Council archive · source document
20327 - N41-T38-s285 Concurrence agency response With conditions · OPW15/0061
Attached to the e-mail SUPERSEDED OPW15/0061 Referral Agency Response.
Our reference: SDA-0415-020327
Your reference: OPW15/0061
4 June 2015
The Chief Executive Officer
Noosa Shire Council
PO Box 141
Tewantin QLD 4565
Attention: Mark Lewis
Dear Mr Lewis
Concurrence agency response—with conditions
Lot 131 on SP143417
(Given under section 285 of the Sustainable Planning Act 2009)
The referral agency material for the development application described below was received by the
Department of State Development, Infrastructure and Planning under section 272 of the
Sustainable Planning Act 2009 on 1 May 2015.
Applicant details
Applicant name: Noosa Shire Council
Applicant contact details: c/- ICM
PO Box 306
Main Beach QLD 4217
[email protected]
Site details
Street address: 4 Russell Street, Noosaville, QLD 4566
Lot on plan: Lot 131 on SP143417
Local government area: Noosa Shire Council
Page1
Wide Bay - Burnett Region
Level 1, 7 Takalvan Street
PO Box 979
Bundaberg QLD 4670
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Page 2
SDA-0415-020327
Application details
Proposed development: Development Permit for Operational Works – Prescribed
Tidal Works – Construction of Three (3) Groyne Structures
for Erosion Protection
Aspects of development and type of approval being sought
Nature of Approval Brief Proposal of Level of
Development Type Description Assessment
Operational Works Development Prescribed Tidal Works – Code Assessment
permit Construction of Three (3)
Groyne Structures for Erosion
Protection
Referral triggers
The development application was referred to the department under the following
provisions of the Sustainable Planning Regulation 2009:
Referral trigger Schedule 7, Table 2, Item 13—Tidal works, or development in a
coastal management district
Schedule 7, Table 2, Item 15—Tidal works, or development in a
coastal management district
Conditions
Under section 287(1)(a) of the Sustainable Planning Act 2009, the conditions set out in
Attachment 1 must be attached to any development approval.
Reasons for decision to impose conditions
Under section 289(1) of the Sustainable Planning Act 2009, the department must set out the
reasons for the decision to impose conditions. These reasons are set out in Attachment 2.
Further advice
Under section 287(6) of the Sustainable Planning Act 2009, the department offers advice
about the application to the assessment manager—see Attachment 3.
Approved plans and specifications
The department requires that the following plans and specifications set out below and in
Attachment 4 must be attached to any development approval.
Drawing/Report Prepared by Date Reference Version/Issue
Title no.
Aspect of development: Operational Works
Scheme of Works International Coastal 06.02.2015 MPG-001 -
Management
Groynes – Plan International Coastal 06.02.2015 MPG-002 -
Layout Management
Groyne 1 Sections International Coastal 06.02.2015 MPG-003 -
Department of State Development, Infrastructure and Planning Page 2
Page 3
SDA-0415-020327
Management
Groyne 2 Sections International Coastal 06.02.2015 MPG-004 -
Management
Groyne 3 Sections International Coastal 06.02.2015 MPG-005 -
Management
Monitoring Program International Coastal 15.05.2015 MPG-006 -
Management
A copy of this response has been sent to the applicant for their information.
For further information, please contact Shayne McCormick, Senior Planning Officer, SARA Wide
Bay Burnett on 4331 5603, or email [email protected] who will be pleased to assist.
