APPROVED Plans · OPW11/0116

Page 2

 

 

 

aUTauT

 

 

 

7081900

7081800

7081700

7081600

7081500

7081400

7081300

507500

°
Ss
oS
iS
Ss
6

 

Wall [see drawing
a -005 & -007 for details]

  

Extent of
Mangrove

507700

Groyne / Training Wall to limit
channel migration [see drawing
-005 & -006 for details)

507800

  
 
  
 
 
 
  

Lot 114
MCH839107

RP Boundary

507900

Submerged channel closure to —-
limit channel migration [see
drawing -003 & -004 for details]

May be extended
along proposed alignment
aN

      
   

a er

 
 
   

508000

h-

Z

  
 

Eroded Area

   
    

Existing Rock Wall

opw.110146

&

<N}

Existing footpath [to be widened for
J construction access]

 

  

SUNSHINE COA NA
APPROVED

 

LOCALITY PLAN

NOOSA SPIT

Weer)

NOTES
1, Proposed Stage 1 Works:
* Retain existing rock wall [maintain /
upgrade]
* Widening of existing footpath for
construction access
* Northern section of submerged
channel closure
Wall 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

2. Hydrographic survey by SCRC on 23rd
November 2010.

3. Works to be undertaken in accordance with
“Noosa River Spit Concept Environment
Management Plan" prepared by ICM.

4. Drawings to be read In conjunctlon with
Notes on drawing NRS-011.

 

LEGEND

Structure Crest

a]
een

Structure Toe

Dredge Area

 

18 JUL 2011

 

 

 

 

 

 

 

 

 

 

J

508100

508200

 

 

 

Nourishment Area

P Boundary

IERTIGAL DATUWE AnD [RORIZONTAL DATUM _ MGA

REVISION REGISTER

A aan Faibiseponl «AD BOA
International
Coastal
Management

QEEICE 50/G Arm, SYC Marina, Main Beach, 4217, QLD, Austria
POST PO Box 208, Main Beach LPO, Mein Bech QLD, 4217, Ausvala
TELEPHONE +817 55640564 FAX +617 55929147
WEBSITE waw.coastalmanegement com.au

 

PROJECT NAME
NOOSA RIVER SPIT
DRAWING TITLE

PROPOSED STAGE 1 WORKS

 

 

 

 

 

 

SAWING No REVISION:
NRS-002 B
DRAIN: RO [enECKED BC PROVED: AD
if ST ele,
thee
REQ 2875
Bie: As [SCALE : 12800 DATE: 01 Apr, 2011

 

 

 

 

 

 

Page 3

 

 

 

 

  
  

Existing Footpath x

Excavation not

to undermine
a existing rock wall

 

 

 

   

7081700 Sa —
t Hip
2 oN
$s
es
oe,
Closure may be
extended along design
alignment if —__—_———
desired/required
7081600 Nice Footpath
Top of Bank
SUNSHINE COAST REGIONAL COUNCIL
APPROVE
OPW 1101146 18 JUL 201
~~ Existing Footpath
7081500

508100

LOCALITY PLAN

NOOSA SPIT

 

NOTES
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 centreline as per table below.

 

Stage 1 - Submerged Closure
Crest Centreline
Point Easting Northing

C 508059.9 7081711.1
Cy 508058.5 7081691.6
Cy 508054.9 7081672.1
Cy 508049.0 7081653.0
Cs 508040.4 7081634.9
Cy 508038.3 7081630.6
Cc; 508027.8 7081613.6
Cy 508016.7 7081596.9
Co 508004.2 7081581.3
Cro 507990.5 7081566.7
Cy 507975.8 7081553.1
Cp 507960.3 7081540.5
Cy 507944.0 7081528.9
Cu §07927.3 7081517.9
Cs 507910.2 7081507.5
Ce 507892.9 7081497.5
Cy 507888.7 7081495.2
Cig 507890.6 7081484.0

 

 

 

 

 

 

 

 

4, Refer to additional drawings
Typical x-section © NRS-004

Nourlshment NRS-010
Notes NRS-011
LEGEND

 

