Council archive · source document
DEEDI Approval to request to change and existing development approval · OPW11/0116
SCRC CORRESPONDENCE
B0432285
IwRliYl p Queensland
Government
Department of
Employment, Economic
Development and Innovation
Our reference: 003/0001240 (#480445)
29 November 2011
Sunshine Coast Regional Council
c/- Bobbie Corbett
International Coastal Management
PO Box 306
Main Beach LPO
Gold Coast QLD 4217
Dear Ms Corbett
Approval of request to change an existing development approval
(Issued under section 376 of the Sustainable Planning Act 2009 )
Development approval reference no. 2011 DB0083
Proposal Operational works that is the removal, destruction or damage of marine plants and
operational works that is constructing or raising of a waterway barrier works
associated with erosion protection works including submerged channel closure, wall
& groyne, dredging & beach nourishment.
Location Noosa River entrance adjacent to Noosa River Spit
Property Description Within and adjacent to Lot 114 MCH839107
I refer to your application of 18 October 2011 to Fisheries Queensland, a service of the
Department of Employment, Economic Development and Innovation, requesting the change of
an existing development approval (Department of Employment, Economic Development and
Innovation reference number 201 1DB0083, decided on 4 July 2011).
Your application specifically requested that the time-frame specified within Condition 9 (part c)
of DEEDI Permit No. 2011 DB0083 be increased by 9 months.
Fisheries Queensland advises that the requested change has been approved in full. The
following outlines the change:
Condition 9 of DEEDI Permit No. 2011 DB0083 originally stated:
Maroochy Research Facility
47 Mayers Road Nambour
PO Box 5083 SCMC Nambour
Queensland 4560 Australia
acs 5 3-D Customer Service Centre: 13 25 23
Website: www.deedi.gld.gov.au
ABN: 24 830 236 406
n1c C Lt-r7 rks Pcas
A--v' Lewis
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Page 2
OFFSET CONDITION A Deed, or other formal written agreement, for fish habitat offsets is to be entered into between The State of Queensland, acting through its agency the Department of Employment, Economic Development and Innovation (DEEDI), and Sunshine Coast Regional Council. The impacted marine fish habitat outlined in Condition 1 is to be offset in a manner that is acceptable to Fisheries Queensland and compliant with the Queensland Government Environmental Offsets Policy and Fisheries Habitat Management Operational Policy FHMOP 005: Mitigation and Compensation for Works or Activities Causing Marine Fish Habitat Loss. The offset/s will preferably be documented within an offset package for the Noosa River Spit Erosion Protection Works and may include: a) direct offsets through inputs for the protection, creation or enhancement of fish habitats and fisheries resources; or b) indirect offset financial contribution to be allocated to fish habitat projects for the protection, creation or enhancement of fish habitats and fisheries resources; or c) a combination of a) and b). The offset Deed, or other formal written agreement, must be executed by both parties within three (3) months of the issue of the decision notice for this approval. Condition 9 of DEEDI Permit No. 2011 DB0083 now states: OFFSET CONDITION A Deed, or other formal written agreement, for fish habitat offsets is to be entered into between The State of Queensland, acting through its agency the Department of Employment, Economic Development and Innovation (DEEDI), and Sunshine Coast Regional Council. The impacted marine fish habitat outlined in Condition 1 is to be offset in a manner that is acceptable to Fisheries Queensland and compliant with the Queensland Government Environmental Offsets Policy and Fisheries Habitat Management Operational Policy FHMOP 005: Mitigation and Compensation for Works or Activities Causing Marine Fish Habitat Loss. The offsets will preferably be documented within an offset package for the Noosa River Spit Erosion Protection Works and may include: a) direct offsets through inputs for the protection, creation or enhancement of fish habitats and fisheries resources; or b) indirect offset financial contribution to be allocated to fish habitat projects for the protection, creation or enhancement of fish habitats and fisheries resources; or c) a combination of a) and b). The offset Deed, or other formal written agreement, must be executed by both parties within twelve (12) months of the issue of the decision notice for this approval. An amended copy of the Department of Employment, Economic Development and Innovation conditions is attached. Please note that no written notice was received from the particular entity, Sunshine Coast Regional Council. Under s373 (2) of the Sustainable Planning Act 2009, if no response is received from the particular entity within the applicable timeframe, then the responsible entity must decide the request as if the particular entity had no objection to the request.
