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OPW17/0016 Approved Plans
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Plans and drawings
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Log in to see the plans as drawnAPPROVED PLAN OPW17/0016 NOOSA COUNCIL 18 MAY 2017 [OCR of page images] APPROVED PLAN OPW17/0016 NOOSA COUNCIL 18 MAY 2017 LAKE WEYBA NOOSA RIVER LOCALITY PLAN NOTES Purpose of Works: Rest throughout the Noosa riv in the 19th century Scope of Wor within Nos: establishes = See drawing 2016.0028 - 020 for detail = 001 - 002 = 003 - 004 - 005 - 008 - 007 Waters and Areas of High Ec al re intended to reinstate habitat 4. No disturbance of marine plants. If marine plants are present in nominated location, reef to be relocated. Some site River Protected Area, Areas of Wildlife Habitat or Reg ion. All reefs to be relocated below HAT and clear of existing terrestrial and marine vegetation 6. No separate cultural heritage assessment undertaken LEGEND Bi OYSTER REEF SITES REVISION REGISTER DESCRIPTION ENG. | APP. International Coastal Management G Arm, SYC Marna, Main Beach, 4217, QLD, Australia POST PO Box 308, Main Beach LPO, Main Beach QLD, 4217, Australia ELEPHONE +61 7 55640564 +61 755329147 VEBSITE w famanagement com au PROJECT NAME NOOSA RIVER O' ER REEFS 2016.0028 - 001 P| DRAWN: SK a= isn! V RPEQ 2876 fizz3 ORTE 12 8p 2079
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Page 2
LOCALITY PLAN
SITE 1
NORTH
SITE 10
SITE 2 NOTES
1. Locations given are indicative based on available survey
data. Final locations may be adjusted on site to ensure
design intent is achieved
- Crest of reef units NOT to be above HAT
- Reef units are placed within a 5m equilaterial triangle
footprint
- Where possible, 2 reef units to be placed with base at
SITE 9
LAT
SITE 3
SITE 6
SITE 7 SITE 8
SITE 4
NOOSA RIVER SITE 11
LEGEND
SITE 5
OYSTER REEF SITE
SITE 12
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
Site Number Easting Northing Site Number Easting Northing
1 504268 7082455 7 505442 7080688
DATE DESCRIPTION BY ENG. APP.
2 504555 7081863 8 506151 7080584
REV.NO.
International
3 504293 7081482 9 507055 7081187 Coastal
4 504441 7080714 10 507134 7081732 Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
5 504960 7080594 11 508037 7080212 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
6 505141 7080843 12 507660 7079935
PROJECT NAME
APPROVED PLAN NOOSA RIVER OYSTER REEFS
OPW17/0016 DRAWING TITLE
PLAN LAYOUT SITE 1 - 12
NOOSA COUNCIL DRAWING No.
REVISION:
18 MAY 2017 2016.0028 - 002
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 3
LOCALITY PLAN
NORTH
NORTH
SITE 13
NOTES
1. Locations given are indicative based on available survey
data. Final locations may be adjusted on site to ensure
design intent is achieved
- Crest of reef units NOT to be above HAT
SITE 16 - Reef units are placed within a 5m equilaterial triangle
footprint
- Where possible, 2 reef units to be placed with base
SITE 15 at LAT
LAKE WEYBA
SITE 14
LEGEND
OYSTER REEF SITE
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
Site Number Easting Northing Site Number Easting Northing
13 507103 7078796 16 506189 7075606
14 507119 7078690 REV.NO. DATE DESCRIPTION BY ENG. APP.
15 507283 7078633 International
APPROVED PLAN Coastal
OPW17/0016 Management
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
NOOSA COUNCIL 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
18 MAY 2017
PROJECT NAME
NOOSA RIVER OYSTER REEFS
DRAWING TITLE
PLAN LAYOUT SITE 13 - 16
DRAWING No.
