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Development Application - Part 2 of 2 - Report & Plans · OPW11/0116
Plans and drawings: the text below has words only, no drawings.
Very large file (13.6 MB): may take a few minutes to open.
Final dredge profile to be determined after
Pre-Start survey.
Maximum dredge depth to be RL -3m AHD
to avoid acid sulphate materials.
Batters (IV:3H) may be formed by an
equivalent box cut.
Material is dean sand suitable for beach
nourishment.
S. Refer additional drawings
Centreline NRS-008
Dredged material may be used for.
• construction (filling containers)
• bedriing adjacent to structur es
• foreshore nourishment.
Existing Channel
------------------------------------------------------------------------------------------HAT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MHWS
-------- ------------------ AHD
-
-------MLV
RL -3,Om AHD Q 1
3
P os sibl e dr ed ge p ro fil e
[widenin g & dee penin g existin g channel]
Internationa l
Coastal
Managemen t
rna v-x WF Ar CP O.D A--*
V- fk^ --V MW %W O-D C1 7
NOOSA RIVER SPIT
DREDGE AREA TYPICAL PROFILE
NRS-009 B
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