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Development Application Part 2 of 2 - Plan and Site photos - OPW13/0614
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COORD I NA TES
Reference East North Elevat ion Description
AC2 507332.173 7080708.068 0.685 TOE OF" BAG
AC3 507333.115 7080709.074 1.314 TOP OF" BAG
AC4 507333.867 7080708.837 1 .
4 12 BACK OF BAG
AC5 507334.417 7080711. 130 1.275 BACK OF" BAG
AC6 507333.404 7080711.608 1. 198 TOP OF BAG
AC8 507332.801 7080711.776 0.313 TOE OF BAG
AC9 507334.386 7080714.076 0.364 TOE OF" BAG
AC10 507334.874 7080713.544 1.206 TOP OF" BAG
AC 11 507335.870 7080713.083 1.207 BACK OF" BAG
AC12 507338.632 7080715.690 1 .
2 10 BACK OF" BAG
AC 13 507337.953 7080716.665 1 .
170 TOP OF" BAG
AC14 507337.333 7080717.049 o. 123 TOE OF" BAG
AC19 507343.749 7080722.091 0.385 TOE OF" BAG
/. AC20 507344.080 7080721.752 1. 185 TOP OF" BAG
AC21 507344.799 7080720.890 1 .
314 BACK OF" BAG
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AC23 507352.097 7080727.234 1.226 TOP OF" BAG
AC24 507351.854 7080727. 739 0.433 TOE OF" BAG
AC19
AC25 507355.482 7080729.915 0.414 TOE OF" BAG
AC26 507356.038 7080729.054 1.264 TOP OF" BAG
AC27 507356.505 7080729.131 1.682 TOP OF BAG
AC28 507356.440 7080728.277 1.285 BACK OF" BAG
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AC31 507367.046 7080735.812 1.496 TOP OF" BAG
AC32 507366.514 7080736. 742 0.334 TOE OF" BAG
AC33 507378.043 7080743.201 0.281 TOE OF" BAG
AC34 507378.508 7080742.458 1.399 TOP OF" BAG
AC35 507379.084 7080741.721 1.482 BACK OF" BAG
AC36 507385.964 7080748.233 -0.008 TOE OF" BAG
AC37 507386.748 7080747.212 1.234 TOP OF" BAG
AC38 507386.847 7080746.064 1.254 BACK OF" BAG
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AC40 507393.953 7080748. 181 1.201 TOP OF BAG
AC41 507393.677 7080749.432 O. 159 TOE OF BAG
AC42 507404.620 7080749.535 0.410 TOE OF" BAG
AC43 507404.805 7080748.387 1.538 TOP OF BAG
AC44 507404.791 7080747.392 J.569 BACK OF" BAG r.
AC45 507408.692 7086746.497 1.544 BACK OF BAG
AC46 507408.970 7080747.627 1.450 TOP OF" BAG
AC47 507408.783 7080748.313 0.627 TOE OF" BAG
AC48 507413.218 7080745.790 0.974 TOE OF" BAG
AC49 507413.261 7080745.579 1.372 TOP OF" BAG
AC50 507413.110 7080744.635 1 .
41 1 BACK OF" BAG
AC51 507413.479 7080744.501 1.345 BACK OF" BAG
AC52 507413.752 7080745.390 1.284 TOP OF" BAG
AC53 507413.751 7080745.543 1 .
120 TOE OF" BAG
Qi.w.i: Horizontal Datum Surve ved/Checked: 103 Wrigley St
CARRURUTHERS CONTRACTING ARK/PSC (Cnr Sugar Rdl
Drawing Number: PO Box 5774
MGA94 Drawn/Checked:
Maroochydore BC
Prolect: G541 AS CONSTRUCTED PLAN PSC
MAROOCHYDORE
Vertical Datum AHD dtlr Dote:
135793-01 QLD 4558
Geofabrlc Bags Along Foreshore 30/06/2010
Russell Street Caravan vide OPM 9078 (RL 1.2621
Surveying & Town Planning Ph 07 5479 5311
Park, Noosavllle Sheet no. f of f sheets.
