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SPCC05235213 · OPW12/0590

Attached to the e-mail Concurrence Agency Response - DEHP.

of 8

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| 3000 6000 | BS,

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
      

    
   

   

 

 

 

 

 

 

a an ~~
PONTOON \ CAST ALUMINIUM
8 }+——3000-——-}__ MOORING CLEATS
I - - N FENDER RUBBER
— TO ALL SIDES
” LADDER O a
4008 130kNm RC
CAST INSITU PILES
TAP & HOSE
HOLDER
a
s 8 |
<x
2
E =
a
‘ |
x=
8
S00 2
So. 15 REG |
eos
Ni
LOT 3 ‘ie |
“1
ale PIANO HINGE CONNECTION TO
| a MASS CONCRETE LAND ANCHOR
2727 ieee ee ' us
tne) OO
\ aes’ sT 1050 4 ¢ lA. PROPERTY BOUNDARY | / §
[Can
{  ceonenrer= }+—————6000. 8
woe RIVER privé . NX EXISTING BLOCKWORK RETAINING WALL |
&
gosh -1500--!
SITE PLAN & |
WATER AL NOTE: BERTHING: LAYOUT P
SCALE 1:500 LOCATION Existing structures shown Maximum wet vessel length  — 8.0m SCALE 1:100 !
. in approximate position only. Maximum wet vessel beam - 3.4m : ‘
THE MARINA SPECIALIST CUENT: KALEDGE PTY LTD MME: SITE PLAN, LAYOUT AND
TRADING AS ACN 010633119 era ANE Cardne seers? Ce) (ozsies2 LOT 2 (5) NOOSA RIVER DRIVE WATER ALLOCATION :
Tee OLD. AUSTRALA 4551 | fi Moh Tone S18 St Po Tes, Oe) nen a NOOSA Sart SHORE SHE: 3 BRNRE AG:
Perr se epsnan) |g gees (Pm rom Pv © oe pore Ea LAS
[Ret on AMENDMENT BPs PecraAti s§ T wb S067 MIE MS 5 MILLIMETERS A AB)

 

 

 

 

 

 

 

 

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