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MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan
Plans and drawings
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Log in to see the plans as drawn Stakes
Wire mesh screen Plywood panel
(6 to 12 mm openings) or similar
Blocks Timber with
forming dam Support post
drainage
gaps PVC pipe collar
One or more
15 to 25 mm 15 to 25 mm
filter tubes
aggregate aggregate
Flow Flow 200 - 300 mm (min) Flow
wherever practical
(a) Block and aggregate system (b) Timber and aggregate system (c) Filter tube dam system
Notes:
Block wall supported by timber stakes and backing frame where necessary 1. Filter tubes maybe incorporated into most system, including
Sediment Weirs.
2. All sediment control systems must be hydraulically designed
to allow adequate flow bypassing during flows in excess of the
Number of specified sediment control design storm.
3. All diagrams presented here show the sediment control
drainage holes structures much closer to the culvert entrance than would
determine by normally be considered desirable.
hydraulic 4. Figures (e) and (f) apply only to small (<600mm) pipe inlets.
analysis
Two or more parallel
wire mesh fences 15 to 25 mm
aggregate
(d) Typical layout of block wall (front view)
15 to 25 mm Heavy-
Sediment fence with aggregate
Large diameter duty filter
spill-through weir
compost-filled sock cloth
Flow
H
Pipe Pipe
300 mm inlet inlet
Catchments & Creeks Pty Ltd
(min)
(g) Sediment weir system
Drawn: Date:
Pipe and Culvert Inlet
(e) Sediment fence inlet protection (f) Compost filter sock GMW Apr-10 Sediment Traps PC-01
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