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Enclosure 4 - Schedule 4a
Attached to the e-mail Operational Works Application OPW17/0016.
12.5 Prescribed tidal work is designed and The design and construction of the prescribed tidal work is
constructed in a way to ensure it does not consistent with the following standards—
adversely affect the operation or maintenance (a) subject to paragraph (c), vessels moored at prescribed tidal The proposed sites are a significant distance from
of any existing stormwater outlet. work do not impede the discharge of existing stormwater outlets. Minimum distance for Site
stormwater; 13 is 60m. No impact is anticipated.
(b) subject to paragraph (c), prescribed tidal work does not
restrict access to any stormwater outlet;
(c) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a) or (b)—the relevant
planning scheme standard, to the extent it is more stringent than
the standard mentioned in paragraph (a) or (b).
12.6 Prescribed tidal work is designed and The design and construction of the prescribed tidal work is The proposed works are designed to minimise the
constructed in a way to ensure it does not consistent with the following standards— potential impact on water quality.
adversely affect the water quality of any tidal (a) subject to paragraph (b), each Australian Standard relevant
water, including, in particular, as a result of— to the design or construction of structures under, within or over a. Release of materials into tidal water is limited
(a) release, into the tidal water, of materials tidal water, to the extent the requirements stated in the Standard to the physical placement of the coir reef
used in the construction of the work; or are directed at maintaining the water quality of tidal water; units in accordance with the design. All
(b) disturbance to the sediment on the bed and (b) if a relevant planning scheme standard is more stringent than excess materials, damaged components,
banks of the tidal water; or the standard mentioned in paragraph (a)—the relevant planning loose oyster shell or other debris from the
(c) exposure to acid sulphate soils. scheme standard, to the extent it is more stringent than the works is to be removed from site.
standard mentioned in paragraph (a).
b. Disturbance of sediment is limited to driving
timber stakes into the seabed to anchor the
units. While embedment of the oyster reefs
would be beneficial to the overall stability of
the base units, no removal of sediment is
proposed.
c. No sediments are to be disturbed and so Acid
Sulfate Soils will not be exposed.
12.7 Prescribed tidal work is designed and The design and construction of the prescribed tidal work is This is not relevant as the work is not intended to be
constructed in a way to ensure it is safe for consistent with the following standards— walked on.
persons standing or walking on the work. (a) subject to paragraph (c), any surface of prescribed tidal work
on which a person may stand or walk is—
(i) not slippery; and
(ii) does not have any feature that may cause the person to trip
or fall;
(b) subject to paragraph (c), any part of prescribed tidal work
that is unsafe for persons standing or walking on the work is
surrounded by adequate barriers to deter persons from entering
the part; (c) if a relevant planning scheme standard is more
stringent than the standard mentioned in paragraph (a) or (b)—
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Coastal Protection and Management Regulation 2003 – Schedule 4A – IDAS code for the development of prescribed tidal work
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