Download - PORIRUA'S WATER NETWORK
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150 A
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225 AC 58
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50 P
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100 A
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40 CU 70
100 A
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100 A
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100 A
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150 C
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100 P
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150 U
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100 A
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100 A
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150 A
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150 U
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150 U
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150 AC 70
100 U
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87
5
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7
8
50 A
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69
5
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40 PE80B 94
1
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8
7
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50 A
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69
5
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40 CU 80
1
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1
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1
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100 P
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50 P
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1
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6
50 A
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40 U
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4
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150 U
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40 UPVC 79
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150 A
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77
3
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2
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150 A
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50 P
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100 A
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50 PE80B 03
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50 A
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100 U
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150 A
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83
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50 C
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150 P
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7
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40 CU 75
4
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1
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200 U
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40 CU 80
1
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40 C
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100 A
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40 CU 7
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100 AC 83
1
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150
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4
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100 A
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50 A
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50 A
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150 O
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50 P
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150 A
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150 A
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40 CU 66
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200 A
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200 A
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100 A
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200 AC 81
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100 A
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150 AC 63
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225 A
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V
C
0
7
250 A
C 52
1
5
0
A
C
7
5
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5
0
A
C
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5
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C
6
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100 U
PV
C 0
3
1
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0
A
C
6
5
1
5
0
A
C
8
4
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5
0
U
P
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C
9
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5
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8
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B
8
8
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A
C
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150 A
C
78
5
0
A
C
6
7
150 U
PV
C 96
5
0
U
P
V
C
0
9
5
0
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E
8
0
B
9
6
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0
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25 C
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0
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E
1
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0
50 P
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07
50 P
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80B
12
100 A
C 89
1
5
0
S
T
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L
5
4
5
0
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8
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0
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4
0
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6
7
50 P
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04
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4
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8
4
50 P
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08
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7
1
1
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1
0
0
1
2
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5
0
A
C
6
4
1
5
0
U
P
V
C
9
4
100 A
C 59
1
0
0
A
C
6
7
1
5
0
A
C
6
6
3
2
C
U
5
9
150 AC 64
3
5
C
U
7
8
1
5
0
U
P
V
C
9
5
1
5
0
U
P
V
C
0
5
5
0
U
P
V
C
0
9
32 P
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07
2
5
0
A
C
8
3
1
5
0
A
C
6
8
2
0
0
A
C
8
2
1
5
0
P
E
1
0
0
8
9
1
5
0
U
P
V
C
1
3
50 C
U 64
1
5
0
U
P
V
C
9
4
5
0
A
C
7
5
5
0
C
U
5
6
150
ST
CL 97
1
0
0
A
C
6
3
1
0
0
M
P
V
C
0
8
5
0
A
C
5
9
225 A
C 5
4
1
5
0
A
C
7
2
1
5
0
U
P
V
C
9
5
100
UP
VC
00
1
5
0
U
P
V
C
0
5
100 A
C
59
2
5
0
O
P
V
C
1
2
100 A
C 7
6
1
5
0
A
C
5
4
5
0
P
E
8
0
B
0
3
4
0
A
L
K
7
2
1
0
0
A
C
6
6
150 A
C 7
0
1
0
0
A
C
8
6
2
5
C
U
5
6
1
0
0
D
I
C
L
0
8
40 U
PV
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7
1
5
0
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P
V
C
1
7
5
0
P
E
8
0
B
9
9
5
0
P
E
8
0
B
8
7
300 A
C 63
1
5
0
U
P
V
C
1
7
5
0
P
E
8
0
B
0
7
5
0
A
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K
8
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8
2
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5
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P
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9
8
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8
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5
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A
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6
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1
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9
1
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P
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8
0
B
0
5
1
5
0
O
P
V
C
1
2
2
0
0
A
C
7
7
150 A
C 59
1
0
0
A
C
5
1
50 P
E80B
90
100
PE100 85
2
5
P
E
8
0
B
9
3
5
0
P
E
8
0
B
1
0
5
0
P
E
8
0
B
1
5
5
0
P
E
8
0
B
1
2
100 UPVC 07
5
0
P
E
8
0
B
0
5
1
5
0
U
P
V
C
9
7
1
0
0
U
P
V
C
9
6
100 O
PV
C 10
1
5
0
U
P
V
C
9
6
5
0
P
E
8
0
B
9
7
2
5
P
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8
0
B
1
7
5
0
P
E
8
0
B
9
7
1
5
0
U
P
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C
9
8
1
5
0
U
P
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C
9
7
1
5
0
U
P
V
C
0
4
5
0
P
E
8
0
B
1
1
40 PE80B 87
50 PE80B 90
5
0
P
E
8
0
B
0
9
150 O
PV
C 1
1
1
5
0
U
P
V
C
0
5
50 PE80B 03
100
AC
56
5
0
P
E
8
0
B
9
6
2
5
P
E
8
0
B
1
7
5
0
C
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8
1