Yours sincerely
Michelle Riley
Manager Planning
Wide Bay Burnett
cc: Noosa Shire Council, [email protected]
enc: Attachment 1—Conditions to be imposed
Attachment 2—Reasons for decision to impose conditions
Attachment 3—Further advice
Attachment 4—Approved Plans and Specifications
Department of State Development, Infrastructure and Planning Page 3
Page 4
SDA-0415-020327
Our reference: SDA-0415-020327
Your reference: OPW15/0061
Attachment 1—Conditions to be imposed
No. Conditions Condition timing
Operational Work
7.2.13 Tidal works, or development in a coastal management district —Pursuant to section 255D of
the Sustainable Planning Act 2009, the chief executive administering the Act nominates the
Director-General of Department of Environment and Heritage Protection to be the assessing
authority for the development to which this development approval relates for the administration and
enforcement of any matter relating to the following condition(s):
1. The development should be carried out generally in accordance At all times
with the following plans:
1. Scheme of Works, prepared by International Coastal
Management, dated 06.02.2015, Drawing Number MPG-
001;
2. Groynes – Plan Layout, prepared by International Coastal
Management, dated 06.02.2015, Drawing Number MPG-
002;
3. Groyne 1 Sections, prepared by International Coastal
Management, dated 06.02.2015, Drawing Number MPG-
003;
4. Groyne 2 Sections, prepared by International Coastal
Management, dated 06.02.2015, Drawing Number MPG-
004;
5. Groyne 3 Sections, prepared by International Coastal
Management, dated 06.02.2015, Drawing Number MPG-
005;
6. Monitoring Program, prepared by International Coastal
Management, dated 15.05.2015, Drawing Number MPG-
006.
2. During the construction phase of the works: For the duration of
(a) install and maintain all measures, plant and equipment the works the subject
necessary to ensure compliance with these conditions; of this approval
(b) only use materials which are:
i. clean and free of silt;
ii. free from pests, chemicals and other contaminants
as defined under section 11 of the Environmental
Protection Act 1994; and
iii. suitable for the purpose; and
(c) promptly remove any material or debris which has been
deposited within the coastal management district or tidal
waters, other than in accordance with this approval.
3. Erosion and sediment control measures are to be installed and Prior to
maintained to prevent the release of sediment into tidal waters. commencement of
the work and
maintained until their
completion
4. Any disturbed or oxidised acid sulfate soil must be treated and For the duration of
managed in accordance with the current Queensland Acid Sulfate the works the subject
Soil Technical Manual: Soil Management Guidelines v4.0, of this approval.
prepared by the Department of Science, Information Technology,
Department of State Development, Infrastructure and Planning Page 4
Page 5
SDA-0415-020327
No. Conditions Condition timing
Innovation and the Arts.
5. RPEQ certification confirming the development has been Within two (2) weeks
constructed in accordance with the Department of Environment of the completion of
and Heritage Protection guideline ‘Building and Engineering the works
standards for tidal works’ or relevant Australian standards.
A copy of the certification must be provided to:
Department of Environment and Heritage Protection
Permit and License Management,
Implementation and Support Unit
GPO Box 2454
Brisbane QLD 4001
6. The permit holder shall, at its own cost and expense, employ a As prescribed in the
registered surveyor to carry out a beach profile monitoring condition
program of the development area prior to the construction of the
proposed groynes, and at 3, 6 and 12 months after completion of
the groynes and after major flood events1.
The monitoring program shall consist of a shore normal beach
profile survey undertaken in accordance with the plan titled
Monitoring Program, drawing number MPG-006, prepared by
International Coastal Management, dated 15 May 2015.
A copy of the survey results of the beach profile monitoring
program must be submitted to the Department of Environment and
Heritage Protection upon request.
A report addressing the results of the beach profile monitoring
program shall be submitted to the Department of Environment
and Heritage Protection within three (3) months after completion
of the twelve (12) month survey.
1 – A major flood event is defined by the Bureau of Meteorology’s
Flood Warning System for The Noosa River, available through
the following link:
http://www.bom.gov.au/qld/flood/brochures/noosa/noosa.shtml
Operational Work
7.2.15 Tidal works, or development in a coastal management district—Pursuant to section 255D of
the Sustainable Planning Act 2009, the chief executive administering the Act nominates the
Director-General of Department of Transport and Main Roads to be the assessing authority for the
development to which this development approval relates for the administration and enforcement of
any matter relating to the following condition(s):
7. Provide written notice to Regional Harbour Master (Brisbane) – (a) At least two
Address below, when the development authorised under this weeks prior to the
approval has: commencement of
(a) commenced; and the works
(b) when it has been completed.
