Approved Plans for Change to Existing Approval OPW11/0116.01

 

 

 

Existing Channel

x RL 9.0m AHD

 

 

   

Possible dredge profile
[widening & deepening existing channel]

ot

 

2, Maximum dredge depth to be RL -3m AHD

||6. Dredged material may be used for

LOCALITY PLAN

NOOSA SPIT

baled

meet

oy
Ds Ws a

NOTES
1 Final dredge profile to be determined after

Pre-Start survey.
to avoid acid sulphate materials.

3. Batters (1V:3H) may be formed by an
equivalent box cut

4. Material is clean sand suitable for beach
nourishment

5 Refer additional drawings
Centreline NRS-008

* construction [filing containers}
© backfilling adjacent to structures

 

 

. foreshore nourishment
LEGEND
VERTICAL DATUM AHO TRORZONTALOATUN NGA

 

REVISION REGISTER

 

 

 

 

 

 

 

 

 

bem DME TESRETON YB TENS TP
International
Coastal
Management

 

OFFICE §01'G Arm, SYC Marna, Main Beach, 4217, QLD, Australia
POST PO Box Ub, ManBeorn LPO, Man Beach QLD, 421 /, Autrata
TELEPHONE 61 /sneuihb! KAT DLEINAT

WEBSITE www cosstaimanagement com au

 
 

 

PROIECT NANE

NOOSA RIVER SPIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sen
DREDGE AREA TYPICAL PROFILE
em Enso
NRS-009 B
a
ae RPEQ 2876]
ma Sone tote orm