50 P
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91
1
0
0
U
P
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C
0
9
5
0
A
C
6
1
5
0
P
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8
0
B
9
8
5
0
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8
0
B
9
9
1
0
0
A
C
6
1
5
0
P
E
8
0
B
0
2
50 A
C 69
50 PE80B 97
2
5
C
U
7
8
50 PE80B 98
2
5
P
E
8
0
B
9
6
1
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U
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9
9
5
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1
6
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C
0
9
5
0
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8
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9
5
5
0
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8
0
B
8
6
150 PE80B 92
100 U
PV
C 00
100 PE100 85
3
2
P
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8
0
B
1
6
5
0
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I
5
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50 C
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6
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8
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9
9
150 U
PV
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5
0
P
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8
0
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0
3
1
0
0
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1
0
0
9
0
2
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5
A
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4
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7
2
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P
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9
8
1
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A
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8
6
100 A
C 85
8
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P
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9
8
1
0
0
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1
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0
9
0
8
0
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P
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9
8
150 S
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L 9
8
5
0
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8
0
B
0
8
8
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U
P
V
C
9
8
8
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9
8
32 C
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1
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0
A
C
8
2
25 C
U 87
5
0
P
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8
0
B
0
6
5
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1
0
0
8
2
50 PE80B 11
100 A
C 58
100 A
C 62
100 A
C
76
200 U
P
V
C
08
150 U
PV
C
05
150 AC 77
2
0
0
U
P
V
C
1
6
150 U
PV
C 98
1
5
0
U
P
V
C
0
5
1
5
0
A
C
7
4
150 U
PV
C 93
1
0
0
U
P
V
C
8
1
150 U
PV
C 9
4
150
UP
VC
96
5
0
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8
0
B
1
5
1
0
0
A
C
7
5
100 A
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9
3
0
0
A
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7
9
2
0
0
A
C
7
2
2
0
0
A
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8
0
1
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0
A
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7
1
2
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0
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8
3
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A
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6
2
3
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0
A
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5
1
1
5
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M
P
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9
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9
3
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0
4
1
5
0
A
C
7
8
1
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0
A
C
7
5
150 A
C
70
100 A
C
61
1
5
0
A
C
7
5
1
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U
P
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0
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9 150 A
C 67
250 P
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2
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U
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300 AC 6