REVISION:
2016.0028 - 003
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 4
LOCALITY PLAN
NORTH NORTH
FLOOD FLOW
DIRECTION
NOTES
1. All measurements are in meters
2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
4. Aerial photograph from Google Earth, 20/5/2016
OYSTER REEF LA
5. For oyster reef location;
- see drawing 2016.0028-002
T 6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.07 m/s
- 50yr peak flood velocity = 0.51m/s
TO RIVER
ENTRANCE
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
55 MCH1667
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
0 5 10 15 20m REVISION REGISTER
APPROVED PLAN DESCRIPTION BY
REV.NO. DATE ENG. APP.
OPW17/0016
NOOSA COUNCIL International
Coastal
18 MAY 2017 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 RIVER OYSTER REEFS
Definium Survey 2011 DRAWING TITLE
REEF SITE 1
DRAWING No.
REVISION:
2016.0028 - 004
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 5
LOCALITY PLAN
S
NORTH
MLW
NORTH
LAT
OYSTER REEF
NOTES
1. All measurements are in meters
2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
AND Aurecon 2013 flood model bathymetry
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.11 m/s
- 50yr peak flood velocity = 0.39m/s
FLOOD FLOW
LEGEND
DIRECTION
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
TO RIVER
0 10 20 30 40 50m ENTRANCE AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
WMA Water Model
Aurecon 2013 Bathymetry PROJECT NAME
Definium Survey 2011 NOOSA RIVER OYSTER REEFS
DRAWING TITLE
REEF SITE 2
DRAWING No.
REVISION:
2016.0028 - 005
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 6
LOCALITY PLAN
NORTH
NORTH
307 MCH4551
LAT NOTES
S 1. All measurements are in meters
W
OYSTER REEF ML 2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.10 m/s
- 50yr peak flood velocity = 0.33 m/s
FLOOD FLOW
DIRECTION
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
TO RIVER AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 10 20 30 40 50m ENTRANCE 0 5 10 15 20m REVISION REGISTER
APPROVED PLAN REV.NO. DATE DESCRIPTION BY ENG. APP.
OPW17/0016 International
NOOSA COUNCIL Coastal
18 MAY 2017 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 RIVER OYSTER REEFS
Definium Survey 2011
DRAWING TITLE
REEF SITE 3
DRAWING No.
REVISION:
2016.0028 - 006
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 7
LOCALITY PLAN
MLWS
NORTH NORTH
LAT
1 SP254358
35 MCH4795
NOTES
1. All measurements are in meters
2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.17 m/s
- 50yr peak flood velocity = 0.42 m/s
OYSTER REEF
35 MCH4795
LEGEND
FLOOD FLOW
DIRECTION Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
TO RIVER AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 10 20 30 40 50m ENTRANCE 0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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 RIVER OYSTER REEFS
Definium Survey 2011 DRAWING TITLE
REEF SITE 4
DRAWING No.
REVISION:
2016.0028 - 007
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 8
LOCALITY PLAN
NORTH NORTH
35 MCH4795
MHWS
NOTES
1. All measurements are in meters
2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
AND Aurecon 2013 flood model bathymetry
MLWS
4. Aerial photograph from Google Earth, 20/5/2016
LAT 5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
OYSTER REEF 7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.19 m/s
- 50yr peak flood velocity = 0.05 m/s
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
FLOOD FLOW
DIRECTION
Oyster Reef
TO RIVER
ENTRANCE
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
0 10 20 30 40 50m 0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
WMA Water Model
Aurecon 2013 Bathymetry
PROJECT NAME
Definium Survey 2011 NOOSA RIVER OYSTER REEFS
DRAWING TITLE
REEF SITE 5
DRAWING No.