Sand-filled geotextile
mega-container

Nida

Nourlshment Area
RP Boundary

 

JERTICAL DATUM: _AHD.
REVISION REGISTER

[RORZONTAL DATUM WGA

 

 

 

 

 

 

 

 

 

neater Felssacd | | BC]
International
Coastal
Management

QFEICE 50/.G Arm, SYC Marin, Main Beech, 4217, QLD, Austala

ST PO Box 308, Main Beach LPO, Mein Beach QLD, 4217, Austalia
LEPHONE +61 755640564 FAX 161755929147
SITE, www.constakranegerent.com.ay

 

le

|=]

 

i

 

PROJECT NAME

NOOSA RIVER SPIT
DRAWING TITLE
SUBMERGED CLOSURE LAYOUT

BRAWING No.

 

 

REVISION
NRS-003 B

DRAWN RO [EnECKEDT BC PROVED? AD

 

 

RPEQ 2876:

 

 

 

 

 

 

pie: As [SCALE : 11000

 

DATE: 07 Apr, 2014

 

Page 4

 

 

LOCALITY PLAN

NOOSA SPIT

, Laguna Bay

_ a a
T REGIONAL COUNCIL Sey |
APPROVED

OPW 110116 18 JUL 201

     

 

 

 

NOTES

4. 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
East side: to achieve design may vary.

No Backfill required

West side:
Backfill to levels
as per NRS-003

 
      
    

3. Profile based on survey by SCRC on 23rd
November 2010.

4, Excavation
4.1. Batters may be formed by an equivalent
box cut.
4.2, Expected volume to be disturbed
[closure] : 5950m°, May vary with
| seabed changes.
4.3. Material is clean sand suitable for beach
nourishment.
44, Excavated material may be used for:
NSL [varie s] construction [filling containers}

* backfilling adjacent to structure
ZN © foreshore nourishment.

5. Optional additional tube may be placed as
part of initial works or placed [if required] in
response to monitoring,

   
  

 

Anticipated excavated profile a

[may vary]

 

° ; — RL -5.80m AHD
6, Refer to additional drawings

Optional 1m geotextile tube A Nl a lal Plan layout NRS-003
with flap [if required] Notes NRS-014

 

 

 

    
 

 

 
  

 

LEGEND
West side:
Backfill to levels
as per NRS-003 ¢
JVERTICAL DATUM: _ AND [HORIZONTAL DATUME WGA
REVISION REGISTER
_— ee

 

 

 

existing rock wall not to be

 

 

o — "Sy eee slope such that
undermined a” 7 isi id Hs
— RL -5.80m AHD 8 160391 ‘Amended Te ec

A o4azt For IDAS approval RO BCA
Geotextile flap evo. DATE DESCRIPTION ENG, APP,

 

 

 

 

 

with flap [if required] International

Coastal
Management

OFFICE 50/G Am, SYC Mating, Main Beach, 4217, QLD, Austalla
POST PO Box 206, Main Beach LPO, Main Beach QLO, 4217, Australia
TELEPHONE 161755640564 FAX 181755929147
WEBSITE wwe.coastakmanagement.com.eu

 

 

PROJECT NAME
NOOSA RIVER SPIT
GRAWING TITLE
SUBMERGED CLOSURE
TYPICAL CROSS-SECTION

DRAWING No.

 

 

REVISION:
NRS-004 B

DRAWN: RO [EHEGKED | BC RPPROVED? Ad

it Onl,

 

 

RPEQ 2876:

 

 

 

 

Ze: AS [SCALE 1200 DATE : 01 Apr, 2017

 

 

 

 

 

 

 

Page 5

 

 

 

LOCALITY PLAN

 

7081500

7081400

7081300

N

507600

    

Link between groyne crest
& RL +1.5m AHD

Fill to slope from RL+1.5m AHD to NSL

“ee NOP container to follow top of bank as close as
practicable without disturbing live vegetation

i Edge of Mangroves

N <
Top of Bank

507700

SUNSHINE COA

OPW 1101146

 

  

18 JUL 2011

 

  

 

F REGIONAL COUNCIL
PPROVED

 

 

NOOSA SPIT

Weeticl-27

NOTES
1. Container layout Indicative only.