3
1
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M
P
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1
7
100 A
C
56
1
5
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U
P
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0
6
50 A
C 68
1
5
0
A
C
6
9
150 P
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100 92
1
0
0
A
C
6
7
5
0
P
E
8
0
B
1
5
1
5
0
A
C
7
8
150 AC 70
1
0
0
A
C
6
3
100 A
C 76
2
5
P
E
1
0
0
8
3
1
0
0
A
C
6
1
5
0
A
C
7
1
300 AC
52
1
0
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1
0
0
8
3
1
0
0
U
P
V
C
0
9
1
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0
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6
8
150 U
PV
C 14
5
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8
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B
0
8
150 AC 73
5
0
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8
0
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0
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1
5
0
A
C
8
0
1
5
0
A
C
7
5
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150 MPVC 13
1
5
0
A
C
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1
150 U
PV
C 98
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C
8
4
150 A
C 76
2
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6
1
1
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7
5
5
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E
8
0
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9
4
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7
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1
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25 G
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6
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9
3
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150 U
PV
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5
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1
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0
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M
P
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9
9
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0
4
4
0
U
P
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9
150 A
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5
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8
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5
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1
100 A
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3
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1
2
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5
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A
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8
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5
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A
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6
4
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5
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150 U
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3
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5
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100 A
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7
8
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5
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5
8
1
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U
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8
4
1
0
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A
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4
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A
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6
2
2
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5
0
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6
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3
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T
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7
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2
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150 U
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A
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5
9
50 P
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5
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9
50 A
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A