Scale:
1:250 (.1 A 31
Fax 07 5479 1289
ACN 098 201 828 Part of CadCon International Pty Ltd codc on~cad co n.com.a
Page 4
Response column key:
Achieved
10.1 Tidal works, or development in a coastal management district state code PIS Performance solution
N/A Not applicable
Table 10.1.1: All development
Performance outcomes Acceptable outcomes Response Comment
P01 Development in a coastal hazard A01.1 Development is located outside a high coastal Achieved These works are located within a coastal hazard area
area is compatible with the level of hazard area unless it is: (erosion prone area) and are considered to be essential as
severity of the coastal hazard. (1) coastal-dependent development, or they are for the protection of the Noosa River Caravan Park
(2) temporary, readily relocatable, or able to be located at Munna Point.
abandoned,or
(3) essential community service infrastructure, or
(4) small- to medium-scale tourist development, or
(5) development that is compatible with temporary .
inundation due to its nature or function, or
(6) within an existing built-up urban area, or is
redevelopment of built structures that cannot be
relocated or abandoned.
AND
A01.2 Development referred to in A01.1(6) avoids being N/A These works do not involve the redevelopment of built
located within a high coastal hazard area, or where this is structures.
not practicable, minimises the exposure of people and
permanent structures to coastal hazard impacts and
mitigates residual impacts where it is not practicable to
locate the development outside a high coastal hazard
area.
P02 Development siting, layout and A02.1 Development within a coastal hazard area is Achieved These works enhance the Noosa River Caravan Park’s
access in a coastal hazard area located, designed, constructed and operated to maintain resilience to storm tide events.
responds to a potential coastal hazard or enhance the community’s resilience to defined storm
and minimises risk to personal safety and tide events and coastal erosion by limiting the exposure of
property. people and structures to coastal hazard impacts and
ensuring:
(1) habitable rooms of built structures are located above
the defined storm tide event level and any additional
freeboard level that would ordinarily apply in a flood
prone area under a relevant planning scheme
standard, or
(2) a safe refuge is available for people within the
premises during a defined storm tide event, or
(3) at least one evacuation route remains passable for
emergency evacuations during a defined storm tide
event, including consideration of the capacity of the
route to support the evacuation of the entire local
population within a reasonably short time frame (for
State development assessment provisions Module 10-Coastal protection 21 June 2013 Page 1 of 15
10.1 Tidal works, or development in a coastal management district state code
Page 5
Performance outcomes I Acceptable outcomes Response I Comment I
example, 12 hours).
AND
A02.2 Development within a coastal hazard area is Achieved These works enhance the Munna Point Caravan Parks
located, designed and constructed to ensure exposed resilience to storm tide events.
structures can sustain flooding from a defined storm tide
event.
AND
A02.3 Essential community service infrastructure is: N/A These works do not include any community infrastructure.
(1) located so that it is not inundated by a recommended
storm tide event specified for that infrastructure, or
(2) located and designed to ensure any components of
the infrastructure that are likely to fail to function or
may result in contamination when inundated by a
storm tide (for example, electrical switch gear and
motors, water supply pipeline air valves) are:
(a) located above the peak water level for a
recommended storm tide event, or
(b) designed and constructed to exclude storm tide
intrusion or infiltration (including by being located
in the ground), or
".
(c) able to temporarily stop functioning during a
recommended storm tide event without causing
significant adverse impacts to the infrastructure
or the community.
AND
A02.4 Emergency services infrastructure and emergency N/A These works do not impact any emergency services
shelters, police facilities, and hospitals and associated infrastructure.
facilities have an emergency rescue area above the peak
water level for a recommended storm tide event.
AND
A02.5 Redevelopment of existing built structures avoids N/A The work does not involve the redevelopment of existing
increasing the exposure of people and permanent structures.
structures to adverse coastal hazard impacts (including
impacts on the development’s ongoing operation).
P03 Development directly, indirectly and A03.1 Development avoids increasing the number of Achieved. These works reduce erosion risk at Munna Point and
cumulatively avoids an unacceptable premises from which people would need to be evacuated therefore do not increase the severity of the coastal hazard.
increase in the severity of the coastal to prevent death or injury from a defined storm tide event.
hazard, and does not significantly
increase the potential for damage on the
premises or to other premises.