Page 3
If you require any further information regarding the above, please contact Jonathan Yantsch on
telephone 5453 5863 or email [email protected] sincerely
Bob Simpson
A/ Manager
Planning and Assessment (South)
Att: Department of Employment, Economic Development and Innovation Conditions;
SPA Appeal Rights
Cc: Mark Lewis
Sunshine Coast Regional Council
Locked Bag 72
Sunshine Coast Mail Centre Qld 4560
Mr Greg Bowness
District Officer
Queensland Boating and Fisheries Patrol
PO Box 20
Tewantin QId 4565
Page 4
Queensland
Government
Department of
Employment, Economic
Development and Innovation
DEPARTMENT OF EMPLOYMENT, ECONOMIC DEVELOPMENT
AND INNOVATION CONDITIONS
Applicant(s)/Address: Sunshine Coast Regional Council of International Coastal
Management, PO Box 306, Main Beach LPO, QLD 4217
Purpose: Operational works that is the removal, destruction or damage of marine
plants, Operational works that is constructing or raising waterway
barrier works
DEEDI Reference: 2011 DB0083
File Number: 003/0001240
The Department of Employment, Economic Development and Innovation has assessed the above
development application against the purpose of the Fisheries Act 1994.
It has been determined that the approval should be a Development Permit to which the following
conditions apply:
1 Works authorised under this approval is limited by the following:
/Z'
Delegate of the
Chief Executive
Date.. I! (I.......
Department of Employment, Economic Development and Innovation Page 1 of 3
Page 5
Proposal Details: 1. Removal of approximately 7975 square metres of marine plants including marine
dead wood to enable the nourishment of the foreshore with approximately 9000
cubic metres of sand and establish a site access track:
2. Construction of a permanent waterway barrier being an 80 metre long submerged
channel closure, and
3. Construction of a permanent waterway barrier being a 240 metre wall and groyne.
Associated with the Noosa River Spit Erosion protection Works specifically, Stage 1
works as shown on the following attached copies of submitted International Coastal
Management drawings:
Number NRS-002 titled PROPOSED STAGE 1 WORKS and dated 1/04/2011
Number NRS-003 titled SUBMERGED CLOSURE LAYOUT and dated 1/04/2011
Number NRS-004 titled SUBMERGED CLOSURE TYPICAL CROSS-SECTION and
dated 1/04/2011
Number NRS-005 titled WALL AND GROYNE LAYOUT and dated 1/04/2011
Number NRS-006 titled GROYNE TYPICAL CROSS-SECTIONS and dated
1/04/2011
Number NRS-007 titled WALL TYPICAL CROSS-SECTION and dated 1/04/2011
Number NRS-008 titled DREDGE AREA LAYOUT and dated 1/04/2011
Number NRS-009 titled DREDGE AREA TYPICAL PROFILE and dated 1/04/2011
Number NRS-010 titled NOURISHMENT TYPICAL PROFILE and dated 1/04/2011
Number NRS-01 1 titled NOTES and dated 1/04/2011
number NRS-012 titled AFFECTED VEGETATION and dated 5/04/2011
Location: Within the bed and banks of the Noosa River (within and adjacent to the area
described as the Noosa River Spit, Lot 114 MCH839107) as shown on attached
copy of submitted International Coastal Management drawing number NRS-002
titled PROPSED STAGE 1 WORKS and dated 1/04/2011.
