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05. Hales - Planning Report

Attached to the e-mail Operational Works Application OPW20/0117 - 37 Mossman Crt Noosa Heads.

of 43

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PROJECT URBAN – 20153                                                                            13 Jul 2020


Performance Criteria             Acceptable Solution                           Comments
Design, construction and safety – pontoons
                                              tilts no more than 15o at any
                                              time;
                                 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).
18.4 Prescribed tidal works The design and construction of the                 Not applicable.
that are a pontoon are pontoon is consistent with the following:-
designed and constructed in a a) subject to paragraph (c), the pontoon’s       The proposed structure is not a
way to ensure the pontoon’s         flotation unit is:-                        pontoon.
flotation unit will:-               (i)       attached,     through      the
(a) rise and fall to allow for a              pontoon’s system for mooring
change in tidal water levels,                 the unit, to concrete anchors
including a change caused by                  in the bank landward of the
a flood or storm tide; and                    pontoon; or
(b) not be separated from the       (ii)      moored by piles;
lot to which the pontoon is b) subject to paragraph (c), if a tidal water
connected because of:-              level change resulting from a flood or
   (i) a change in tidal water      storm tide with an AEP of 1% would
levels        mentioned       in    cause a pontoon’s flotation unit to
paragraph (a); or                   detach from the system for mooring
   (ii) the flow of tidal water     the unit:-
around         the     pontoon,     (i)       the standard applying under
including tidal water affected                paragraph (a); and
by a flood or storm tide.           (ii)    the pontoon’s flotation unit is
                                    restrained with a tethering system to
                                    withstand the effects of the event;
                                 c) if a planning scheme standard is more
                                    stringent than the standard mentioned
                                    in paragraph (a) or (b)– the planning
                                    scheme standard, to the extent it is
                                    more stringent than the standard
                                    mentioned in paragraph (a) or (b).
18.5 Prescribed tidal works The design and construction of the                 Not applicable.
that are a pontoon identifies pontoon is consistent with the following
the lot to which the pontoon standards:-                                       The proposed structure is not a
is connected.                    a) a label that identifies the lot to which   pontoon.
                                    the pontoon is connected is written or
                                    stamped on, or fixed to, the outside of
                                    the pontoon’s floatation unit;
                                 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 33 of 42
Operational Works
37 Mossman Court, Noosa Heads 4567
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