P04 Development avoids the release of A04.1 Development that involves the manufacture or N/A These works do not involve the manufacture or storage of
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 2 of 15
10.1 Tidal works, or development in a coastal management district state code
Page 6
Performance outcomes Acceptable outcomes Response Comment
hazardous materials as a result of a storage of hazardous materials in bulk are designed to: hazardous materials.
natural hazard event. (1) prevent the intrusion of waters from a defined storm
Editor’s note: Applications should: tide event into structures or facilities containing the
N/Ahazardous materials, or
(1) assess the risk of storm tide inundation (2) ensure hazardous materials remain secured despite
releasing or otherwise exposing inundation, induding secure from the effects of
hazardous materials, including
hydrodynamic forcing associated with wave action or
appropriate emergency planning and
flowing water.
contingency measures.
(2) applications are to be supported by a
report certified by a Registered
Professional Engineer of Queensland
(RPEQ)that demonstrates this
performance outcome will be achieved.
POS Natural processes and the AOS.1 Development in an erosion prone area within the N/A These works do not indude development in the coastal
protective function of landforms and coastal management district: zone.
vegetation are maintained in coastal (1) maintains vegetation on coastal landforms where its
hazard areas. removal or damage may:
Editor’s note: Applications should be (a) destabilise the area and increase the potential
supported by a report certified by an RPEQ for erosion, or
that demonstrates this performance outcome
(b) interrupt natural sediment trapping processes or
will be achieved.
dune or land building processes
(2) maintains sediment volumes of dunes and near-shore
coastal landforms, or where a reduction in sediment
volumes cannot be avoided, increased risks to
development from coastal erosion are mitigated by
location, design, construction and operating
standards
(3) maintains physical coastal processes outside the
development footprint for the development, including
longshore transport of sediment along the coast
(4) reduces the risk of shoreline erosion for areas
adjacent to the development footprint unless the
development is an erosion control structure
(5) reduces the risk of shoreline erosion for areas
adjacent to the development footprint to the
maximum extent feasible in the case of erosion
control structures.
AND
AOS.2 Development in a storm tide inundation area is N/A These works do not indude development in the coastal
located, designed, constructed and operated to: zone.
(1) maintain dune crest heights, or where a reduction in
crest heiQhts cannot be avoided, mitiQate risks to
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 3 of 15
10.1 Tidal works. or development in a coastal management district state code
Page 7
Performance outcomes I Acceptable outcomes Response I Comment I
development from wave overtopping and storm surge
inundation
(2) maintain or enhance coastal ecosystems and natural
features, such as mangroves and coastal wetlands,
between the development and tidal waters, where the
coastal ecosystems and natural features protect or
buffer communities and infrastructure from sea level
rise and impacts from storm tide inundation.
AND
A05.3 Redevelopment of built structures in the erosion N/A These works do not iiwolve the redevelopment of built
prone area within a coastal management district: structures in the erosion prone area and therefore A05.3 is
(1) avoids intensifying the use of the premises, or not applicable.
(2) demonstrates that any intensification of use will not
result in a significant increase in foreshore or bank
hardening due to:
(a) the presence of existing erosion control
structures on or adjacent to the property, or
(b) the existing necessity to install erosion control
structures to defend built structures on the
property from an imminent threat of coastal
erosion. ",
AND
A05.4 Development that is coastal protection work Achieved Following ongoing erosion issues these works involve the
involves: construction of a geotextile sand bag wall for the protection
(1) beach nourishment undertaken in accordance with a of the Noosa River Caravan Park.
program of beach nourishment works that source
sediment of a suitable quality and of a type and size
These works were completed under emergent works in
which match that of the native sediment usually found
accordance with Section 585 of the Sustainable Planning
at the location, or
Act 2009 which allows for tidal works to be constructed
(2) the construction of an erosion control structure, without a development approval in an emergency.
where it is demonstrated that installing an erosion
,.
control structure is the only feasible option for
protecting permanent structures from coastal erosion These works are considered to be temporary works for the
at those structures cannot be abandoned or relocated protection of the Noosa River Caravan Park. As such
in the event of coastal erosion occurring. RPEQ certification was not required.
Editor’s note: Applications for coastal protection work should be
supported by a report certified by an RPEQ that demonstrates
how the engineering solution sought by the work will be achieved.
Editor’s note: Applications for erosion control structures should
demonstrate the consideration of beach nourishment techniques,
and include a statement of why nourishment (in whole or part)
has not been adopted as the preferred means of controllinq the
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 4 of 15
10.1 Tidal works, or development in a coastal management district state code
Page 8
Performance outcomes Acceptable outcomes Response Comment
erosion risk.