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1
0
0
A
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7
1
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0
A
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7
1
2
0
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A
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6
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1
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0
A
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6
5
5
0
P
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1
0
0
9
2
2
5
0
A
C
7
2
150 AC 73
1
5
0
P
E
1
0
0
8
9
1
5
0
A
C
7
2
1
5
0
U
P
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1
5
5
0
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8
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0
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3
0
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D
I
C
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0
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1
0
0
M
P
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1
3
1
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50 P
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100 83
200 A
C
65
100 A
C
83
1
5
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U
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8
2
1
0
0
A
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6
8
1
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0
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0
8
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5
0
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8
0
B
0
8
1
5
0
A
C
7
8
1
0
0
M
P
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C
0
8
100 A
C 62
150 U
PV
C 95
1
0
0
A
C
5
1
1
0
0
P
E
1
0
0
8
4
5
0
P
E
8
0
B
0
7
150 M
P
V
C
12
1
0
0
A
C
5
6
1
5
0
U
P
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C
9
9
1
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7
6
5
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8
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B
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9
3
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4
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1
6
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A
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4
1
0
0
P
E
8
0
B
1
0
1
5
0
A
C
8
0
5
0
P
E
1
0
0
8
4
40 P
E100 84
40 P
E
100 84
2
5
0
A
C
5
2
4
0
U
P
V
C
8
2
1
5
0
U
P
V
C
0
5
1
5
0
U
P
V
C
0
2
1
0
0
A
C
5
6
50 P
E80B
17
1
0
0
U
P
V
C
9
3
BDY
BDY
BDY
BDY
BDY
BRADEY
RESERVOIR
YEAR = 2008
CAP. = 720 m3
TWL = 145.6 m
BWL = 141.8 m
JAMES COOK DRIVE
RESERVOIR
YEAR = 1984
CAP. = 1500 m3
TWL = 97.2 m
BWL = 92.3 m
(WHITBY)
17
5
6
9
9
1
2
86
77
47
53
11
21
46
95
85
56
137
104
124
144
140
152
EN
D
EA
VO
U
R
D
R
M
A
D
E
IR
A
C
L
P
A
C
I
F
I
C
V
I
E
W
H
E
L
M
P
L
S
H
I
P
S
C
O
V
E
C
A
N
A
R
Y
W
A
Y
P
O
L
E
S
T
A
R
L
N
D
E
P
T
F
O
R
D
L
N
200 P
E100 87
5
0
P
E
8
0
B
0
8
1
5
0
U
P
V
C
1
1
1
5
0
U
P
V
C
0
8
1
5
0
U
P
V
C
0
8
1
5
0
U
P
V
C
0
8
1
5
0
U
P
V
C
0
5
5
0
P
E
8
0
B
0
8
5
0
P
E
8
0
B
1
1
50 P
E80B
05
50 P
E80B
17
5
0
P
E
8
0
B
0
8
2
0
0
U
P
V
C
1
7
2
0
0
U
P
V
C
0
8
1
0
0
U
P
V
C
0
9
100 P
E100 17
5
0
P
E
8
0
B
0
8
1
5
0
U
P
V
C
0
9
2
0
0
U
P
V
C
0
8
2
0
0
U
P
V
C
0
8
150 U
PV
C 05
5
0
P
E
1
0
0
1
7
5
0
P
E
8
0
B
0
9
1
5
0
U
P
V
C
0
8
5
0
P
E
8
0
B
1
2
1
5
0
U
P
V
C
0
0
1
5
0
U
P
V
C
0
8
4
0
P
E
8
0
B
8
7
5
0
P
E
8
0
B
0
9
1
5
0
U
P
V
C
0
9
5
0
P
E
8
0
B
0
9
1
5
0
U
P
V
C
0
8
1
5
0
U
P
V
C
0
9
115
E
N
D
E
A
V
O
U
R
D
R
1
5
0
U
P
V
C
0
8
6
1
5
0
U
P
V
C
0
8
2
5
0
A
C
8
3
N
A
V
I
G
A
T
I
O
N
D
R
1
0
0
P
E
1
0
0
1
7
82
50 PE80B 00
150 PE100 92
1
5
0
P
E
1
0
0
9
0
50 PE80B 90
100 UPVC 90
1
5
0
U
P
V
C
9
0
J
O
S
E
P
H
B
A
N
K
S
D
R
1
5
0
U
P
V
C
9
4
T
H
E
M
A
S
T
H
E
A
D
1
5
0
U
P
V
C
9
4
50 PE
80B 95
J
O
S
E
P
H
B
A
N
K
S
D
R
65
5
0
P
E
8
0
B
9
3
5
0
P
E
8
0
B
9
3
5
0
P
E
8
0
B
9
3
5
0
P
E
8
0
B
9
3
P
A
R
E
M
A
TA
R
D
(S
.H
. 58)
150 PE100 03
UNDER BRIDGE
150 UPVC 03
P
A
E
K
A
K
A
R
IK
I H
IL
L
R
D
17
31
N
A
V
IG
A
T
IO
N
D
R
5
0
P
E
8
0
B
9
8
5
0
P
E
8
0
B
9
8
9
5
0
P
E
8
0
B
0
2
50 P
E80B
02
100 STCL 01
100 DICL 02
100 UPVC 02
28
6
19
1
5
0
U
P
V
C
0
2
E
N
D
E
A
V
O
U
R
D
R
3
33
48
1
5
0
U
P
V
C
0
2
214
100 AC 78
N
A
V
IG
A
T
IO
N
D
R
N
A
V
I
G
A
T
I
O
N
D
R
BA
NK
S B
LV
D
150 DICL 14
100 AC 84
EXPLORATION WAY
PUMP STATION