 

2, _Centreline of crest as per table below.
Stage 1 - Groyne and Wall
Crest Centreline
Point | _ Easting Northing
G, | 507685.8 | 7081499.4

G, 507679.0 7081491.3
Gy 507591.6 7081 384.8

 

 

 

 

 

 

 

 

 

4. Refer to additional drawings
Typical x-section NRS-006 & -007

 

Nourishment NRS-010
Notes NRS-011
LEGEND

Sand-filled geotextile
mega-container

Nourishment Area

 

 

 

 

 

 

 

 

 

 

IRP Boundary

/ERTICAL DATUM _ AND. [ORZONTAL DATUM WGA

REVISION REGISTER

D jean cms =e |e

7m enaan fbieod | ON) Mw

fmvaal Oe SESCRPTON BY EN aRP
International
Coastal
Management

OFFICE 50/G Arm, SYC Marna, Main Beach, 4217, QLD, Australia
POST PO Box 206, Man Beach LPO, Main Beach QLD. 4217, Austlla
PHONE +817 55640564 FAX 481755029147
WEBSITE viww-coestelmenegement.com.au

 

 

PROJECT NAME

NOOSA RIVER SPIT
DRAWING TITLE

WALL AND GROYNE LAYOUT

 

 

 

 

 

 

PRAYING Ps REVISION:
NRS-005
fpRaAnT AD EnECKED aC PPROVED
hel “ee
PEG 2675
Be: AS SCALE: 1.760 DATE: 01 Ar, 2011

 

 

 

 

 

 

 

Page 6

 

LOCALITY PLAN

NOOSA SPIT

Weil

 

NOTES

4. 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. Excavation
4.1, Batters may be formed by an

equivalent box cut.
4.2. Expected volume to be disturbed [wall
¢ & groyne}; 17,600m*, May vary with
East side: West side: seabed changes.
No Backfill required Backfill to RL -3m AHD [min] 4.3, Surface sediments are clean sand

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 [filling containers)
© backfilling

Sa SN i CI em TR ih in eee OEE Hie RSE nen Ae NAN mil ea TaniL abalone inci han 5. Optlonal additional contalner may be placed

as part of initial works or placed [if required]
in response to monitoring.

NSL [varies]

 

 

 

 

 

 

 

ve 6. Refer to additional drawings
SS ks ¥ ee KM } Plan layout NRS-005
RAIN
2 Anticipated excavated Notes NRS011
Geotextile flap a, profile [may vary]
a? LEGEND

  

ee Up to RL -5.90m AHD as required

 

| 1 ml 16.8m lim LL Optional 1m geotextile tube
with flap [if required]

 

eee soe TN
SUNSHINE COAST REGIONAL COUNCIL | fmscsi repro

AP P R OVE D —e REGISTER - — .

 

 

 

 

 

 

opw 1101146 48 JUL 2011 => , s)he

 

 

 

 

 

 

International
Coastal
Management

QFFICE 50/G Ann, SYC Maria, Main Beach, 4217, QLD, Austala
POST PO Box 208, Man Beach LPO, Main Beach QLD, 4217, Austraa
TELEPHONE +81 755640564 FAX +817 55929147
WEBSITE vwe.coastakmansgement.com.au

 

 

PROJECT NAME:

NOOSA RIVER SPIT

 

 

 

 

DRAWING TITLE
GROYNE TYPICAL
X-SECTION
DRAWING No- REVSEAL
NRS-006 B
DRAWN: RO [enECKED BC [APPROVED AD

REQ 2876

 

 

 

 

 

 

 

 

 

Ze: AS [ScaLe: 1200 DATE: 07 Apr, 2017

 

Page 7

 

 

 

LOCALITY PLAN

 

Backfill if required

NSL [varies]

 

 

 

 
 

14.0m

Backfill to RL -3m AHD [min]

[may vary]

zt

+ Up to RL -5.90m AHD

1m Le Optional 1m geotextile tube with flap

[if required]

Anticipated excavated profile

  
  
 

 

NOTES

 

 

 

SUNSHINE COAST REGIONAL COUNCIL
APPROVED

OPW 110116 18 JUL 201

 

 

NOOSA SPIT

Wet

1. Crest height such that structure is level with
NSL (or as close as practicable), Will be
‘overtopped on high tides.

2. Extent of works to be restricted to limits
shown on drawings. Container configuration
to achieve design may vary.

3, For excavation notes, see drawing NRS-006.
4. Optlonal additlonal container may be placed
as part of initial works or placed [if required]
in response to monitoring.