2 Written notice of the date of commencement of fisheries development works must be provided
to the District Officer, Queensland Boating and Fisheries Patrol (Fax. No. 5449 7276) and the
Manager, Planning and Assessment, Fisheries Queensland (Email:
[email protected]), at least five (5) business days but no greater than
twenty (20) business days prior to the commencement of fisheries development works.
3 At least three (3) signs must be displayed around the development works site, including one at
the main entrance to the property, in positions where the signs are clearly visible to the public,
for at least five (5) business days prior to the commencement, during and for 5 business days
after all fisheries development works. Signs are to be removed 5 business days after the
completion of the works. Each sign must state: "Works (Operational works that is constructing
or raising waterway barrier works and operational works that is the removal, destruction or
damage of marine plants) authorised under Development Approval Conditions. Fisheries
Queensland Reference number 2011 DB0083. Fisheries Queensland telephone (07) 5449
7555".
4 For the purposes of section 145 (c) (ii) of the Fisheries Act 1994 the place where works will
take place is a place required to be open for inspection.
5 All marine plants authorised for removal and other material used in the development that does
not form part of the approved structures (e.g. debris, construction material, soil, etc.) are to be
removed from the intertidal zone.
I,,:'. e ......
Delegate of the
!% ..............
Chief Executive
Date.11141, .......
Department of Employment, Economic Development and Innovation Page 2 of 3
Page 6
6 Due to the migration and spawning activities of commercially and recreationally important
species of fish within the area, dredging works must not be undertaken:
during the months of June and July; and
during the two days prior, the days of, and the two days after the new and full moons in the
month of August.
7 Monitoring of the completed Stage 1 works, as defined within the Proposal Details of Condition
1, must be undertaken annually for a reasonable number of years (dependent on the outcome
of the monitoring) by a suitably qualified person and must be concluded with an annual
monitoring report. Each annual monitoring report must be provided to the Manager, Planning
and Assessment, Fisheries Queensland, PO Box 5083 SCMC, Nambour QLD 4560. The
monitoring report must include an evaluation of the completed Stage 1 works; specifically, their
effectiveness in combating ongoing erosion, and an evaluation of the need for further works.
8 A written report which details the completed fisheries development works must be provided
within fifteen (15) days of the completion of the works, to the District Officer, Queensland
Boating and Fisheries Patrol, PO Box 20, Tewantin QLD 4565, and the Manager, Planning and
Assessment, Fisheries Queensland, PO Box 5083 SCMC, Nambour QLD 4560. The report
should contain confirmation of the amount of disturbance to marine plants, confirmation of the
total amount of dredge material, as-constructed drawings and an overview of the construction
methodology and timeframes.
9 OFFSET CONDITION
A Deed, or other formal written agreement, for fish habitat offsets is to be entered into
between The State of Queensland, acting through its agency the Department of Employment,
Economic Development and Innovation (DEEDI), and Sunshine Coast Regional Council. The
impacted marine fish habitat outlined in Condition 1 is to be offset in a manner that is
acceptable to Fisheries Queensland and compliant with the Queensland Government
Environmental Offsets Policy and Fisheries Habitat Management Operational Policy FHMOP
005: Mitigation and Compensation for Works or Activities Causing Marine Fish Habitat Loss.
The offset/s will preferably be documented within an offset package for the Noosa River Spit
Erosion Protection Works and may include: a) direct offsets through inputs for the protection,
creation or enhancement of fish habitats and fisheries resources; or b) indirect offset financial
contribution to be allocated to fish habitat projects for the protection, creation or enhancement
of fish habitats and fisheries resources; or c) a combination of a) and b). The offset Deed, or
other formal written agreement, must be executed by both parties within twelve (12) months of
the issue of the decision notice for this approval.
Basis for inclusion of conditions:
• The Department of Employment, Economic Development and Innovation must assess the
development application against the purposes of the Fisheries Act 1994. This application can
only comply with those purposes, including promoting ecological sustainable development, if
compliance with the abovementioned conditions is achieved.
