Council archive · source document
DEEDI Approval to request to change and existing development approval · OPW11/0116
Find dredge profile to be determined after
Pre-Start survey.
Maximum dredge depth to be RL -3m AND
to avoid acid sulphate materials.
Batters (1V:3H) may be formed by an
equivalent box cut.
Material is clean sand suitable for beach
nourishment.
Refer additional dravMgs
Gentrellne NR$-008
Dredged material may be used for,
construction (fling containers)
backfiftng adjacent to structures
foreshore nourishment.
Existing Channel
-------------------------------------------- .HAT
- --------------------------------------------MH'VS
-------------------------------------------. AHD
NSL[varies]---------- MLWS
---------- --------- LAT
RL -3.0m AHD
3
1W 3
V Possible dredge profile
[widening & deepening existing channel]
International
Coastal
Management
en hz, i.'I ]f0.'iA1r
>. '. ° .( c: FV.f I^: ur .• -ti AS7. ktb4
NOOSA RIVER SPIT
DREDGE AREA TYPICAL PROFILE
NRS-009 3
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
DEEDI Approval to request to change and existing development approvalRelated documentApplication case desk ↗
About this file
- File size
- 4.0 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.