(b) Within two weeks
These notices must state this permit number, the location and after the completion
name of registered place and the condition number under which of works
the notice is being given.
Department of State Development, Infrastructure and Planning Page 5
Page 6
SDA-0415-020327
No. Conditions Condition timing
Regional Harbour Master (Brisbane)
Maritime Operations Base
MacArthur Avenue East
Pinkenba QLD 4008
8. "As Constructed" drawings must be provided to: Within two weeks of
the completion of the
Regional Harbour Master (Brisbane) works
Maritime Operations Base
MacArthur Avenue East
Pinkenba QLD 4008
9. The construction, operation or maintenance of the structure, and At all times
any ship moored at this structure, must not impede the safe
navigation of other ships or restrict safe access to or from
neighbouring structures.
10. Any navigational aid that is damaged due to the construction, At all times
operation or maintenance of the approved development must be
promptly repaired or replaced at the applicant’s cost. In the event
that any damage is caused to any aid to navigation, the Harbour
Master must be immediately contacted on 07 3305 1700.
11. All structures, associated with the development must be lit/marked At all times
in accordance with the following specifications, such that they are
clearly visible to approaching ships and do not cause a risk to the
safe navigation of other ships:
Underwater obstruction signs adjacent to the area for visibility
by mariners.
Any anchors deployed to be marked with yellow buoys and
fitted with FL yellow lights to ensure safe navigation of other
ships.
All lighting must be provided in accordance with section 3 of
AS 4282-1997 'Control of the obtrusive effects of outdoor
lighting'
All floating plant and equipment shall be appropriately lit
and/or marked. Floating plant and equipment is to be lit in
accordance with the International Regulations for the
Prevention of Collision at Sea.
12. Any debris or similar obstruction encountered whilst undertaking Prior to the
the work must be suitably disposed of at the applicant's cost. completion of works
Department of State Development, Infrastructure and Planning Page 6
Page 7
SDA-0415-020327
Our reference: SDA-0415-020327
Your reference: OPW15/0061
Attachment 2—Reasons for decision to impose conditions
The reasons for this decision are:
To ensure the development is carried out generally in accordance with the plans of
development submitted with the application;
To ensure the development avoids or minimises adverse impacts on coastal resources and
their values;
The requirement for the beach nourishment program is to evaluate the impacts on coastal
processes and ensure the following SDAP Module 10 Performance Outcomes are met: 10.1.1 -
PO5, PO7, PO8;
To facilitate the monitoring of the development works for compliance purposes;
To ensure that the development does not interfere with any existing aids to navigation;
To ensure the development does not encroach on the navigable waterway in a way that
impedes the safe passage of vessels;
To ensure that at all times, all lights on or above the development site do not interfere with safe
navigation in surrounding waterways.
Department of State Development, Infrastructure and Planning Page 7
Page 8
SDA-0415-020327
Our reference: SDA-0415-020327
Your reference: OPW15/0061
Attachment 3—Further advice
General advice
1. Under section 60 of the Coastal Protection and Management Act 1995, a Tidal Works Notice
can be issued to the applicant if, in the Chief Executive’s opinion, tidal works (the relevant
works) need repair, are abandoned or should be removed to-
(a) Protect public safety; or
(b) Prevent adverse effects on coastal resources.
2. The applicant must comply with all directions issued by the Harbour Master.
Department of State Development, Infrastructure and Planning Page 8
Page 9
SDA-0415-020327 Our reference: SDA-0415-020327 Your reference: OPW15/0061 Attachment 4—Approved plans and specifications This page has been intentionally left blank Department of State Development, Infrastructure and Planning Page 9
Page 10
LOCALITY PLAN
r
ve
er
Ri
a Riv
a
oos Munna Pt
os
N
No
Munna Point
NOTES
1. Scheme of works
Construction of up to three (3)
low-crested groynes using sand-filled
geotextile containers. May be staged.