Delegate of the
Chief Executive
Date..... hlu....
Department of Employment, Economic Development and Innovation Page 3 of 3
Page 7
Proposed Stage 1 Works:
• Retain existing rock wal [maintain I
upgrade]
• Widening of existing footpath for
construction access
• Northern section of submerged
channel closure
• Wag at end of Noosa River Spit
• Groyne / Training Wall
• Dredging for interim navigation
• Removal of dead trees (marine plants)
as required
• Foreshore nourishment
• Monitoring programme
Existing footpath [to be widened for
2. Hydrographic survey by SCRC on 23rd
construction access]
November 2010.
3. Works to be undertaken in accordance ,
"Noose River Spit Concept Environment
Submerged channel closure to, Management Plan" prepared by ICM.
limit channel migration [see
drawing -003 & -004 for details] 4. Drawings to be read in conjunction with
Notes on drawing NRS-01 1.
Groyne I Training Wall to limit
channel migration [see drawing
-005 & -006 for details)
LEGEND
Structure Crest
Structure Toe I
Dredge Area I I
Nourishment Area
RP Boundary
VF0.11gv DArurv AID NuM 7ovIM1I Ul.1 U,I'. 1.19A
Wall [see drawing International
^-005 & -007 for details]
Coastal
0.
y Extent of
Management
ed ^- Mangrove IAgMe eats 4 r, UI:, root Ae
':F. r::E --I :r:41;61 LLX
IPFF_illi ^...%Uahimr xalttm.a
PRO;EC1 NAI'
NOOSA RIVER SPIT
PROPOSED STAGE 1 WORKS
ervisl x
NRS-002 B
Page 8
Excavation not
to undermine
existing rock wall
1. Container layout indicative only.
2. Works to merge with existing rock wall.
Rock to be placed as required to
connect the two structures smoothly.
Works to be in accordance with
separate rock wall approval.
3. Closure cenhdlne as per table below.
Stags 1- Submerged Closure
Crest Centrellne
Point Easting Northing
C. 508059.9 7081711.1
C2 508058.5 7081691.6
C3 508054.9 7081672,1
C, 508049.0 7081653.0
C, 508040A 7081634.9
C5 508038.3 7081630.6
C7 508027.8 7081613.6
Cs 508016.7 7081596.9
C, 508004.2 7081581.3
C. 6 507990.5 7081566.7
C,. 507975.8 7081553.1
C2 507960.3 7081540.5
C-3 507944.0 7081528.9
Closure may be C4 507927.3 7081517.9
C5 507910.2 7081507.5
extended along design Cr 507892.9 7081497.5
alignment if C_ 5I 0527]
Cr
desired/required
4. Refer to additional drawings
Typical x-section NRS-004
Nourishment NRS-010
Notes NRS-011
Sand-filled geotextle
mega-container O
RP Boundary
-7f41 Sruxt AD wwu, wrur. uU
International
C13
Coastal
Management
srcwr4w, 5-1, 4217 0(D Mollie
:, IN .or rw) n} kodrolp. 0 74wi
-7 I75564O54 f^ MI1 t5374147
Existing Footpath w+ulranprmm;am w
nroccr r^uc
NOOSA RIVER SPIT
C16
SUBMERGED CLOSURE LAYOUT
C18 I
NRS-003
0 0
0 0
rn 0
tung Footpath J 0 00
Page 9
1. Crest height such that structure is partially
emergent on very low tides only.
2. Extent of works to be restricted to limits
shown on drawings. Container configuration
to achieve design may very.
est side: ast side:
Backfill to levels No Backfill required 3. Profile based on survey by SCRC on 23rd
as per NRS-003 November 2010.
q 4. Excavation
4.1. Belle s may be formed by an equivalent
HAT _ _ _ _ _ _ _ _ box cut.
