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Appendix 5
Attached to the e-mail Enclosure 5-Restoration Plan.eml, inside Operational Works Application OPW17/0016.
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 Restoration Site
Oyster Reef
Resource Allocation Area (RAA)
(5.35m Radius)
Buffer Zone
(20m outside boundary of RAA)
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
0 10 20 30 40 50m 0 5 10 15 20m REVISION REGISTER
A 19/10/16 add RAA and 20m buffer SK BC AJ
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
Aurecon 2013 Bathymetry
PROJECT NAME
NOOSA RIVER
NOOSA OYSTER
RIVER RESTORATION
OYSTER REEFS
DRAWING TITLE
Definium Survey 2011 REEF SITE 10
DRAWING No.
REVISION:
2016.0028 - 013 A
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 20 Oct, 2016
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