Dredging and nourishment works to be
undertaken in accordance with existing
7
rea
approval IPDC00067404A33, amended
A to include additional Dredge Area 7 (as
ge )
red proval
shown).
2. Works to be constructed as a trial with
d D p ongoing monitoring to evaluate effectiveness.
o pose rate a To be modified / removed if necessary.
Pr sepa
3. Maintenance (including re-stacking of
7080800m displaced containers & repair of damaged
( 4.
containers) to be undertaken as required.
Groynes to be marked with suitable
navigation aids in accordance with the
requirements of Regional Harbour Master.
5. No works within Noosa River Fish Habitat
Approved Dredge Area 1 Area or relevant buffer zones. Closest point
is 195m from the boundary.
(separate approval) 6. No marine plants present in works area.
er
7. Aerial photo from Nearmap Sept 2014.
8. For detail of groyne construction, refer
Ri v drawing MPG-002 to -005.
a
oos
Munna Point Coastguard
N Existing geotextile
container seawall
Pontoon
Proposed Trial Groynes
LEGEND
RP Boundary
Stormwater MHWS / MLWS
Approved Dredge Area
pipe
Proposed Dredge Area
[separate approval]
Target nourishment zone
Geotextile Structure
7080700m Vertical Wall
Be
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
ach
Fisheries Boat Ramp - - - - - -
Ac
- - - - - -
ces
- - - - - -
s
ark
- - - - - -
P
ay 7
- - - - - -
l i d
ries Ho 4341
- - - - - -
h e er 1 DATE DESCRIPTION BY ENG. APP.
Fis t 157 7
REV.NO.
a Riv 1 SP
Lo 341 os 3 International
14 No Lot 1
SP Coastal
Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +61 7 55640564 FAX +61 7 55329147
WEBSITE www.coastalmanagement.com.au
PROJECT NAME
NOOSA R - MUNNA POINT TRIAL
DRAWING TITLE
SCHEME OF WORKS
507200m
507500m
507400m
507300m
Ru
DRAWING No. REVISION:
MPG-001 -
sse
DRAWN : BC CHECKED : BC APPROVED : AJ
ll S
tre
RPEQ 2876
et
SIZE: A3 SCALE : As shown DATE : 06 Feb, 2015
Page 11
LOCALITY PLAN
r
ve
er
Ri
Riv
osa
sa
Munna Pt
No
o
No
Munna Point
7m
NOTES
1. All measurements are in metres.
Dimensions not to be scaled.
2. Survey by Noosa Shire Council Jan 2014.
3. Tidal levels taken from Queensland
Transport Tide Tables 2014.
4. Containers expected to be stable in
velocities of 1.5 - 2.0m/s.
5. Groyne works to be entirely within Lot 131 on
SP143417.
6. Groyne 3 to be located downstream (east) of
existing stormwater pipe. Works not to
damage existing pipe.
7. Groynes to be constructed using 0.75m3
sand-filled geotextile containers fabricated
using ElcoMAX 1209RP (or equivalent).
Containers to be hydraulically filled in
accordance with manufacturers instructions
and placed such that closures are covered
and adjacent containers are well interlocked
and butted together.
8. Sand-filled geotextile scour mattress to be
fabricated using ElcoMAX 1209RP (or
507340.3m E equivalent) comprising ~20 independent fill
7080717.4m N compartments with filled dimension 7m x
0.4m x 0.4m. Fill compartments to be
7m
parallel with the groyne orientation. Mattress
to be well-filled with sand (not mortar) using
pump / dredge system.
9. Sand to be sourced from approved dredge
areas (separate approval) or imported.
HAT 1.10m CD 0.68m AHD
MHWS 0.78m CD 0.36m AHD
AHD 0.42m CD 0.00m AHD
MLWS 0.17m CD -0.25m AHD
LAT 0.00m CD -0.42m AHD
LEGEND
RP Boundary
MHWS / MLWS
Approved Dredge Area
0.75m3 RP Container
Scour mattress
7m
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
507314.0m E REVISION REGISTER
- - - - - -
7080697.2m N - - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
REV.NO. DATE DESCRIPTION BY ENG. APP.