--------------- _ _ _ _ :9IVI--------- ------ 4.2. Expected volume to be disturbed
RL -0.6m AHD ---------------- MD ----------------- lchosurel: 5950m3. May vary with
MLWS seabed changes.
------------ --- 4.3. Material is clean send suitable for bee'
LAT nourishment.
4.4. Excavated material may be used for.
• construction (filing contalnersl
NSL ]varies] • bacicfiling adjacent to structure
• foreshore nourishment,
Anticipated excavated profile -
5. Optional additional tube may be placed as
[may vary) pert of Initial works or placed [If required) In
response to monitoring.
Refer to additional drawings
Plan layout NRS-003
Optional 1 m geotextile tube Notes NRS-01I
with flap [if required]
West side:
Backfill to levels
as per NRS-003
) -------------------------------- L ---
--------------------------------- ------------MLWS
LAT
----------------
JI Pt C'AI Ij41ULl', *10 lIIOH /IM1^1 LMILR: AIUA
_ NSL [varies]
Excavated slope such that
existing rock wall not to be
undermined
RL -5.80m AHD
- Geotextile flap
Optional 1 m geotextile tube
with flap [if required) International
Coastal
Management
i
;rw> uK ,:,< ^'A.: 61 1.•1 IuOoC
Yn',n n.l°2
.iii: ^..^ wnxl•w^.x+Ien..una^
M10*Ci,Ne
NOOSA RIVER SPIT
txuava nnr
SUBMERGED Cl OSURE
TYPICAL CROSS-SECTION
NRS-004 B
Page 10
7081500
2. Centreline of crest as per table below.
Stage 1-Groyne and Wall
Crest Centreline
t,ew HAT N.19nmeot Point Easting Northing
G, 507685.8 7081499.4
G2 507679.0 7081491.3
G3 507591.6 7081384.8
4. Refer to additional drawings
Typical x-section NRS-0068-007
Nourishment NRS-010
Notes NRS-011
7081400
Sand-filled geotextBe
mega-container
RP Boundary
KAlIG4.-AA A.10 dWCO'ilA rAl lA: MA
Top container to follow top of bank as close as
practicable without disturbing live vegetation
International
Coastal
Management
. tAC lW of beM 4217 O.P ke^1
^umhi^-w714*s di 00.. r.+7.1-*
- -C - :Y..'JM (A M17SWiml
PROJECT W W
NOOSA RIVER SPIT
aAA *4C mlF
WALL AND GROYNE LAYOUT
7081300 NRS•005 B
Page 11
1. Crest height such that structure is fully
emergent. May experience some
overtopping during significant flood events
[particularly with high levels of surge and/or
waves].
2. Extent of works to be restricted to limits
shown on drawings. Container
configuration to achieve design may vary.
3. Profile based on survey by SCRC on 23rd
November 2010.
4.1. Batters may be formed by an
equivalent box cut.
4.2. Expected volume to be disturbed (wall
& groyne]: 17,600m3. May vary with
East side: West side: seabed changes.
4 .3 . Surface sediments are clean sand
No Backfill required Backfill to RL -3m AHD [min] suitable for beach nourishment.
4.4. Material below RL -4.5m AHD may
contain acid sulphates.
NOT to be placed above LAT.
RL +1.5m AHD To be used for,
• construction (filing containers]
HAT backflling
--MHWS
--AHD 5. Optional additional container may be placed
MLWS as part of initial works or placed if required)
- - - - - - - - - - - - - - - - - - - - - - - - - --- - --------------- in response to monitoring.
LAT.-
------- NSL(varies] - - - - - - - --
6. Refer to additional drawings
RL -3.3m AHD Plan layout NRS-005
Notes NRS-011
2 Anticipated excavated
profile [may vary]
16.8m -11mi- Optional 1 m geotextile tube
with flap [if required]
VERUCAL OAnUM: ABU NoAIZoNrA CATYR u.A
International
Coastal
Management
SPC%kse NC&r_,«'r C3sum r
_ , \ - • T ` = ^ ^ € - x : Cry, 7NNBFawLAO n Uw Ot .1.117 ML*A A
IC F,1-'f tl7Y.b'if I4 Fy 1EI7wn2uA'7
FV :^nsiehuragn tr&vns
ReaECT AAr.
