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Annex 13 - Schedule 3 - Prescribed Tidal Works
Attached to the e-mail DA Application - Noosa Oyster Project (2 of 3).
Coastal Protection and Management Regulation 2017
Schedule 3. Code for Assessable Development that is prescribed tidal works
Part 3 Performance outcomes and acceptable outcomes
19.4 Prescribed tidal works that are a The design and construction of the revetment or seawall is
revetment or seawall are not adversely consistent with the following standards— Not applicable.
affected by hydrostatic pressure. (a) subject to paragraph (b), AS 4678 to the extent
requirements stated in the Standard apply to hydrostatic Not a revetment or seawall.
pressure for earth-retaining structures;
(b) if a relevant planning scheme standard is more stringent
than the standard mentioned in paragraph (a)—the relevant
planning scheme standard, to the extent it is more stringent
than the standard mentioned in paragraph (a).
Design, construction and safety -wharves
(s 5(2) outcome)
20.1 Prescribed tidal works that are a wharf The design and construction of the wharf is consistent with the Not applicable.
are designed and constructed in a way to following standards—
ensure it is able to support its intended loads, (a) subject to paragraph (b)— Not a wharf.
having regard to its relevant loading matters.
(i) for a wharf constructed within a marina—AS 3962 to
the extent requirements stated in the Standard apply to
relevant loading matters for the design or construction
of the wharf; or
(ii) for a wharf not constructed within a marina—each of
the following Australian Standards to the extent
requirements stated in the Standard apply to relevant
loading matters for the design or construction of the
wharf—
(A) AS/NZS 1170.0;
(B) AS/NZS 1170.1;
(C) AS/NZS 1170.2;
(D) AS 1170.4;
(E) AS 4997;
(b) if a relevant planning scheme standard is more
stringent than the standard mentioned in paragraph
(a)—the relevant planning scheme standard, to the
extent it is more stringent than the standard mentioned
in paragraph (a).
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