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05. Hales - Planning Report
Attached to the e-mail Operational Works Application OPW20/0117 - 37 Mossman Crt Noosa Heads.
PROJECT URBAN – 20153 13 Jul 2020
Performance Criteria Acceptable Solution Comments
Design, construction and safety – jetties and piers
matters for the design or construction
of the jetty or pier:-
(i) AS/NZS 1170.0;
(ii) AS/NZS 1170.1;
(iii) AS/NZS 1170.2;
(iv) 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).
16.2 Prescribed tidal works The design and construction of the jetty or Compliant.
that are a jetty or a pier are pier is consistent with the following
designed and constructed in a standards:- The proposed jetty has a
way to ensure it remains a) Subject to paragraph (b), either:- handrail that will extend above
above the water at highest (i) The level of the deck of a jetty the HAT water mark to indicate
astronomical tide. or pier is at least 300mm the presence of the inundated
above the water at highest jetty.
astronomical tide; or
(ii) Piles or other markers indicate
the presence of the jetty or
pier when it is inundated;
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).
16.3 Prescribed tidal works (s 5(2) outcome) Compliant.
that are a jetty or pier and for The design and construction of the jetty or
a private purpose and are on pier is consistent with the following The proposed jetty meets with
State tidal land are designed standards:- the Council planning scheme
and constructed in a way to (a) subject to paragraph (b):- requirement in that no part of
ensure the jetty or pier is of a (i) all parts of the deck of the the deck of the jetty is wider
size suitable for the use of a jetty or pier have a width of at than 1500mm.
vessel while still minimizing least 900mm and not more
the amount of tidal water than 3m and The proposed jetty is within the
occupied by the jetty or pier. (ii) All parts of the jetty or pier are water allocation area for the
within a water allocation area connecting lot.
for the lot connected to the
jetty or pier;
(b) if a relevant planning scheme standard
is more stringent than the standard
mentioned in paragraph (a) – the
relevant planning scheme standard, to
Development Assessment Report Page 29 of 42
Operational Works
37 Mossman Court, Noosa Heads 4567
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