NOOSA RIVER SPIT
CFAWrAC.. rLE
GROYNE TYPICAL
X-SECTION
REVISIO C
NRS-006 B
Page 12
eight such that structure is level with
NSL (or as close as practicable). WIN be
overtopped on high tides.
2. Extent of worts to be restricted to tins
shown on drawings. Container configuration
to achieve design may vary.
3. For excavation notes. see drawing NRS-006.
4. Optional additional container may be placed
as part of Initial works or placed [If required]
Backfill to RL -3m AHD [min] In response to monitoring.
Backfill if required 5. Refer to additional drawings
Plan layout NRS-005
Too of bank _ I - Antlctpaieo excavatea profile Notes NRS-011
[may vary]
NSL [varies] HAT
Level with Adjacent -Top.aCBank _ -
----------------------------- AHD
----------------------------- -- -MLWS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LAT
Geotextile underlayer -
1 m -- Optional 1 m geotextile tube with flap
[if required)
International
Coastal
Management
NOOSA RIVER SPIT
YwA .G nnE
WALL TYPICAL CROSS-SECTION
NRS-007 B
Page 13
CU•1Ib to aii•eI)M Is dtel
al^a6:1aee;11PS-°E Tal^•aAnn
er;e, t c x 0etemHiri zqe r ••ac
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Coastal
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Page 14
Find dredge profile to be determined after
Pre-Start survey.
Maximum dredge depth to be RL -3m AND
to avoid acid sulphate materials.
Batters (1V:3H) may be formed by an
equivalent box cut.
Material is clean sand suitable for beach
nourishment.
Refer additional dravMgs
Gentrellne NR$-008
Dredged material may be used for,
construction (fling containers)
backfiftng adjacent to structures
foreshore nourishment.
Existing Channel
-------------------------------------------- .HAT
- --------------------------------------------MH'VS
-------------------------------------------. AHD
NSL[varies]---------- MLWS
---------- --------- LAT
RL -3.0m AHD
3
1W 3
V Possible dredge profile
[widening & deepening existing channel]
International
Coastal
Management
en hz, i.'I ]f0.'iA1r
>. '. ° .( c: FV.f I^: ur .• -ti AS7. ktb4
NOOSA RIVER SPIT
DREDGE AREA TYPICAL PROFILE
NRS-009 3
Page 15
75m-1 Reprofile to top of bank as required.
Lowest of
Design nourished profile- RL 1.06m AHD
or top of bank
.
-------
_ _ _ ------
_
--
NSL [varies)
International
Coastal
Management
: yr L`si Efa. {.-. GYP-A^dlli
6:rr,l=C'L -hg11E
_.^ W ti
nYa^enei.v4e^
NOOSA RIVER SPIT
CPAnMTME
NOURISHMENT
TYPICAL PROFILE
NRS-010 3
Page 16
NOTES
1. Design conditions
1.1. Tides [QT tide tables, Noosa Head]
AHD LAT
HAT +1.06m +2.18m
Sand-filled Geotextile Containers
MHWS +0.62m +1.74m
Finished dimensions
AHD +0.00m +1.12m
[Filled above water level]
MLWS -0.80m +0.32m
LAT -1.12m +0.00m
1.2. Flood [Noosa River Flood Study, John Wilson & Partners, 1995]
50yr ARI 1.44mAHD 3.8m
entrance scour 0.5m
Nominal Diameter = 3.Om
1.3. Currents [GCCM numerical model]
1.3m
Max spring tide 1 -1.5m/s. Volume = 81 m3
Velocities expected to vary in response to prevailing channel configurations and location within
the estuary.
