturbed site; protection strategy is the construction of cut-off
AND drains within the property but upstream of the
development site prior to the commencement of
S2.2 earthworks to divert clean run-off from upstream
Discharge from the diversion drains do not cause areas of the site away from the areas disturbed by
run-off impacts to other properties; earthworks. (Refer Bayview Noosa Hydrology and
OR Stormwater Management Plan prepared by WBM
Oceanics Australia).
S2.3
Alternative methods, as described in the Institution of Development proposal complies with the
Engineers Australia (Queensland Division) Soil Erosion prescribed solution. Discharge from diversion
and Sediment Control Guidelines for Queensland drains is into the drainage line that runs through
Construction Sites, are used. the site. Energy dissipation on the outlets will
prevent damage within the property and ensure
no adverse impacts on downstream properties.
Temporary check dams across overland flow
paths will be constructed to slow the flow and
disperse the flow over a wide area as it is
discharged to the drainage line.
The drainage line is an established waterway with
a stable bed and banks and no disturbance to the
creek is proposed except at drainage outlets.
Drainage outlets will be reinstated with rock
mattresses and vegetation to protect disturbed
areas and to provide energy dissipation so that the
water velocity on adjacent bed and banks is not
high enough to affect the stability of the bed and
Volume II: Code Responses
Viridian Noosa Project
Viridian Stage 3
Erosion and Sediment Control Code 11 April 2006 Page 36
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