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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
and at an angle as close as possible to 70° to the
centre-line of the boat ramp or slipway;
(ii) covering the surface with a substance ordinarily
used on slippery surfaces to prevent skidding;
(iii) making, through a physical act, the surface coarse
before it sets, including, for example, by raking the
surface;
(c) subject to paragraph (d), the upper surface of a boat
ramp or slipway for which a winch is not used to hoist or
haul vessels onto the boat ramp or slipway is at a
gradient of not steeper than—
(i) if the surface is treated by using a method
mentioned in paragraph (b)(i) or (ii)—1:7; or
(ii) otherwise—1:10;
(d) if a relevant planning scheme standard is more
stringent than the standard mentioned in paragraph (a),
(b) or (c)—the relevant planning scheme standard, to
the extent it is more stringent than the standard
mentioned in paragraph (a), (b) or (c).
Design, construction and safety - bridges
The design and construction of the bridge is consistent with the Not applicable
14.1 Prescribed tidal works that are a bridge following standards—
do not adversely affect existing public use of (a) subject to paragraph (b), the clearance levels under a Not a bridge
tidal water, including, for example, use of the bridge are high enough to allow continued public use of tidal
tidal water for canoeing, swimming or other water over which it is constructed;
recreational activities.
(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).
17
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