REVISION:
2016.0028 - 008
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 9
LOCALITY PLAN
276 M37229
NORTH
NORTH
NOTES
1. All measurements are in meters
2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
FLOOD FLOW
4. Aerial photograph from Google Earth, 20/5/2016
DIRECTION
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Nuemrical Modelling data provided by WMA Water
- Peak tidal velocity = 0.13 m/s
OYSTER REEF - 50yr peak flood velocity = 0.48 m/s
TO RIVER Ap
pr
Recent site inspection ENTRANCE ox
.L
indicates site is AT
free of marine plants
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
0 10 20 30 40 50m VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
Definium Survey 2011 PROJECT NAME
NOOSA RIVER OYSTER REEFS
DRAWING TITLE
REEF SITE 6
DRAWING No. REVISION:
2016.0028 - 009
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 10
LOCALITY PLAN
NORTH NORTH
FLOOD FLOW
DIRECTION
NOTES
1. All measurements are in meters
TO RIVER 2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
ENTRANCE
3. Hydrographic survey by Definium, 2011
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.17 m/s
- 50yr peak flood velocity = 0.47 m/s
OYSTER REEF
S
Recent site inspection
LW
T
LA
indicates site is
M
free of marine plants
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
0 10 20 30 40 50m 0 5 10 15 20m VERTICAL DATUM: AHD
REVISION REGISTER
HORIZONTAL DATUM: MGA
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
Definium Survey 2011 PROJECT NAME
NOOSA RIVER OYSTER REEFS
DRAWING TITLE
REEF SITE 7
DRAWING No.
REVISION:
2016.0028 - 010
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 11
LOCALITY PLAN
NORTH WS
NORTH
MH
MLWS NOTES
1. All measurements are in meters
LAT 2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
AND Aurecon 2013 flood model bathymetry
OYSTER REEF 4.
5.
Aerial photograph from Google Earth, 20/5/2016
For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.21 m/s
- 50yr peak flood velocity = 0.51 m/s
TO RIVER
ENTRANCE
FLOOD FLOW
DIRECTION
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
0 10 20 30 40 50m AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
REV.NO. DATE DESCRIPTION BY ENG. APP.
OPW17/0016
NOOSA COUNCIL International
Coastal
18 MAY 2017
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
WMA Water Model
Aurecon 2013 Bathymetry
PROJECT NAME
NOOSA RIVER OYSTER REEFS
DRAWING TITLE
Definium Survey 2011 REEF SITE 8
DRAWING No.
REVISION:
2016.0028 - 011
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 12
LOCALITY PLAN
NORTH TO RIVER NORTH
ENTRANCE
MHWS
NOTES
1. All measurements are in meters
2. Tidal levels based on Marine Safety Queensland Tide Tables
FLOOD FLOW 2016
DIRECTION 3. Hydrographic survey by Definium, 2011
AND Aurecon 2013 flood model bathymetry
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.08 m/s
- 50yr peak flood velocity = 0.40 m/s
OYSTER REEF
LEGEND
MLW
S Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
LAT Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 10 20 30 40 50m
0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
WMA Water Model
Aurecon 2013 Bathymetry
PROJECT NAME
NOOSA RIVER OYSTER REEFS
DRAWING TITLE
Definium Survey 2011 REEF SITE 9
DRAWING No.
REVISION:
2016.0028 - 012
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 13
LOCALITY PLAN
LAT
TO RIVER
ENTRANCE
NORTH
MLWS
NORTH
NOTES
1. All measurements are in meters
OYSTER REEF 2. Tidal levels based on Marine Safety Queensland Tide Tables
2016
3. Hydrographic survey by Definium, 2011
AND Aurecon 2013 flood model bathymetry
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.19 m/s
- 50yr peak flood velocity = 0.17 m/s
FLOOD FLOW
DIRECTION
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
0 10 20 30 40 50m 0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
WMA Water Model
Aurecon 2013 Bathymetry
PROJECT NAME
NOOSA RIVER OYSTER REEFS
DRAWING TITLE
Definium Survey 2011 REEF SITE 10
DRAWING No.
REVISION:
2016.0028 - 013
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 14
LOCALITY PLAN
TO RIVER
ENTRANCE
NORTH NORTH
FLOOD FLOW
DIRECTION NOTES
1. All measurements are in meters
2. Tide levels provided from model by WMA Water 2016
3. Profile derived from Aurecon 2013 flood model bathymetry
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.02 m/s
OYSTER REEF - 50yr peak flood velocity = 0.22 m/s
LAT
T
HA
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
604 SP188270
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 10 20 30 40 50m 0 5 10 15 20m REVISION REGISTER
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
WMA Water Model NOOSA RIVER OYSTER REEFS
Aurecon 2013 Bathymetry DRAWING TITLE
REEF SITE 11
DRAWING No.