International
Coastal
Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +61 7 55640564 FAX +61 7 55329147
WEBSITE www.coastalmanagement.com.au
PROJECT NAME
NOOSA R - MUNNA POINT TRIAL
DRAWING TITLE
507289.6m E GROYNES - PLAN LAYOUT
7080680.1m N DRAWING No. REVISION:
MPG-002 -
DRAWN : BC CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : As shown DATE : 06 Feb, 2015
Page 12
LOCALITY PLAN
r
ve
er
Ri
a Riv
a
oos Munna Pt
os
N
No
16.5m (approx) Munna Point
RP Boundary
NOTES
1. All measurements are in metres.
Dimensions not to be scaled.
2. Tidal levels taken from Queensland
Transport Tide Tables 2014.
3. Survey by Noosa Shire Council Jan 2014.
4. For groyne location and material
Approved nourishment profile specifications, see drawing MPG-002.
RL +1.0m AHD ~1.8
HAT 0.68m AHD
scour mattress
MHWS 0.36m AHD
AHD 0.00m AHD
MLWS -0.25m AHD
LAT -0.42m AHD
.4m
-0
0.3
RL -2.6m AHD
NSL
LEGEND
Long Section
0.35 - 0.4m .8m
-1
1.6
1.2 - 1.5m
NTS
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
- - - - - -
scour mattress
- - - - - -
2.6 - 3.0 8m - - - - - -
- - - - - -
~1.5 ~1.5 - - - - - -
~0.8
~0.8
- - - - - -
~0.4
REV.NO. DATE DESCRIPTION BY ENG. APP.
level varies along length level varies
International
Coastal
Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
Typical X-Section Typical End X-Section TELEPHONE +61 7 55640564 FAX +61 7 55329147
WEBSITE www.coastalmanagement.com.au
PROJECT NAME
NOOSA R - MUNNA POINT TRIAL
DRAWING TITLE
GROYNE 1 SECTIONS
DRAWING No. REVISION:
MPG-003 -
DRAWN : BC CHECKED : BC APPROVED : AJ
0 1 2 3 4 5m
RPEQ 2876
SIZE: A3 SCALE : As Shown DATE : 06 Feb, 2015
Page 13
LOCALITY PLAN
r
ve
er
Ri
a Riv
a
oos Munna Pt
os
N
No
Munna Point
NOTES
1. All measurements are in metres.
Dimensions not to be scaled.
2. Tidal levels taken from Queensland
Transport Tide Tables 2014.
3. Survey by Noosa Shire Council Jan 2014.
15.3m (approx) 4. For groyne location and material
specifications, see drawing MPG-002.
RP Boundary
Approved nourishment profile
RL +1.0m AHD
~1.8
HAT 0.68m AHD
MHWS 0.36m AHD
scour mattress
AHD 0.00m AHD
MLWS -0.25m AHD
LAT -0.42m AHD
.4m
-0
0.3
RL -2.5m AHD
NSL
LEGEND
Long Section
0.35 - 0.4m .8m
-1
1.6
1.2 - 1.5m
NTS
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
- - - - - -
- - - - - -
- - - - - -
scour mattress - - - - - -
2.6 - 3.0 8m - - - - - -
- - - - - -
DESCRIPTION BY ENG.
~1.5 ~1.5
REV.NO. DATE APP.
~0.8
~0.8
International
~0.4
level varies along length
level varies Coastal
Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +61 7 55640564 FAX +61 7 55329147
WEBSITE www.coastalmanagement.com.au
PROJECT NAME
Typical X-Section Typical End X-Section NOOSA R - MUNNA POINT TRIAL
DRAWING TITLE
GROYNE 2 SECTIONS
DRAWING No. REVISION:
MPG-004 -
DRAWN : BC CHECKED : BC APPROVED : AJ
0 1 2 3 4 5m
RPEQ 2876
SIZE: A3 SCALE : As Shown DATE : 06 Feb, 2015
Page 14
LOCALITY PLAN
r
ve
er
Ri
a Riv
a
oos Munna Pt
os
N
No
Munna Point
NOTES
1. All measurements are in metres.
Dimensions not to be scaled.