AND
A05.5 Development involving reclamation: N/A These works do not involve reclamation.
(1) does not alter, or otherwise minimises impacts on,
the physical characteristics of dune systems,
induding dune crest height and sand volume
(2) does not alter, or otherwise minimises impacts on,
the physical characteristics of a waterway or the
seabed near the reclamation, induding flow regimes,
hydrodynamic forces, tidal water and riverbank
stability
(3) is located outside the active sediment transport area,
or otherwise maintains sediment transport processes
as dose aspossible to their natural state
(4) ensures activities associated with the operation of the
development maintain the structure and condition of
vegetation communities and avoid wind and water
run-off erosion.
P06 Erosion prone areas in a coastal A06.1 Development locates built structures outside the N/A These works do not involve any development e.g. habitable
management district are maintained as part of the coastal management district that is the erosion built structures, lifesavers towers or other premises.
development free buffers, or where prone area unless the development:
penn anent buildings or structures exist, (1) is coastal-dependent development, or
coastal erosion risks are avoided or (2) is temporary, readily relocatable, or able to be
mitigated. abandoned, or
(3) is essential community service infrastructure, or
(4) is located landward of an applicable coastal building
line, or
(5) is located landward of the alignment of adjacent
habitable buildings if there is no coastal building line,
and on a lot that is less than 2000 square metres in
size, or
(6) is redevelopment of existing built structures, or
(7) is coastal protection work, or
(8) locates built structures landward of other penn anent
built structures that are likely to be defended from
coastal erosion, if it is demonstrated the development
cannot reasonably be located outside the erosion
prone area.
AND
A06.2 Development referred to in A06.1(4), (5)or (8) N/A These works do not indude development referred to
\’
above ensures sufficient space is provided seaward of the A06.1 (4),(5)or (8).
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 5 of 15
10.1 Tidal works, or development in a coastal management district state code
Page 9
I
Performance outcomes I Acceptable outcomes Response ! Comment
development within the premises to allow for the
construction of erosion control structures (such as a
seawall).
AND
A06.3 Coastal-dependent development: N/A These works do not involve the construction of
(1) locates, designs and constructs relevant buildings or buildings/structures.
structures to withstand coastal erosion impacts,
including by use of appropriate foundations
or -
(2) installs and maintains coastal protection works to
mitigate adverse impacts to people and permanent
structures from coastal erosion at the location.
AND
A06.4 Development that is temporary, readily relocatable, N/A These works do not involve any development e.g. habitable
able to be abandoned, or essential community service built structures, lifesavers towers or other premises.
infrastructure:
(1) locates built structures landward of an applicable
coastal building line
(2) where there is no coastal building line, locates
habitable built structures landward of the alignment of
adjacent habitable buildings
(3) locates lifesaver towers or beach access
infrastructure to minimise its impacts on physical
coastal processes
or
(4) where it is demonstrated that (1)or (2)is not
reasonable and (3)does not apply:
(a) locates built structures as far landward as
practicable
(b) uses layout design to minimise the footprint of
the development that remains within the erosion -
prone area.
AND
A06.5 Redevelopment of existing built structures not N/A These works do not involve the redevelopment of existing
referred to in A06.4, and excluding marine development: built structures.
(1) relocates built structures outside that part of the
erosion prone area that is within the coastal
management district, or
(2) relocates built structures as far landward as
practicable, and landward of an applicable coastal
building line, or
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 6 of 15
10.1 Tidal works, or development in a coastal management district state code
Page 10
Performance outcomes Acceptable outcomes Response Comment
(3) where there is no coastal building line, relocates built
structures landward of the alignment of adjacent
habitable buildings, or
(4) uses layout design to minimise the footprint of the
development that remains within the erosion prone
area, or
(5) provides sufficient space seaward of the development
within the premises to allow for the construction of
erosion control structures.
AND
A06.6 Redevelopment of built structures in the erosion N/A These works do not involve the redevelopment of existing
prone area within a coastal management district, which built structures.
results in an intensification of use, mitigates the erosion
threat to the development, having regard to:
(1) use of appropriate foundations for the building or
structure, given the practical design life of the
development
(2) installing and maintaining on-site erosion control
structures if the development is not intended to be
temporary.