REVISION:
2016.0028 - 014
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 15
LOCALITY PLAN
TO RIVER 145 MCH4796
ENTRANCE
NORTH NORTH
FLOOD FLOW NOTES
DIRECTION 1. All measurements are in meters
2. Tide levels provided from model by WMA Water 2016
3. Profile derived from Aurecon 2013 flood model bathymetry
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-002
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.21 m/s
- 50yr peak flood velocity = 0.18 m/s
T
LA
OYSTER REEF
Recent site inspection
indicates site is
162 CP849516
free of marine plants LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 10 20 30 40 50m
0 5 10 15 20m REVISION REGISTER
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
APPROVED PLAN
OPW17/0016 WMA Water Model
Aurecon 2013 Bathymetry
NOOSA COUNCIL PROJECT NAME
NOOSA RIVER OYSTER REEFS
18 MAY 2017 DRAWING TITLE
REEF SITE 12
DRAWING No.
REVISION:
2016.0028 - 015
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 16
APPROVED PLAN OPW17/0016 NOOSA COUNCIL 18 MAY 2017 [OCR of page images] LOCALITY PLAN Storm Water US ENTRANCE Ee: ; FLOOD FLOW DIRECTION Mean High Water Springs (MHWS) Mean Low Water Springs (MLWS) Lowest Astronomical Tide (LAT) kK << -! P © Q Qa ¢ RP Boundaries Stormwater Outlet Oyster Reef Lal — Ty \vennoa: now AH ronzonTa oars MGA 0 10 15 20m REVISION REGISTER 20 30 40 50m _- APPROVED PLAN OPW17/0016 NOOSA COUNCIL International 18 MAY 2017 Coastal ; = Management /GAm, SYC Marina, Main Beach, 4217, QLD, Australia FAX. +61 755329147 ‘coastalmanagement.com.au WMA Water Model Aurecon 2013 Bathymetry PROJECT NAME NOOSA RIVER OYSTER REEFS DRAWING TITLE REEF SITE 13 2016.0028 - 016
Page 17
LOCALITY PLAN
TO RIVER
ENTRANCE
NORTH NORTH
Approx. LAT
FLOOD FLOW
DIRECTION
NOTES
1. All measurements are in meters
OYSTER REEF 2. Tide levels provided from model by WMA Water 2016
3. Profile derived from Aurecon 2013 flood model bathymetry
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-003
6. For reef unit design;
- see drawing 2016.0028-020
7. Numerical Modelling data provided by WMA Water
- Peak tidal velocity = 0.23 m/s
- 50yr peak flood velocity = 0.24 m/s
LEGEND
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
0 10 20 30 40 50m 0 5 10 15 20m Lowest Astronomical Tide (LAT)
RP Boundaries
Oyster Reef
APPROVED PLAN
OPW17/0016 AHD
VERTICAL DATUM:
REVISION REGISTER
HORIZONTAL DATUM: MGA
NOOSA COUNCIL
18 MAY 2017
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
WMA Water Model PROJECT NAME
Aurecon 2013 Bathymetry NOOSA RIVER OYSTER REEFS
DRAWING TITLE
REEF SITE 14
DRAWING No.
REVISION:
2016.0028 - 017
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 18
LOCALITY PLAN
NORTH
NORTH
Approx. Waters Edge
NOTES
1. All measurements are in meters
2. Tide levels assumed based on model by WMA Water 2016
3. Profile assumed - no data available
4. Aerial photograph from Google Earth, 20/5/2016
5. For oyster reef location;
- see drawing 2016.0028-003
6. For reef unit design;
- see drawing 2016.0028-020
Numerical Modelling data not available
TO RIVER
ENTRANCE
OYSTER REEF
LEGEND
Approx. Waters Edge
RP Boundaries
Oyster Reef
FLOOD FLOW
DIRECTION
AHD MGA
0 10 20 30 40 50m 0 5 10 15 20m VERTICAL DATUM:
REVISION REGISTER
HORIZONTAL DATUM:
APPROVED PLAN
OPW17/0016 REV.NO. DATE DESCRIPTION BY ENG. APP.