5. Refer to additlonal drawings

 

Plan layout NRS-005
Notes NRS-011
ERICA ATOM [oamonra onto wea

 

 

REVISION REGISTER

 

 

 

 

 

 

 

 

7 [wan aed ele | 0

A leeaead FalbsSeppend =D BC

reveal BATE Semi [EF Teer
International
Coastal
Management

QEEICE 50/G Arm, SYC Marina, Main Beech, 4217, QLD, Australia
POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Austra
IE +817 55640564 = FAX +617 55929147
WEBSITE vww.cosstalmansgementicomau

    

 

 

PROJECT NAME

NOOSA RIVER SPIT
DRAWING THTLE

WALL TYPICAL CROSS-SECTION

 

 

 

 

DRAWING No. REVISION
NRS-007 B
DRAWN: RO eAECKED: 8c PPPROVED: AD
f
iblnie Jan,

RPE 2875

 

 

 

 

 

Bue: AS [SCALE : 7:20 DATE: 01 Apr, 2011

 

 

 

 

Page 8

NOOSA SPIT

eae

 

Dredging for interim navigation access
ONLY. No ongoing maintenance dredging.

Dredging is to be entirely within water
allocation area [NRS-RE-001]. Final location
& extent to be determined after pre-start
survey to accommodate channel movement
prior to works,

Middle channel presently dominant. Aerial
photo [Feb 2011] overlay is approximate
only.

Itis anticipated that dredging works will
Include enhancement [widening &
deepening] of existing channel. May Involve
enhancement or creation of secondary
channel to provide alternative access if
required,

Expected volume: < 20,000m3,

Temporary navigation alds to be provided by
the Contractor throughout the works to the
satisfaction of Regional Harbour Master.

Permanent navigation aids to be installed as
requires by Regional Harbour Master.

Refer to additional drawings
Dredge Area NRS-009.

7 [LEGEND
Dredge Area
RP Boundary

REVISION REGISTER

| | | :

3 ‘ ; 4 A coe FeriokS eprom
| eva, OATE TPTOH ENG APA

; , International
| _—— Coastal
Salle : 5 ; Management

G Arm, SYC Marina, Maln Beach, 4217, QLD, Austaia
PO Box 306. Main Beach LPO, Main Beach QLD, 4217, Australia

23
| Co. he
|
|

PROJECT NAME

NOOSA RIVER SPIT

A

c | .

 

Page 9

 

 

 

 

Existing Channel

 

SUNSHINE COAST REGIONAL COUNCIL
APPROVED
OPW 1101

 

6 18 JUL 2011

 

 

 

 

 

 

Possible dredge profile
[widening & deepening existing channel]

 

LOCALITY PLAN

NOOSA SPIT

, Laguna Bay

NOTES

i. Final dredge profile to be determined after
Pre-Start survey.

2. Maximum dredge depth to be RL -3m AHD.
to avoid acid sulphate materials.

3. Batters (1V:3H) may be formed by an
equivalent box cut.

4, Material is clean sand suitable for beach
nourishment,

5. Refer additional drawings
Centreline NRS-008

6. Dredged materlal may be used for:
° construction [filling containers]
° backfilling adjacent to structures

 

 

. foreshore nourishment.
LEGEND
NERTIOAL OATUW AND [OazoNTAL OAT Wom

 

REVISION REGISTER

 

 

 

 

 

 

 

 

International
Coastal
Management

OFFICE 50/G Am, SYC Marina, Main Beach, 4217, QLD, Australia
POST, PO Box 206, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +81755640564 FAX +61755929147
WEBSITE wwe:coastabmansgement.com.au

