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Appendix C- Serviceability Report · MCU23/0078
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STORMWATER
23
SP322201 EXISTING PROPOSED
VV
FH OPEN CHANNEL
V
2
FH FH SP322201 ROOFWATER DRAINAGE
STORMWATER DRAINAGE
EXISTING NOOSA STORMWATER DRAINAGE (FROM
RECORDS)
CIVIC CENTRE
SEWERAGE
EXISTING PROPOSED
24
SP322201 SEWERAGE
1 8.2
0 SEWERAGE (FROM RECORDS)
V
FH
88.10
.100
SP322201
8.1
8.60
8.50
VEHICLE RAMP
8.40 WATER
0
TO BASEMENT
2
6.
8.30
8.20
6.1
0
8.00 8.10 EXISTING PROPOSED
5.40
5.60
6.00
5.80
00
6.00
WATER
8.
6.20
6.40
77.
6.60
9.09
6.80
7.00
0
WATER (FROM RECORDS)
7.2
7.30
0
5.8
0 BASEMENT WALL
5.9
7.50 7.70
8.00
0
6.0
0
6.10 FH
WATER PROPERTY CONNECTION
8.10
TO EXISTING MAIN (OPTION 2)
8.0
0
9.120 0
8.20
9. 9.3 .40 0
9.0
0
8.20
21
0
8.9
8.8 0
9 9.5 .60
0
SP322201
8.30
SITE B (NORTH) DETENTION
8.30
0
6.20
8.5
60
9
8.70
6.10
8.50
8.70
8.
6.00
AND TREATMENT TANK
8.60
5.90
5.
9.70
80
8.40
50
8. 8.60
5.70 0
8.80
8.7 9.8
5.60
0
SITE A
8.5
5.50
8.40
BASEMENT WALL 9.9
0
8.50
8.60
0
APPROX. 10
8.6
WALTER HAY DRIVE
.00
ET)
19 FFL 9.00m
0
10.
5.4 5.30
8
SP322201
10
STRE .7
0
0
10.
20
FH
8.8
0
10.20
5.20
AIN
18
8.50
8.60
3
10.10
SP322201 SITE B
8.9
8.70
D (M
8.80
SP322201
0 8.9
APPROX. 7
5.105.00
10.00
0
FH
FFL 9.00m SP322201
ROA
FH 17 1
4.90 4.80
9.9 .80
V V
V SP322201 SP322201
0
V
9
FH
ATE
4.70
9.7
8.80
0
4.60
0 TABLE DRAIN TO DIVERT
PRIV
8.8
V V HO 0
9.60
UPSTREAM FLOWS AROUND AND
4.50
V FM 8.7
8.70
THROUGH DEVELOPMENT AREA
4.40
SITE A DETENTION AND
AN 0 9.50
4.30
TREATMENT TANK FH 8.6 AS PER EXISTING CONDITIONS
ND
4.20
4.10
RIV
0
FH
8.5
FH
4.00
8.60
3.50 0
9.40
E
3.6 0
V SEWER PROPERTY
3.7 0
FH CONNECTION USING
3.8 0
3.9
EXISTING STUB INTO SITE
8.5
5.4
8.60
5.6
5.8
0
9.30
4.00
6.00
0
8.
4.10
6.2
0
4.20
30
8.4
4.30
6.40
0
4.40
6.60
4.5
6.80
0
0
8.4 0
4.60
7.00
8.5 8.5
7.20
4.7
0
8.20
7
8.7
0
4.90
4.8
7.6
5.00
.4
5.10
8.60 0
8.8
7.8
0
5.20
8.00
5.30
0
8.3
8.9
PIPE CONNECTION
0
0
5.40
8.90
0
0
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