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Town Planning Report and Appendices - Cooroibah
Attached to the e-mail Development Permit – 23 Jirrima Crescent, Cooroibah MCU16/0099.
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Performance outcomes Acceptable outcomes Response Comment
PO23 Waterway barriers that are culverts AO23.1 Culverts are only installed where the site The proposed culvert replacement is considered an
provide adequate fish passage for the conditions do not allow for a bridge. adequate solution for the site conditions.
site, and: And
(1) fish passage is provided for the life
of the crossing AO23.2 The combined width of the culvert cell apertures Refer to Response AO23.1.
are equal to 100 per cent of the main channel width.
(2) hydraulic conditions (depth,
velocities and turbulence) from the And
downstream to the upstream limit of AO23.3 The culvert crossing and associated erosion The culvert base will match the current invert less 300 mm
the structure allow for fish passage protection structures are installed at no steeper gradient with 300 mm of natural bed re-used.
of all fish attempting to move through than the waterway bed gradient.
the crossing at all flows up to the
And
drownout of the structure.
AO23.4 For the life of the culvert crossing, relative levels Refer to Response AO23.3.
Editor’s note: For guidance see the of the culvert invert, apron and scour protection and the
Department of Agriculture, Fisheries and stream bed are kept so that there are no drops in
Forestry 2014 Fact Sheet Maintaining Fish elevation at their respective joins.
Passage in Queensland: What is a Waterway And
Barrier Work?
AO23.5 The base of the culvert is: Refer to Response AO23.3.
(1) buried a minimum of 300 millimetres to allow bed
material to deposit and reform the natural bed on top
of the culvert base, or
(2) the base of the culvert is the stream bed, or
(3) the base of the culvert cell is roughened throughout
the culvert floor to approximately simulate natural bed
conditions.
And
AO23.6 The outermost culvert cells incorporate Refer to Response AO23.3.
roughening elements such as baffles on their bankside
sidewalls.
And
AO23.7 Roughening elements are installed on the Refer to Response AO23.3.
upstream wingwalls on both banks to the height of the
upstream obvert or the full height of the wingwall.
And
AO23.8 Roughening elements provide a contiguous lower Refer to Response AO23.3.
velocity zone (no greater than 0.3 metres/second) for at
least 100 millimetres width from the wall through the
length of the culvert and wingwalls.
State development assessment provisions Module 5 — Fisheries resources 5.2 Constructing or raising waterway barrier works in fish habitats state code
22 July 2016 V1.9 Page 15 of 24
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