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DEEDI Approval to request to change and existing development approval · OPW11/0116
eight such that structure is level with
NSL (or as close as practicable). WIN be
overtopped on high tides.
2. Extent of worts to be restricted to tins
shown on drawings. Container configuration
to achieve design may vary.
3. For excavation notes. see drawing NRS-006.
4. Optional additional container may be placed
as part of Initial works or placed [If required]
Backfill to RL -3m AHD [min] In response to monitoring.
Backfill if required 5. Refer to additional drawings
Plan layout NRS-005
Too of bank _ I - Antlctpaieo excavatea profile Notes NRS-011
[may vary]
NSL [varies] HAT
Level with Adjacent -Top.aCBank _ -
----------------------------- AHD
----------------------------- -- -MLWS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LAT
Geotextile underlayer -
1 m -- Optional 1 m geotextile tube with flap
[if required)
International
Coastal
Management
NOOSA RIVER SPIT
YwA .G nnE
WALL TYPICAL CROSS-SECTION
NRS-007 B
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