AND
A06.7 Development that is coastal protection work: Achieved. These works are for coastal protection in the form of beach
(1) is in the form of beach nourishment that maintains the nourishmenUerosion control structures, and seek to maintain
natural characteristics and landform of the beach or the natural characteristics of the beach.
foreshore
or
(2) is in the form of an erosion control structure where
beach nourishment is not feasible for addressing the
risk of coastal erosion, and the erosion control
structure is located on private land to the maximum
extent feasible.
P07 Development avoids or minimises A07.1 Coastal protection work that is in the form of beach Achieved. The coastal protection works use methods suitable for the
adverse impacts on coastal resources nourishment uses methods of placement suitable for the location. The works do not interfere with the long-term use
and their values, to the maximum extent location that do not interfere with the long-term use of the of the locality.
reasonable. locality of, or natural values within or neighbouring, the
proposed placement site.
AND
A07.2 Marine development is located and designed to N/A These works are not marine development.
expand on or redevelop existing marine infrastructure
unless it is demonstrated that it is not practicable to
co-locate the development with existing marine
State development assessment provisions Module 10 Coastal protection
- 21 June 2013 Page 7 of 15
10.1 Tidal works, or development in a coastal management district state code
Page 11
I
Performance outcomes I Acceptable outcomes Response
’
Comment
infrastructure.
AND
A07.3 Marine development: N/A These works are not marine development.
(1) relies on a natural channel of a depth adequate for
the intended vessels, or
(2) where there are no feasible alternative location for
the facility in the local area that do not require
dredging for navigation channel purposes: -
(a) involves capital dredging for new navigation
channel purposes
(b) is located, designed and operated to minimise
the need for capital and subsequent
maintenance dredging for navigation channel
purposes.
AND
A07.4 Development minimises capital dredging or the N/A These works do not include dredging or disposal of material
disposal of material in coastal waters during key biological during key biological events.
events (such as fish aggregations or spawning)for
species found in the area.
AND
A07.5 Measures are to be incorporated as part of siting N/A A07.5 is not relevant to these works.
and design of the development to protect and retain
identified ecological values and underlying ecosystem
processes within or adjacent to the development site to
the greatest extent practicable. This includes:
(1) maintaining or restoring vegetated buffers between
development and coastal waters to the extent
practicable, unless the development is within ports or
airports, or is marine development
(2) maintaining or enhancing the connectivity of -
ecosystems in consideration of the cumulative effect
of the development in addition to existing developed
areas
(3) retaining coastal wetlands, seagrass beds and other
locally important feeding, nesting or breeding sites for
native wildlife.
AND
A07.6 Measures are incorporated as part of siting and N/A A07.6 is not relevant to these works.
design of the development to maintain or enhance water
quality to achieve the environmental values and water
quality objectives outlined in the Environmental Protection
State development assessment provisions Module 10 Coastal protection
-
21 June 2013 Page 8 of 15
10.1 Tidal works, or development in a coastal management district state code
r
J
Page 12
"
Performance outcomes Acceptable outcomes Response Comment
(Water)Policy 2009.
AND
A07.7 Development avoids the disturbance of acid N/A These works involve construction of a geotextile sand bag
sulphate soils, or where it is demonstrated that this is not wall on ground level.
possible, the disturbance of acid sulphate soils is carefully
managed to minimise and mitigate the adverse effects of
the disturbance on coastal resources.
P08 Coastal protection work is A08.1 Coastal protection work is only undertaken to Achieved These works were required to protect existing structures
undertaken only as a last resort INhere protect existing permanent structures from imminent from imminent adverse coastal erosion impacts at the
erosion presents an imminent threat to adverse coastal erosion impacts, and the structures Noosa River Caravan Park at Munna Point.
public safety or permanent structures. cannot reasonably be relocated or abandoned.
Editor’s note: Applications for coastal AND
protection work must be supported by a A08.2 Coastal protection work is undertaken on private N/A Works undertaken on State owned land (reserve for
report certified by an RPEQ that land to the maximum extent reasonable. Camping and Recreation, Sunshine Coast Council as
demonstrates how the engineering
AND trustee).
solution sought by the work will be
achieved. A08.3 Coastal protection work does not increase the Achieved. These works do not increase the coastal hazard risk for
coastal hazard risk for adjacent areas or properties. adjacent areas.
