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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 – all prescribed tidal work
f) the dead load of the
works and the intended
live load for the works;
g) the impact of
hydrostatic pressures
on the works;
h) the stability of
individual components
of the works, including
for example, boulders,
concrete blocks or
sandbags.
12.2 Prescribed tidal work The design and construction of the Compliant.
does not adversely affect prescribed tidal work is consistent with the
the structural integrity of following standards:- The proposal includes the
any existing revetment or a) subject to paragraph (b), prescribed installation of a new boundary
seawall or another existing tidal works, including any shore wall. The proposed jetty will
structure. abutment, piling or other structure not attach to the new wall so no
connected with the work:- additional loads will be placed
(i) does not place an additional load on this wall.
on any existing revetment or
seawall or another existing
structure; or
(ii) can be structurally supported by
an existing revetment or seawall or
another existing structure;
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).
12.3 Prescribed tidal work The design and construction of the Compliant.
are designed and prescribed tidal works is consistent with
constructed in a way to the following standards:- The proposed works will
ensure it does not adversely a) subject to paragraph (b), prescribed involve only minimal
affect the stability of the bed tidal work does not cause, by changing disturbance to the canal bed
and banks of any tidal water. the flow of water, the removal of, or and banks during the works.
disturbance to, the sediment on the Temporary sediment control
bed and banks of any tidal water; measures will be input in place
b) if a relevant planning scheme standard as per the proposed plans. The
is more stringent than the standard effects will be relatively short
mentioned in paragraph (a) – the term. This is certified in the
relevant planning scheme standard, to engineer’s certificate.
the extent it is more stringent than the
standard mentioned in paragraph (a).
Development Assessment Report Page 21 of 42
Operational Works
37 Mossman Court, Noosa Heads 4567
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