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Response to Information Request 10-6-2025 Overland Flow Assessment · OPW25/0042
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00 RL
RL
.5 10 1
.75
RL18.90
|
Ø6
RL
.50
.50
.50
.50
20
11
14 16
L1
D
1
17
RL
|
STORMWATER TO BE TAKEN
7.5
.7
RL IDT MW
4.0
16
|
16
0
RL
|
W TOR
.6
UP. EXISTING EASEMENTS TO
FFL18.25
1
8.2
0
|
14.0
RL
RL
16
5
S
14
|
PROPOSED ROCK
.0
13
14 | |
RL
BE EXTINGUISHED
RL
1
H V AT
0
| |
2.0
.5
13.8
6
12
5
.56
RL13.
| | GABION WALL
Ex
| |
RL
AR
0
14
13.6
1 | 16
RL
8.0%
.0
|
| |
12
W
RL
14
.0
IES
5
RL
RL13.
| | 12.6
%
13
13
RL
RL
11.8
.44
FFL18.0 FFL18.0 FFL18.25
13
12
12.20
12.40
|
.8
W
12.60
8
12.0
.35
.56
ER
RL13. 2.0%
4m SEM
D
Ex
3.50 12.80
1
RL
15
3.6
7
13
1
0
0
RL
L
13.0
.4
EA
ExR
RL
14
WI EN
0
0
RL
RL
RL
13.2
.0
13
17
5.8% 8.0%
14
13
12
.40
.0
.44
1
.0
RL
0
DE T
13.4
RL
15
11
12
0
.75
13.6
.56
Ex
8
1in
EXISTING Ø300 TO BE
MI
RL
0
S
13
13.8
RL
RL
.22
N
1
13
4.0
16
RL
.44
.5
8.1%
TAKEN UP
0
15
19
1
14.0
12.0
4.0
11.8
13
RL
12.5%
EXISTING SEWER &
14.0
RL
D
14
13.8
0
RL
17
ALL ROOFWATER TO BE PIPED
13.60
0
RL
13
STORMWATER TO BE TAKEN
Ex
.75
S
.24
14
RL
Ø600
RL
13.40
.0
RL
13
0
W
S
13.20
.06
14
12.0
RL
14 18
.75
UP. EXISTING EASEMENTS TO
14
D
.00
.0
2.0%
TO RIP'S/RWHT VIA SEALED
8.6%
1in8 0
BE EXTINGUISHED
Ex
RL
11.8
13
RL
1
2.7
1
Ex
13
4.7
RL
8
RL
18
RL
13
PIPE SYSTEM TO HYDRAULIC
5
14.40
14.60
14.20
12
13.80
14.00
.70
12
14
.83
.96
W
VERGE/FOOTPATHS TO BE
SE
8 EXISTING PADMOUNT
CONSULTANT SPEC.
xR
REPROFILED TO SUIT
20
14.00
L1
2.6
RL
RL
79
TRANSFORMER
D
12
1
12
13
OVERLAND FLOW PATH LEVELS 13
.0
.0
.5
N
Ex
S
RL
FFL13.5= 13.0
12
W
S
.2
13
62
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