2. Tidal levels taken from Queensland
Transport Tide Tables 2014.
3. Survey by Noosa Shire Council Jan 2014.
13m (approx) 4. For groyne location and material
specifications, see drawing MPG-002.
RP Boundary
Maximum Approved nourishment profile
RL +1.0m AHD
HAT 0.68m AHD
~1.8
MHWS 0.36m AHD
AHD 0.00m AHD
MLWS -0.25m AHD
LAT -0.42m AHD
0.3 - 0.4m
scour mattress
RL -2.6m AHD
NSL
LEGEND
Long Section
0.35 - 0.4m .8m
-1
1.6
1.2 - 1.5m
NTS
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
- - - - - -
- - - - - -
scour mattress
- - - - - -
2.6 - 3.0 8m - - - - - -
- - - - - -
~1.5 ~1.5 - - - - - -
~0.8
~0.8
REV.NO. DATE DESCRIPTION BY ENG. APP.
~0.4
level varies along length level varies International
Coastal
Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +61 7 55640564 FAX +61 7 55329147
WEBSITE www.coastalmanagement.com.au
Typical X-Section Typical End X-Section PROJECT NAME
NOOSA R - MUNNA POINT TRIAL
DRAWING TITLE
GROYNE 3 SECTIONS
DRAWING No. REVISION:
MPG-005 -
DRAWN : BC CHECKED : BC APPROVED : AJ
0 1 2 3 4 5m
RPEQ 2876
SIZE: A3 SCALE : As Shown DATE : 06 Feb, 2015
Page 15
LOCALITY PLAN
r
ve
er
Ri
a Riv
a
oos Munna Pt
os
N
No
Munna Point
NOTES
Monitoring Program to include:
As-constructed survey along nominated
transects (as shown) to provide baseline
for ongoing monitoring.
Monitoring survey along nominated
transects (as shown) to be undertaken at
3, 6 & 12 months after construction and
after major flood events. Monitoring to be
extended if necessary.
Nominated transects are minimum
requirements.
Survey to be undertaken as a combination
7080800m of terrestrial survey and hydrographic
survey. Seaward extent of survey
determined by depths as shown in legend.
Condition survey of the sand-filled groyne
structures to be undertaken annually and
after major flood events.
Approved Dredge Area 1
(separate approval)
i ver
a R
oos
Munna Point Coastguard
N Existing geotextile
container seawall
Pontoon
Proposed Trial Groynes
LEGEND
Survey transects to low tide
Stormwater Survey transects to -2m AHD
Property boundary
pipe
Approved Dredge Area
Target nourishment zone
Geotextile Structure
7080700m Vertical Wall
Be
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
ach
Fisheries Boat Ramp - - - - - -
Ac
- - - - - -
ces
- - - - - -
s
ark
- - - - - -
P
ay 7
- - - - - -
l i d
ries Ho 4341
A 18/3/15 Ammend scour mattress spec MM MM AJ
h e er 1 DATE DESCRIPTION BY ENG. APP.
Fis t 157 7
REV.NO.
a Riv 1 SP
Lo 341 os 3 International
14 No Lot 1
SP Coastal
Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +61 7 55640564 FAX +61 7 55329147
WEBSITE www.coastalmanagement.com.au
PROJECT NAME
NOOSA R - MUNNA POINT TRIAL
DRAWING TITLE
MONITORING
PROGRAM
507200m
507500m
507400m
507300m
Ru
DRAWING No. REVISION:
MPG-006
sse
DRAWN : BC CHECKED : BC APPROVED : AJ
ll S
tre
RPEQ 2876
et
SIZE: A3 SCALE : As shown DATE : 15 May, 2015
Used in these records
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