 

 

 

PROJECT NAME
NOOSA RIVER SPIT
DRAWING TITLE

DREDGE AREA TYPICAL PROFILE

 

 

DRAWING No. REVISION:

NRS-009 B

 

 

DRAWN: RD CHECKED? BC

 

FEO 2876|

 

 

faze: As [SCALE : 1200 DATE : 01 Apr, 2011

 

 

 

 

 

 

 

Page 10

 

 

 

 

LOCALITY PLAN

NOOSA SPIT

 

ReenacT]

SUNSHINE COAST RE NAL COUNCIL
APPROVED
OPW 1101146 18 JUL 2011

 

 

 

 

NOTES

1. Estimated volume for foreshore nourishment
~9,000m*,

2. All material placed on the foreshore to be
clean sand suitable for nourishment.

3. Adjacent to groyne, profile to widen such that
new HAT alignment to be in accordance with
drawing NRS-005.

Nourished HAT Alignment
Existing MHWS Alignment

 

Sm Reprofile to top of bank as required.

Lowest of
Design nourished profile RL 1.06m AHD

or top of bank
Wv.

 

 

 

 

NSL [varies] a i=

 

 

 

 

 

 

 

 

 

 

 

LEGEND

[VERTICAL DATUM AND [HORIZONTAL DATUM: MGA

REVISION REGISTER

fe OAT CESCRPTON | ev [ENS
International
Coastal
Management

OFFICE 50/G Arm, SYC Marina, Main Beach, 4217, QLD, Austala
POST PO Box 206, Main Beach LPO, Main Beach QLD, 4217, Austra
TELEPHONE +61755640564 FAX +617 55329147
WEBSITE vwe.coastalmansgementcom.eu

 

 

 

 

 

 

PROJECT NAME
NOOSA RIVER SPIT
RAWING TITLE
NOURISHMENT
TYPICAL PROFILE
[BRAWING No. REVERE
NRS-010 B
DRAWN RD [ereCKED: Be PPROVED AT
piel es
PEO 2876
Ze: AS [SCALE : 1:200 DATE : 01 Apr, 2017

 

 

 

 

 

 

 

Page 11

 

 

 

NOTES

1. Design conditions
TA. Tides [QT tide tables, Noosa Head]

 

 

 

 

 

a ain 218m SUNSHINE COAST REGIONAL COUNCIL
MHWS +0.62m +1.74m 3
AHD +0.00m +1.12m
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

entrance scour 0.5m
1:3; Currents [GCCM numerical model]
Max spring tide 1 -1.5m/s.
Velocities expected to vary in response to prevailing channel configurations and location within
the estuary.
1.4. Waves
Hs 1m [nominal]
Potential wave conditions at the foreshore are expected to vary in
response to prevailing channel configurations.

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].

23: Containers to have suitably spaced filling ports [MIN 3 preferred] with "screw & glue" closure types.

2.4. Geotextile underlay to be ELCOMax 600R (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 600R (or equivalent). Flaps are to be adequately secured (e.g.
stiched) to the bottom of the container.

2.6. If flaps cannot be fabricated, may be replaced with separate geotextile fabric with 1m laps.

3. Filling of Containers
3.1. Excavation tolerances
Vertical +/- 0.2m
3.2. Containers to be filled in accordance with manufacturer's specifications using either jetpump, dredge
or suitable alternative.
3.3. Design filled container dimensions as shown.
3.4. Finished container tolerances
Horizontal _+/- 1.0m from design alignment [containers to be well butted together]
Vertical +/- 0.5m at any single point
+/- 0.3m averaged over 10m

4. Maintenance
4.1. Nominated geotextile is more robust than the standard geotextile, however may be subject to
damage from vandalism, vessel impact, anchors etc.
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
[e.g. with rock].
46. Scour may require topping up with additional containers or placing of rock in scour holes
5. Monitoring
5.1. The natural system is highly variable. Monitoring is to be undertaken in accordance with ICM Report

"Option Review - Noosa River Spit" to determine the performance and impacts of the works.
5.2. Works may be modified or removed if monitoring indicates that this is necessary.
5.3. Implementation of later stages of the works to be undertaken as required.

