Approved Plans for Change to Existing Approval OPW11/0116.01

 

 

 

NSL [varies]

 

 

East side:
No Backfill required

RL +1.5m AHD

 

 

—l1m|

16.8m

| Backfill to RL -3m AHD [min]

West side:

Optional 1m geotextile tube

with flap [if required]

Anticipated excavated
profile [may vary]

 

    
 

  

 

HAT
MHWS
- AHD
MLWS
LAT.

 

LOCALITY PLAN

NOOSA SPIT

ee nuraee)

NOTES

1. 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
44. Batters may be formed by an
equivalent box cut
4.2. Expected volume to be disturbed (wall
& groyne]: 17,600m*. May vary with
| seabed changes.
43 Surface sediments are clean sand
|| suitable for beach nourishment.
44 Material below RL -4.5m AHD may
contain acid sulphates.
NOT to be placed above LAT
To be used for:
* construction [filling containers]
© backfilling

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

6 Refer to additional drawings

 

 

Plan layout NRS-005
Notes NRS-011
LEGEND
VERTCALOMTUM AO Perzoacaton ea

 

REVISION REGISTER

 

 

 

 

 

 

 

8 16.0311 Amended rejec | a
A lotouty For DAS approval RO BC OAL
Jeevwo | DATE ‘DESCRETION BY [ENG | APP

 

International
Coastal
w= Management

OFFICE 50/G Am, SYC Marina Man Beach 4217, LD, Autraia
POST PO Box 0, Man earn LPO, Man Beach QO, 4217, Autraia
ONE 61 GK FAK BI /SbeN4/

New coastalmanagenert com au

  

 

  

 

 

PROUEGT NANE

NOOSA RIVER SPIT

DRAWING TLE

~ GROYNE TYPICAL
X-SECTION

 

 

 

NRS-006 B

RECKED Oc APPROVED

 

 

   

ainel

RPE 2276]

 

 

 

 

 

 

 

 

 

 

Ze SCALE 1 200 [EATE 01 May. 2012