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Change to Existing Approval - OPW11/0116.01
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19.5 (MAX)
14.4
HAT
LEVEL WITH ADJACENT TOP OF BANK MHWS
~-------------------------------- ----------------------------
AHD
2 LAYERS
ARMOUR ROCK MLWS
=~o~ ===== ==== ==== = == =~========= == == ==========
-
~~~I~iT~E= 1.1
1.2
FLOOD TIDAL CURRENT 2.5m/s
SIGNIFICANT WAVE HEIGHT
0.75m
ARMOUR ROCK
1.3 WILL BE OVERTOPPED IN KING
050 = O.4m (min) TIDES OR FLOOD EVENTS
8.6
CORE ROCK
1.4 FLEXIBLE TOE TO ALLOW
050 = O.25m (min) EROSION TO -6m AHD
GEOTEXTILE UNDERLAY TO BE
GEOTEXTILE UNDERLAY ELCOMax 600R OR EQUIVALENT WITH
(SEE NOTES) 1 M LAPS. PREFABRICATED SECTIONS
PREFERRED.
MINIMUM CORE THICKNESS TOLERANCES
3.1 EXCAVATION +/-200mm
4.5 .1 3.2
3.3
ROCK FINISH LEVEL +/-300mm
BATTERS MAY BE FORMED BY
AN EQUIVALENT BOX CUT
4.0 ROCK SHALL BE SOUND IGNEOUS OR
METAMORPHIC ROCKS CLEAN AND
FREE OF TOPSOIL AND ANY ORGANIC
MATTER
CROSS SECTION C-C 5.0 DIMENSIONS ARE IN METERS UNLESS
SHOWN OTHERWISE
6.0 IN THE EVENT OF SLUMPING ROCK
MAY NEED TO BE TOPPED UP AS
REQUIRED
.0 BACKFILL MAY NEED TO BE
REINSTATED AFTER MAJOR EVENTS
TO ENSURE SAFE ACCESS
-
GEOTEXTILE LAYER
HAT
--
=========== ==== == === =======:::~~ ~.~ ~ -LEV~L~~H~~~~~~~~~~ ==== ======= == = === == ==~~S======== == ============
AHD
---------------- ------ --------- -
- --------
~-~~~T~O~P~;I~ ~v:
---
=~LArio~R~~~~ ====================L~=======================
050 = O.5m
)ffiin)
/
CORE ROCK TAPERS FROM RL -3 TO TOP OF BANK
O.25m (min) _I_
050 =
International
1~ Coastal
Managemoot
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POST POBoxDS,ManB_lPO,M",Be CLO,4217,""’’’’’;a
TELEPHONE <til/_ F <til/oo:l’l41
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CROSS SECTION D-D PRO..ECTN E
NOOSA RIVER SPIT
(RETURN)
Rock Wall
Cross Section
o 2 3 4 5m
I
~______
1:100
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