Council archive · source document
Attachment 8 - Interim Stormwater Management Plan - TOPO · 132005.638.06
Plans and drawings: the text below has words only, no drawings.
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B
C02
TOP OF BUND
1 IN 3 BATTERS TYPICAL
12.0
12.0
11
12.0
13.0
.5
12.0 12.5
13.0 13.0
0
13..5
RL1
SW
0
3.00
12.0
40 RL1
13.
SW
13.0 13.0
RL
13.
11.5
.8 0 12.0 12.0
RL12
0
SW
13.
A
0
C02 E E
9,43 11.0 11.0 13.5
SW
9,4333.53 mm FOREBAY D
UPSTREAM DRAINAGE TO TIE
.53 m WEIR AT RL13.00. C02
m INTO CONCRETE INLET DRAIN.
SW
mm
mm
FOREBAY
12.0
RL11.50
12.0
DECANT OUTLET SYSTEM
.0
12,828.11
12,828.11
BASIN
14
USIL 11.75
13.0
C RL
RL11.00 20 13.
DSIL 11.56 13.
13.0
C02 40
SETTLING ZONE RL11.80-RL12.80 = 2,950m3 RL
14.0
FREE WATER ZONE RL11.40-RL11.80 = 980m3
11.0
12.0
13.0
SEDIMENT STORAGE RL11.00-RL11.40 = 860m3 10m LONG CONCRETE
12.512.0
13.0
INLET DRAIN.
11.5
11.5
SPILLWAY AT
RL12.80
11.0 11.0 CONCRETE DOSING PAD
80 13.0
12.
RL
12.0 12.0
RL1
3.40 12
RL.5
13.0 13. 13.0
12.0
13.0 00
RL13.50
13.0 13.0
13.0
11
12.0 12.0
.5
.5
13
1 IN 3 BATTERS TYPICAL
TOP OF BUND
11.5
12.0
12.0
11.5
.5
13
BASIN LAYOUT PLAN LEGEND:
0 5 10 15 20 25m
13.0 EXISTING CONTOUR (0.25m INTERVAL)
SCALE 1:500
12.0 PROPOSED CONTOURS (0.5m INTERVAL)
PROPOSED LEVEL SPREADER
PROPOSED STORMWATER DRAINAGE
PROPOSED MANHOLE WITH FLOATING DECANT
PROPOSED ROCK PROTECTION
EARTHWORKS SUMMARY
PROPOSED CONCRETE
COMPARISON TO PROVIDED SURVEY
Monday, 29 April 2024 12:13:31 PM
CUT - 1,740m3
FILL - 4,510m3
SCALE CLIENT PROJECT
COPYRIGHT C NOOSA COUNCIL NOOSA LANDFILL SEDIMENT BASIN
AS SHOWN TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
CONCEPT MD KR 25/04/24 BASIN LAYOUT PLAN
A PRELIMINARY ISSUE KR 25/04/24 RPEQ / SIGNATURE (IF REQUIRED)
NOR
TH A3 PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE P001546 C01 A
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