P09 Development avoids adverse A09.1 Development: N/A A09.1 is not applicable to these works.
impacts on matters of national (1) is set back from matters of national environmental
environmental significance and matters significance or matters of state environmental
of state environmental significance, or significance
where this is not reasonably possible, (2) avoids interrupting, interfering or otherwise adversely
impacts are minimised and residual impacting underlying natural ecosystem components
impacts are offset. or processes and interactions that affect or maintain
the matters of national environmental significance or
matters of state environmental significance, such as
water quality, hydrology, geomorphology and
biological processes, or
(3) incorporates measures as part of its location and
design to protect and retain matters of national
environmental significance or matters of state
environmental significance and underlying ecosystem
processes within and adjacent to the development
site to the greatest extent practicable.
Editor’s note: Applications for development should identify any
threatened species or their habitats, or threatened ecosystems,
that may be affected by the proposal. In particular, applications
should identify and describe how the development avoids
adverse impacts on any critical life stage ecological processes
within or adiacent to the development area.
State development assessment provisions Module 10-Coastal protection 21 June 2013 Page 9 of 15
10.1 Tidal works, or development in a coastal management district state code
Page 13
Performance outcomes I Acceptable outcomes Response I Comment I
AND
A09.2 An environmental offset is provided for any N/A A09.25 is not applicable to these works.
unavoidable significant residual impact on matters of state
environmental significance caused by the development.
Editor’s note: Applications for development should identify
anticipated losses, and outline what actions are proposed to be
undertaken to offset the loss in accordance with the relevant
Queensland Government Environmental Offset Policy available
.’
from the Department of Environment and Heritage Protection
library catalogue.
P010 Development maintains or AO 1 0.1 Developm ent adjacent to state coastal land or Achieved. This work maintains public access to the foreshore.
enhances general public access to or tidal water:
along the foreshore, unless this is (1) demonstrates that restrictions to public access are
contrary to the protection of coastal necessary for:
resources or public safety. (a) the safe or secure operation of development, or
(b) the maintenance of coastal landforms and
coastal habitat
(2) separates residential, tourist and retail development
from tidal water with public areas or public access
facilities, or
(3) maintains existing public access (including public
access infrastructure that has been approved by the
local government or relevant authority) through the
site to the foreshore for:
(a) pedestrians, via access points including
approved walking tracks, boardwalks and
viewing platforms, or
(b) vehicles, via access points including approved
roads or tracks.
AND
A010.2 Development adjacent to state coastal land, Achieved. Works maintain access to all necessary parties.
including land under tidal water:
(1) is located and designed to:
(a) allow safe and unimpeded access to, over, under
or around built structures located on, over or
along the foreshore
(b) ensure emergency vehicles can access the area
near the development, or
(2) minimises and offsets any loss of access to and
along the foreshore within two kilometres of the
existing access points, and the access is located and
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 10 of 15
10.1 Tidal works, or development in a coastal management district state code
I
Page 14
Performance outcomes Acceptable outcomes Response Comment
designed to be consistent with (1)(a) and (b).
AND
A010.3 Any parts of private marine development that N/A A01 0.3 is not applicable to these works.
extend over tidal water are to be designed, constructed
and used for marine access purposes only.
P011 Development avoids structures A011.1 Private marine development and other structures N/A These works do not include private marine development or
attaching to, or extending across, non- such as decks or boardwalks for private use do not attach structures including decks or boardwalks.
tidal state coastal land abutting tidal to, or extend across state coastal land that is situated
waters. above the high water mark.
Editor’s note: For occupation permits or allocations of State land,
refer to the Land Act 1994.
P012 Further development of canals, dry A012.1 The design, construction and operation of artificial N/A These works do not involve the construction of canals, dry
land marinas and artificial waterways tidal waterways maintains the tidal prism volume of the land marinas and artificial waterways.
avoids or minimises adverse impacts on natural waterway to which it is connected.
coastal resources and their values, and AND
does not contribute to:
A012.2 The design, construction and operation of artificial N/A These works do not involve the construction of canals, dry
(1) degradation of water quality
tidal waterways does not increase the number of premises land marinas and artificial waterways.
(2) an increase in the risk of flooding
vulnerable to flooding from a defined storm tide event.
(3) degradation and loss of matters of
national environmental significance AND
and matters of state environmental A012.3 The location of artificial waterways avoids matters N/A The work does not involve the construction of canals, dry
significance (including, but not of national environmental significance and matters of state land marinas and artificial waterways.
limited to, coastal wetlands, fish environmental significance, or does not result in any
habitat areas and migratory species significant adverse effect on a matter of national
habitat). environmental significance or matter of state
environmental significance.
