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2015-03-03 Infrastructure & Services Committee Agenda
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ATTACHMENT 2
Page 23 of 80
7 Wt oratrry Bl AN
» 8 ATTACHMENT 2
we , \ y .
. s Ly % - by
wee , 2m CS . .
\ ; oe A Pe Fs aie
se \ ; NOTES ae
\ 1. All measurements are in metres.
7: \ Dimensions not to be scaled.
Pe , i l2. Tidal levels taken from Queensland
: i Transport Tide Tables 2014
2 ; P Cc Survey by Noosa Shire Council Jan 2014.
gee “A , dp 4. Extent of dredge area defined as per
\ pre? a co-ordinates below.
we \ gat ‘ [Point | Easting | Northing |
seo oe
od) > [8 | soreez_| rosea
oe :
A oo? \ {=o} sorea2 [7080723 |
\ Let I5. Design dredge depth -3.0m AHD. Maximum
. vertical dredging tolerance to be 0.5m.
‘ Ke Pa 6. Available volume ~30,000m?
\ \ a : 17. Batters may be formed by equivalent box cut
at Ni \8. Previous dredging activities suggest the area
: is highly mobile and contains clean sand
\ =f AI wy suitable for nourishment.
3 ies @ Munna Point Yn
; — =
of 2,
* . Sy Sy Dy LEGEND
. ie "Im IRP Boundary ——
as N . gee Proposed Dredge Area fee feces
D Ne ver Ho
af Noosa River Holiday Park
oe? Lot 131 SP143417
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” P fc Pe ler Pl} |
a P[-[ TTT
. man [-[-[ TTT]
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as alo Coastal
a a Management
. ; MHWs EERE, 5G am 5 Mn Mane 217-00, ara
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TERETE sw crtamuragineni soe ts
ANS TTE
DRAWING No REWSION:
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0 5 10 15 20 25m ail rea
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