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Town Planning Report and Appendices - Cooroibah
Attached to the e-mail Changed MCU application addition of OPW Application MCU16/0099 & OPW16/0218.
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Performance outcomes Acceptable outcomes Response Comment
And
AO23.9 In-stream scour protection structures are Scour protection will be utilised from the reuse of the natural
roughened throughout to approximately simulate natural bed.
bed conditions.
And
AO23.10 Culvert alignment to the stream flow minimises The proposed culvert alignment is to match that of the
water turbulence. existing culvert.
And
AO23.11 There is sufficient light at the entrance to and There will be sufficient light at the entrance to and through
through the culvert so that fish are not discouraged by a the culvert.
sudden descent into darkness.
And
AO23.12 The depth of cover above the culvert is as low The depth of cover above the culvert will be designed to suit
as structurally possible, except where culverts have an anticipated construction traffic.
average recurrence interval (ARI) greater than 50 years.
And
AO23.13 For culvert crossings designed with a flood N/A Flood immunity is not applicable.
immunity >ARI 50, fish passage is provided up to culvert
capacity.
And
AO23.14 Adequate design (for example, culvert aperture) Adequate design and maintenance measures will be put in
and maintenance measures are in place for the life of the place to keep the crossing clear of blockages.
crossing to keep crossings clear of blockages through a
regular inspection program in order to retain fish passage
through the crossing.
And
AO23.15 Crossings within the bed and banks do not N/A Crossings within bed and banks are not proposed.
incorporate culverts.
PO24 Waterway crossings other than AO24.1 The crossing is built at or below bed level so that N/A A waterway crossing is not proposed as part of this
bridges or culverts provide adequate fish the surface of the crossing is no higher than the stream application.
passage for the site and: bed at the site.
(1) fish passage is provided for the life And
of the crossing
AO24.2 For the life of the crossing, relative levels of the N/A Refer to Response AO24.1.
(2) hydraulic conditions (depth, crossing, any bed erosion or scour protection and the
velocities and turbulence) from the stream bed are kept so that there are no drops in
downstream to the upstream limit of elevation at their respective joins.
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 16 of 24
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