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Attachment 6 - Stormwater Management Plan and Engineering Response. · MCU23/0078
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Original PDF page 34, section 1. The text section number identifies this passage in the reader.
8.40
8.30
STORMWATER
6 .3
8.20
0
9.10 8.00
6.20 8.10 EXISTING PROPOSED
6.1 9.00
0
6.00 OPEN CHANNEL
00
8.
INDICATIVE LOCATION
7.9
ROOFWATER DRAINAGE
70.9
OF RAINWATER
0
HARVESTING TANK
STORMWATER DRAINAGE
8.1
0
8.10
LOT 3 FFL STORMWATER DRAINAGE (FROM
8.30
8.20
8.10
5.8
0
8.10 8.00 8.400m RECORDS)
5.9 8.20 .008
8.00
0 0
8.1 8.10
8.30
SEWERAGE
0
8.2 8.10
8.3
6.0 0
8.3
0
0
LOT 3 NORTH 8.20
DETENTION TANK 6.10 8.30 8.30 8.30 8.10 FH EXISTING PROPOSED
(1,375m3 VOLUME) 8.40 8.00
SEWERAGE
8.40
8.10
0 .00
8.3 8 8.1
8.50 0
NEW DRIVEWAY
8.
0
40
8.4
0
0
8.1
8 .1
8.10 CROSSOVER SEWERAGE (FROM RECORDS)
8.5
0
8.5
0
0
8.40 8.2
0
8.50
8.2
8.20
8.20
0
8.50 8.3
8.60 8.50
LOT 7 WATER PROPERTY
8.20
8.30
INTERNAL PIT AND PIPE 8.20 NEW DRIVEWAY CONNECTION TO EXISTING WATER
0
0 8.60
8 .2
8.5 .20
STORMWATER NETWORK CROSSOVER MAIN (OPTION 2)
8.
8
8.
60
8.30
0
50
8.6 8.50 BELOW SURFACE CARPARK 0
8.3
EXISTING PROPOSED
8.70 9.0
LOT 7 NORTH
8.30
0
6.20
8.60
WATER
9.1
0
6.10 0 8.40 0
BIO-RETENTION BASIN
8.3
8.4
6.00
9.2
0
(27m2 SURFACE AREA
5.90
8.70 8.50
0
9.3
MINIMUM) WATER (FROM RECORDS)
8.60
5.
9.4
8.40
80
0 0
0 8.4 9.5
0
8.40
8.5
8.4
0
0
0
8.6
8.6
0 9.6 9.7
8.7 0 0
8.50
8.60
5.70
8.60
8.70
9.8
8.70
8.60 0
5.60
0
8.5
8.60
0
8.5
8.5
5.50
8.60
0
9.0
EXISTING GULLY PIT TO BE 9.9
0
8.80
RE-LOCATED TO SUIT NEW 8.90
8.6
0
0
8.60
DRIVEWAY CROSSOVER
8.7
BASEMENT WALL
8.7
0
0 0
8.7 10
8.6
.00
DISCHARGE PIPE FROM
8.70
0
NORTH DETENTION
0
8.6
TANK INTO BIO-BASIN LOT 7 FFL LOT 7 NORTH
DETENTION TANK 10.
5.4
8.900m 10
8.
8.60
(200m3 VOLUME)
7
0
0
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