P013 Development does not involve No acceptable outcome is prescribed. N/A The work does not inyolve land reclamation.
reclamation of land below the highest
astronomical tide, other than for the
purposes of:
(1) coastal-dependent developm ent,
public marine development or
community infrastructure
(2) strategic ports, boat harbours or
strategic airports and aviation
facilities, in accordance with a
statutory land use plan, where there
is a demonstrated net benefit for the ..
state or region and no feasible
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 11 of 15
10.1 Tidal works. or development in a coastal management district state code
Page 15
I I
Performance outcomes I Acceptable outcomes Response Comment :
alternative exists
(3) coastal protection work or work
necessary to protect coastal
resources or physical coastal
processes.
Table 10.1.2: Operational work
Performance outcomes I Acceptable outcomes Response Comment
P01 Tidal works that is private marine A01.1 The location and design of tidal works that is N/A The work is not private marine development.
development does not result in adverse private marine development:
impacts to tidal land. (1) is on private land abutting state tidal land and used
Editor’s note: In addressing this performance for property access purposes
outcome, the applicant should also have
(2) occupies the minimum area reasonably required for
regard to requirements for private marine its designed purpose
development in the prescribed tidal works
code in the Coastal Protection and (3) is not to be roofed or otherwise covered
Management Regulation 2003. (4) does not require the construction of coastal protection
works, riverbank hardening or dredging for marine
Editor’s note; Applications should be access
supported by a report certified by an RPEQ to
(5) does not adversely impact on public safety or public
demonstrate compliance with this performance
access and use of the foreshore.
outcome.
P02 Development does not result in the No acceptable outcome prescribed. N/A The work does not result in the disposal of material dredged
disposal of material dredged from an from an artificial waterway into coastal waters.
artificial waterway into coastal waters,
with the exception of:
(1) reclamation works, or
(2) coastal protection works, or
(3) the maintenance of an existing
artificial waterway and the at-sea
.,
disposal of material that has
previously been approved for the
waterway.
P03 Development includes and complies A03.1 A dredge management plan for the development: N/A These works do not involve dredging.
with a dredge management plan that (1) directs the operation of the development
demonstrates how environmental (2) identifies disposal methods and disposal sites for the
impacts will be managed and mitigated, removed material for the construction and operational
and how the requirements of the National phases of the development
Assessment Guidelines for Dredging, (3) outlines how any adverse effects from extraction
Australia Government Department of the activities on sediment transport processes and/or
Environment, Water, Heritage and the adjacent coastal landforms will be mitigated or
Arts, 2009 will be met. otherwise remediated by suitably planned and
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 12 of 15
10.1 Tidal works, or development in a coastal management district state code
I
Page 16
Performance outcomes Acceptable outcomes Response Comment
implemented beach nourishment and rehabilitation
works.
Editor’s note: The development must comply with the National
assessment guidelines for dredging, Australian Government
Department of Environment, Water, Heritage and the Arts, 2009
AND
A03.2 For land based disposal of dredged material, any N/A These works do not involve dredging.
area used for storing, dewatering, drying or rehandling
dredge material as outlined in the dredge management
plan is:
(1) of sufficient size for the projected volume of dredged
material from relevant capital or maintenance
dredging
(2) protected from future development that would
compromise the use of the area for its intended
purpose of spoil dewatering.
AND
A03.3 For at-sea disposal of suitable dredged material, N/A These works do not involve dredging.
the dredge management plan specifies that material is
placed at a dredged material disposal site only if it is
demonstrated that it is not feasible to:
(1) dispose of the material above the high water mark, if
the material is from maintenance works for an
existing artificial waterway for which at-sea disposal
was previously approved, or
(2) keep the dredged material within the active sediment
transport system for the locality, or
(3) use the material for beach nourishment or another
beneficial purpose.
AND
A03.4 For at-sea disposal of dredged material where the N/A These works do not involve dredging.
marine spoil disposal site is a retentive (i.e. non-
dispersive) site, the disposal site identified in the dredge
management plan has the capacity to hold and retain the
material within its boundaries during construction and
operation of the development.
