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2016-12-12 General Committee - Attachments 1, 2, 3 to Item 10 - Oyster Restoration Project
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LOCALITY PLAN
NORTH
NORTH
Storm Water
Outlet TO RIVER
ENTRANCE 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
OYSTER REEF 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 = 0.14 m/s
- 50yr peak flood velocity = 0.17 m/s
FLOOD FLOW
DIRECTION
LEGEND
Approx. LAT
Mean High Water Springs (MHWS)
Mean Low Water Springs (MLWS)
Lowest Astronomical Tide (LAT)
RP Boundaries
Stormwater Outlet
Oyster Reef
Oyster Reef Restoration Site
Resource Allocation Area (RAA)
(5.35m Radius)
Buffer Zone
(20m outside boundary of RAA)
AHD
VERTICAL DATUM: HORIZONTAL DATUM: MGA
0 10 20 30 40 50m 0 5 10 15 20m REVISION REGISTER
B 19/10/16 add RAA and 20m buffer SK BC AJ
A 07/09/16 add stormwater outlet 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 RIVERRIVER
NOOSA OYSTER RESTORATION
OYSTER REEFS
DRAWING TITLE
REEF SITE 13
DRAWING No.
REVISION:
2016.0028 - 016 B
DRAWN : SK CHECKED : BC APPROVED : AJ
RPEQ 2876
SIZE: A3 SCALE : DATE : 20 Oct, 2016
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