NOOSA COUNCIL International
18 MAY 2017 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
Assumed Profile Only - Survey PROJECT NAME
Not Available NOOSA RIVER OYSTER REEFS
DRAWING TITLE
REEF SITE 16
DRAWING No.
REVISION:
2016.0028 - 019
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 29 Aug, 2016
Page 19
APPROVED PLAN
OPW17/0016
NOOSA COUNCIL
18 MAY 2017
[OCR of page images]
APPROVED PLAN
OPW17/0016
NOOSA COUNCIL
18 MAY 2017
~5m |
4.6 ;
Nominal LAT
OYSTER REEF - XSECTION
FLOOD FLOW DIRECTION
©
OYSTER REEF - PLAN
OYSTER REEF FOOTPRINT ~11m42
LOCALITY PLAN
Oyster Shell Fill, see note 3.
Crest Bags, see note 8
Two Base Bags, see note 8
OX
Sy
Xx
Ko S
ZKRKLKRKKR
SOOO
SKK KKK
| im
| Wooden stake / manila rope
SERRA
Sees
KEK K I
0.6m
Sandy or Sandy/Muddy
ORS
VE COCO OOO OY,
SERENE SNS
LLL
QO
QL
SSS TS
SOOO IRIEL
SONOS
SRRRRLLRLLKG
AAA
Maximum angle towards reef unit, see note 8
REEF UNIT - XSECTION
approx Doom
REEF UNIT - PLAN
SRR
RONSON
SRRK
abprox. 200m!
NOTES
1. Measurements are in meters.
2. The reef general layout will be placed in a 5m equilateral
triangle.
3, Oyster shells are:
= To be whole (not fragments)
= Not to be sourced from within any Fish Habitat Area
-To be boiled for at least 10 minutes in accordance with
biosecurity principles
4, Unfilled coir bags are:
=to be 0.3m in diameter
to be 1.3m in length with one end closed during
manufacturing
-to have an apeture of approx. 20mm
to be Geotabries Australia CoirLog or engineer approved
equivalent
5. Coir bags are to be filled with the oyster shell mix to 1m
length of the bag
- Remaining 0.3m length of bag to be used to tie end
closed
- Oyster fil is to be well packed using a tube sleeve
~ Bag end closed using approx 0.3m of manila rope to form
a single Miller’s (bag) knot, followed by a single overhand
knot
- Two coir bags at base of reef unit to be in direct contact
with minimal space betwen
6. Wooden stakes
25x25mm thickness
nents
approx 30mm from top
of stake
7. Manila rope
-to be 8mm diameter Emmett's Ropes Three-Strand
Hawser Laid Manila or engineer approved equivalent
length for anchorage to be approx. 2m
to be tied to wooden stakes such that approx. 1.3m length
of manila rope remains between stakes
-to be attached to wooden stakes by threading rope
through drill hole, followed by a double stopper knot. The
remaining manila rope end is to be hitched back onto the
wooden stake
8. Anchorage to be manila rope tied between two hardwood
stakes, see note 6 and 7
- stake/rope anchors to be placed approx. 0.2m from ends
of reef unit
- wooden stakes to be driven vertically or angled up to 20°
toward reef unit. Wooden stakes NOT to be angled away
from reef units
- manila rope to be pulled tight across coir bags such that
crest bag is NOT able to roll
- Reels to be relocated where hard substrate is
encountered
VERTICAL DATUM: AHD. [HORIZONTAL DATUM: MGA
REVISION REGISTER
eVNO, DATE DESCRIPTION BY ENG. APP.
International
ez Coastal
Management
OFFICE 50/G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
TELEPHONE +617 55640564 FAX +617 55329147
WEBSITE www-coastaimanagement com au
PROJECT NAME
NOOSA RIVER OYSTER REEFS
BRAINS TE
REEF DETAIL
GRATING aEVEON
2016.0028 - 020 A
[DRAWN : SK [CHECKED : BC JAPPROVED: AJ
/
— pil J
Pe 2078
AS scare DATE: 1250p.20%6