Editor’s note: The use of dredged material for a beneficial
purpose uses of dredged material could include development of
port or other marine facilities, use for construction or industrial
purposes, or use to create or modify land or waters for an
approved environmental outcome (such as creation of a bird
roosting site). Further information about beneficial uses is
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page13of15
10.1 Tidal works, or development in a coastal management district state code
Page 17
I I
Performance outcomes I Acceptable outcomes Response I Comment
contained in the National assessment guidelines for dredging,
Australian Government Department of Environment, Water,
Heritage and the Arts, 2009.
Within a Vlfild river area: riparian and wildlife corridor functions I
P04 The clearing of native marine plants A04.1 Clearing of marine plants within a wild river area N/A This work is not in a wild river area.
within a wild river area is minimised. can only occur to the extent of the works, plus the
prescribed area around the development to allow for ,
maintenance.
P05 Development within a wild river area No acceptable outcome is prescribed. N/A This work is not in a wild river area.
does not impact fish passage.
P06 There is no net loss in marine plants A06.1 Any marine plant damaged during construction in a N/A This work is not in a wild river area.
beyond the extent of the works in a wild wild river area is replaced at the completion of the
river area. development with the same species of plant in the
disturbed area outside the footprint of the development.
P07 Works within a wild river area does A07.1 Works located in tidal waters within a wild river N/A This work is not in a wild river area.
not impact on fish habitat values. area are designed and constructed using materials, and
located to ensure that the activities do not impact on fish
habitat values and function.
Within a wild river area: hydrological processes i
. . "-
POS Development within a wild river area No acceptable outcome is prescribed. N/A This work is not in a wild river area.
does not impound natural drainage lines
or flow paths, during both construction
and operation.
Within a Vlfild river area: geomorphic processes I
P09 Excavation and filling for prescribed No acceptable outcome is prescribed. N/A This work is not in a wild river area.
tidal work within a wild river area is
carried out only to the extent necessary
for the development.
P010 Works in a tidal area within a wild A010.1 Where it is necessary to remove a marine plant, N/A This work is not in a wild river area.
river area are designed and constructed the root system must be left in the substrate to minimise
in a way to ensure they do not adversely disturbance to bed and banks.
affect the stability of the bed and banks AND
of any waterway.
A010.2 When the works are completed, any tidal lands N/A This work is not in a wild river area.
disturbed by activities beyond the footprint of the works
are restored to pre-disturbance condition to promote
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 14 of 15
10.1 Tidal works, or development in a coastal management district state code
.
’.
Page 18
,
Within a wild river area: water quality
P011 No pollutants are released from No acceptable outcome is prescribed. N/A This work is not in a wild river area.
the activity.
Table 10.1.3: Reconfiguring a lot
Performance outcomes Acceptable outcomes Response Comment
P01 Erosion prone areas in a coastal A01.1 Where reconfiguring a lot is proposed within the N/A The application is not for reconfiguring a lot.
management district are maintained as coastal management district, the erosion prone area
development free buffers, or where within the lot, or land within 40 metres of the foreshore
permanent buildings or structures exist, (whichever is greater), is surrendered to the State for
coastal erosion risks are avoided or public use unless:
mitigated. (1) the development is in a port or is for coastal-
dependent development
or
(2) the surrender of the land will not enhance coastal
management outcomes, for example, because there
is already substantial development seaward of the lot.
Editor’s note: Land surrendered to the State for public use under
A01.1 is to be:
(1) placed in a State land reserve for beach protection and
coastal management purposes under the Land Act 1994,
with local government as trustee, or
(2) managed for beach protection and coastal management
purposes under another management regime to the
satisfaction of the chief executive administering the Coastal
Protection and Management Act 1995 and Land Act 1994, if
it is demonstrated that A01.2(1) cannot be reasonably
achieved.
P02 Development maintains or A02.1 Reconfiguring a lot that abuts the foreshore or tidal N/A The application is not for reconfiguring a lot.
enhances general public access to or waters involves the creation of 10 or more lots orthe
along the foreshore, unless this is opening of a new road, unless it is for coastal-dependent
contrary to the protection of coastal development.
resources or public safety.
State development assessment provisions Module 10 -
Coastal protection 21 June 2013 Page 15 of 15
10.1 Tidal works, or development in a coastal management district state code
Used in these records
Development Application Part 2 of 2 - Plan and Site photos - OPW13/0614Related documentApplication case desk ↗
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