Sand-filled Geotextile Containers
Finished dimensions
[Filled above water level]

Nominal Diameter = 3.0m
Volume = 81m?

Nominal Diameter = 3.4m
Volume = 103m?

Nominal Diameter = 4.2m
Volume = 183m?

Nominal Diameter = 4.6m
Volume = 224m*

.

T4 2.2m

 

 

 

 

Sand-filled Geotextile Containers
Finished dimensions
[Filled below water level]

Nominal Diameter = 4.6m

, 6m
Flap Detail

.

T4 2.6m

6m

|

T4 2.6m

 

 

LOCALITY PLAN

NOOSA SPIT

ea)

 

LEGEND

 

VERTINL DATUM: AND [RORZONTAL DATUM WGA

 

REVISION REGISTER

 

 

 

 

 

8 161103 Amended Te Bc AL

 

A 04.0211 For JOAS approval RO BC OAD

 

eevno. DATE DESCRIPTION BY ENG, APP,

 

International
¢4 Coastal
Management

OFFICE 50/G Am, SYC Marina, Maln Beach, 4217, QLD, Austalla
PGST, PO Box 206, Main Beach LPO, Main Beach QLO, 4217, Australia
TELEPHONE 61755640564 FAX 61755329147
WEBSITE wwn.coastabnanagement.com.au

 

 

PROJET NAME

NOOSA RIVER SPIT

 

DRAWING TITLE

NOTES

 

IBRAWING No. SN

NRS-011 B

 

 

JoRAWN RD [enEGKED: BC PPROVED: AD
/
REQ 2876|

 

 

 

 

 

 

Ksize: AS SCALE: NTS. DATE: 07 Apr, 2011

 

 

Page 12

 

 

 

  

   
   

 

Extent of live marine
plants below HAT to
be removed

|
18 JUL 20n

opw i144 16

5m (approx)

  

‘/ AExisting path » |
MY be widened for
construction
access

Extent of terrestrial
vegetation to be
cleared (separate
approval)

Structure Footprint

 

Li

Nourishment

Top of Bank

So
So
So
eo
So
w

ee :
a Ue
flr

ff"

   
 

Lot 114

Extent of Dead Tree MCH839107

to be removed

Edge of Mangroves
¥~ Not to be disturbed

 

507500

So
a
oO
KR
°o
w

507700
507800
507900

 

LOCALITY PLAN

NOOSA SPIT

ee

NOTES

1. Vegetation survey by SCRC on 23rd
November 2010.

2, Removal of dead trees to be undertaken in
accordance with the Construction
Management Plan.

3. Area of dead trees to be removed ~7700m?,

Area of live marine plants to be removed
(clearing track) ~275m?,

Area of terrestrial plants to be removed
(clearing track) ~ 10m?.

4. Track widening to be undertaken in such a
way to minimise the impact and provide
adequate access for construction equipment.

 

LEGEND

Dead trees to be removed
Live marine plants to

be removed (below HAT)

Terrestrial plants to
be removed

 

NeRtion ATOM an Tonzowra pare

 

REVISION REGISTER

 

 

 

 

 

8 161103 ‘Armended te ec As

 

A 080211 For IDAS approval RD BC AN

 

Pevn. DATE DESCRIPTION BY ENG, APP,

 

International
Coastal
Management

QEFICE 50/G Am, SYC Marina, Main Beach, 4217, QLD, Austalo
POST, PO Box 206, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +817 55640564 FAX +617 55329147
WEBSITE wwa.cosstalmansgement.com.au

 

PROJECT NAME

NOOSA RIVER SPIT

 

DRAWING TITLE

AFFECTED VEGETATION

 

IERAWING No. REVISION,

NRS-012 B

 

 

BRAWN: RD ERECKED: BC APPROVED! A

Uh IOP,

 

REQ 2876|

 

 

[SCALE : 1:2000 DATE: 05 Apr, 2011