1.4. Waves
Hs 1 m [nominal] 4m
Potential wave conditions at the foreshore are expected to vary in
response to prevailing channel configurations. Nominal Diameter = 3.4m
1.5m
Volume =103m3
2. Materials - Geotextile and Sand-filled Geotextile Mega-Containers
2.1. Containers to be fabricated using ELCOMax 1209RP geotextile (or equivalent). Expected lifetime
25 years.
2.2. Container length to be 20m [may be altered if necessary or preferred by contractor].
2.3. Containers to have suitably spaced filling ports [MIN 3 preferred] with "screw & glue" closure types. 5m
2.4. Geotextile underlay to be ELCOMax 60OR (or equivalent)
2.5. Geotextile flaps, where required, are to be of sufficient size to provide a 30m x 6m flap. Flaps are to
be fabricated using ELCOMax 60OR (or equivalent). Flaps are to be adequately secured (e.g. Nominal Diameter = 4.2m
stiched) to the bottom of the container. Volume =183m3 T3 2.Om
2.6. If flaps cannot be fabricated, may be replaced with separate geotextile fabric with 1 m laps.
3. Filling of Containers
3.1. Excavation tolerances 6m
Vertical +l- 0.2m
3.2. Containers to be filled in accordance with manufacturer's specifications using either jetpump, dredge
or suitable alternative.
Nominal Diameter = 4.6m
3.3.
3.4.
Design filled container dimensions as shown.
Finished container tolerances Volume = 224m3 T4 2,2m
Horizontal +1.1.0m from design alignment [containers to be well butted together]
Vertical +l- 0.5m at any single point
+l 0.3m averaged over 10m
_t. Maintenance
4.1. Nominated geotextile is more robust than the standard geotextile, however may be subject to Sand-filled Geotextile Containers *.I 1 rfu Lunv: Ar,..,
damage from vandalism, vessel impact, anchors etc. Finished dimensions
[Filled below water level] 6m
4.2. Structures to be inspected periodically and after all major events.
4.3. Any minor damage is to be repaired as soon as practicable.
4.4. Any major damage or deflation and the container is to be replaced.
4.5. If damage is an ongoing concern, consideration may need to be given to armouring the structures
Nominal Diameter = 4.6m
[e.g. with rock]. 2.6m
4.6. Scour may require topping up with additional containers or placing of rock in scour holes
International
5. Monitoring
5.1. The natural system is highly variable. Monitoring is to be undertaken in accordance with ICM Report Coastal
"Option Review - Noosa River Spit" to determine the performance and Impacts of the works. Management
5.2. Works may be modified or removed if monitoring indicates that this is necessary. '
,i mi SYC Males t$ WS:1, 4211,01D 'W,*
: S , 3u',MM'&wYIPo sah8-1,0.04 17 Arch
5.3. Implementation of later stages of the works to be undertaken as required. Flap Detail
NOOSA RIVER SPIT
NOTES
NHS-011 B
Page 17
Area of live marine plants to be removed
(clearing track) -275m2.
Area of terrestrial plants to be removed
(clearing track) -10m2.
4. Track widening to be undertaken In such a
way to minimise the impact and provide
adequate access for construction equlpnen'
Extent of terrestrial
vegetation to be
cleared (separate
approval)
LEGEND
Dead trees to be removed
Live marine plants to
be removed (below RAT)
Terrestrial plants to
be removed
. _t'.t.1A LA Ut tiff
International
Coastal
Management
1 ;9C .tiv4 kdn &,L, 4; 1: 040,'r it
ilI ° C." r aa1MIrhLPO W{llraCA QD. 1: 1r Iueda
II I154405L4 £ tali 55370147
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ei;.
PRO CT true
NOOSA RIVER SPIT
AFFECTED VEGETATION
NRS-012
Used in these records
DEEDI Approval to request to change and existing development approvalRelated documentApplication case desk ↗
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