100 A
C 84
5
0
P
E
8
0
B
1
5
16
38
B
A
N
K
S
B
L
V
D
B
A
N
K
S
B
L
V
D
11
41
2
5
0
A
C
8
3
2
0
0
U
P
V
C
1
4
150
OPVC
12
2
5
0
U
P
V
C
1
7
SCOUR
SCOUR
SCOUR
SCOUR
SHUT
200 STCL 13
UNDER BRIDGE
250 A
C 8
3
SCOUR
JA
ME
S C
OO
K D
R
J
A
M
E
S
C
O
O
K
D
R
SPYGLASS LN
SCOUR
SCOUR
D
I
S
C
O
V
E
R
Y
D
R
2
0
0
A
C
8
0
69 B
16
2
0
0
A
C
7
7
150 A
C 84
38
SCOUR
SCOUR
SCOUR
SCOUR
SCOUR
SCOUR
SCOUR
SCOUR
SCOUR
SCOUR
SCOUR
J
A
M
E
S
C
O
O
K
D
R
RESERVOIR
SCOUR
1
5
0
A
C
7
0
YEAR = 1964
CAP. = 4500 m3
TWL = 153.6 m
BWL = 146.1 m
PORIRUA HIGH LEVEL
RESERVOIR
YEAR = 1975
CAP. = 140 m3
TWL = 108.0 m
BWL = 105.0 m
MERCURY WAY
RESERVOIR
YEAR = 1996
CAP. = 2230 m3
TWL = 154.0 m
BWL = 148.0 m
ASCOT PARK
RESERVOIR
YEAR = 1956
CAP. = 450 m3
TWL = 96.0 m
BWL = 91.4 m
PAREMATA LL No. 1
KAHU ROAD
RESERVOIR
YEAR = 1976
CAP. = 4500 m3
TWL = 97.3 m
BWL = 90.2 m
(PAREMATA No. 2)
100 A
C 81
6
2
0
0
A
C
8
0
T
H
E
C
O
M
P
A
N
I
O
N
W
A
Y
D
I
S
C
O
V
E
R
Y
D
R
D
I
S
C
O
V
E
R
Y
D
R
17
2
0
0
A
C
7
2
1
5
0
S
T
C
L
9
6
150 U
P
V
C
96
69
57
50 ALK 83
P
A
R
E
M
A
T
A
R
D
(S
.H
. 5
8
)
A
Y
T
O
N
D
R
1
5
0
A
C
8
4
S
P
I
N
N
A
K
E
R
D
R
1
5
0
A
C
7
0
S
P
I
N
N
A
K
E
R
D
R
1
5
0
A
C
7
0
PA
R
EM
AT
A R
D
(S
.H
. 58)
L
E
E
W
A
R
D
D
R
1
5
0
A
C
7
7
MERCURY WAY
PUMP STATION
1
0
0
A
C
7
6
M
E
R
C
U
R
Y
W
A
Y
1
0
0
A
C
7
6
82
113
L
E
E
W
A
R
D
D
R
BDY
BDY
P
O
S
T
G
A
T
E
D
R
O
M
A
P
E
R
E
S
T
2
5
0
A
C
7
5
1
0
0
A
C
7
5
150 A
C
76
P
A
R
E
M
A
T
A
R
D
(
S
.
H
.
5
8
)
139
BDY
37
4
0
C
U
7
1
1
0
0
A
C
7
1
K
A
H
U
R
D
O
A
K
A
V
E
1
5
0
A
C
7
0
20
30
100
46
1
5
0
A
C
7
0
16
1
0
0
A
C
6
6
76
PA
R
EM
AT
A R
D
(S
.H
. 58)
BDY
SCOUR
SCOUR
5
0
P
E
8
0
B
1
4
SCOUR
100 UPVC 14
5
0
P
E
8
0
B
1
1
SCOUR
S
T
A
IT
H
E
S
D
R
N
O
R
T
H
150 DICL 07
250 DICL 12
250 AC 75
200 A
C 77
150 A
C
78
BDY
BDY
1
0
0
A
C
6
6
450 STCL 65
6
W
A
I
H
E
M
O
S
T
9
50 AC 78
100 A
C
65
1
0
0
A
C
7
1
125
69
41
23
100 STCL 74
1
5
0
D
I
C
L
9
7
BDY
150 UPVC 03
150 UPVC 97
1
5
0
P
E
1
0
0
9
1
150 UPVC 03
1
5
0
A
C
7
8
1
0
0
A
C
7
1
300 DICL 97
2
0
0
D
I
C
L
9
6
G
W
R
C
50 CU 78
5
0
A
C
7
1
C
O
N
C
L
U
S
I
O
N
S
T
50 A
C 71
1
0
0
A
C
7
1
200 A
C
71
5
0
A
C
7
0
BDY
C
O
N
C
L
U
S
IO
N
S
T
1
5
0
A
C
7
1
5
0
A
C
7
1
1
5
0
A
C
1
9
7
0
1
5
0
A
C
7
1
5
0
A
C
7
1
1
5
0
A
C
7
8
5
0
P
E
8
0
B
9
6
H
A
L
L
A
D
A
L
E
R
D
PRV
1
0
0
U
P
V
C
9
6
100 PE100 02
BDY
BDY
1
5
0
P
E
1
0
0
8
8
1
0
0
P
E
1
0
0
8
9
1
5
0
U
P
V
C
9
8
SCOUR
SHUT
1
0
0
A
C
7
2
RESERVOIR
YEAR = 1956
CAP. = 2300 m3
TWL = 103.0 m
BWL = 97.4 m
PORIRUA LL No. 1
RESERVOIR
YEAR = 1973
CAP. = 4500 m3
TWL = 103.0 m
BWL = 95.3 m
PORIRUA LL No. 2
19
8
BDY
PRV
T
W
E
E
D
R
D
7
150 U
PV
C 0
4
20
2
K
I
R
I
W
A
I
R
D
K
A
H
U
R
D
300 STCL 80 GWRC
56
SCOUR
P
A
P
A
K
O
W
H
A
I
R
D
32
9
T
W
E
E
D
R
D
T
W
E
E
D
R
D
100 AC 84
SCOUR
200 A
C
80
PA
PA
KO
WH
AI R
D
W
H
I
T
F
O
R
D
B
R
O
W
N
A
V
E
10
65
2
5
0
A
C
8
0
P
A
P
A
K
O
W
H
A
I R
D
1
5
0
U
P
V
C
0
9
1
5
0
U
P
V
C
0
9
H
O
W
D
E
N
P
L
2
5
0
A
C
8
0
F
R
A
N
C
E
S
B
R
O
W
N
A
V
E
300 D
IC
L 09
SCOUR
1
5
0
U
P
V
C
1
5
200 UPVC 10
3
0
0
D
IC
L
0
9
1
5
0
U
P
V
C
1
0
8
375 DICL 08 GWRC
3
7
5
D
I
C
L
0
8
G
W
R
C
1
5
0
U
P
V
C
1
0
1
0
0
M
P
V
C
1
3
50 P
E
80B
08
A
O
T
E
A
D
R
A
O
T
E
A
D
R
150 U
P
V
C
08
8
1
5
0
U
P
V
C
0
7
20
26
10
21
40
BDY
NRV
2
0
0
U
P
V
C
0
6
1
5
0
U
P
V
C
0
6
39
BDY
KAHURANGI HEIGHTS
PUMP STATION
3
0
0
D
I
C
L
0
4
G
W
R
C
3
0
0
C
I
5
6
G
W
R
C
5
0
P
E
8
0
B
0
6
1
5
0
U
P
V
C
0
6
1
5
0
U
P
V
C
0
6
SCOUR
J
O
H
N
B
U
R
K
E
D
R
SCOUR
SCOUR
W
A
I
T
A
R
I
A
T
C
E
W
A
I
T
A
R
I
A
T
C
E
SCOUR
SCOUR
39
SCOUR
SCOUR
SCOUR
46
54
Q
U
E
E
N
C
H
A
R
L
O
T
T
E
D
R
SCOUR
150 M
PV
C 13
JO
HN
B
UR
KE
D
R
J
O
H
N
B
U
R
K
E
D
R
89
12
2
14
1
5
0
U
P
V
C
0
6
3
16
T
E
P
U
I
A
D
R
5
0
P
E
8
0
B
0
5
1
5
0
U
P
V
C
0
4
1
5
0
U
P
V
C
0
4
2
5
0
U
P
V
C
0
4
3
0
0
D
I
C
L
0
4
E
S
K
D
A
L
E
R
D
W
H
I
T
F
O
R
D
B
R
O
W
N
A
V
E
150 A
C
82
200 A
C
69
50 A
C
69
1
0
0
A
C
7
0
300 AC 69
300 STCL 68
GWRC
300 DICL 04
GWRC
3
0
0
C
I
5
6
G
W
R
C
W
AR
SP
ITE
AV
E
W
A
R
S
P
IT
E
A
V
E
1
5
0
A
C
6
6
300 AC 69
375 AC 69
375 AC 65
3
7
5
C
I 5
6
G
W
R
C
SCOUR
W
E
S
T
M
E
A
T
H
S
T
3
7
5
S
T
C
L
6
5
375 AC 65
SCOUR
SCOUR
150 AC 72
150 A
C 72
1
5
0
A
C
7
2
W
A
R
S
P
IT
E
A
V
E
150 A
C 6
5
1
0
0
A
C
6
5
1
0
0
A
C
6
5
1
0
0
A
C
6
5
201
3
7
5
S
T
C
L
6
5
300 STCL 65
C
O
R
IN
N
A
S
T
157
5
0
P
E
8
O
B
0
2
158
180
SCOUR
1
5
0
A
C
6
5
1
0
0
A
C
6
5
1
0
0
A
C
6
5
KO
KIR
I C
R
ES
1
0
0
A
C
6
5
5
0
A
C
6
5
1
5
0
U
P
V
C
0
0
1
0
0
A
C
6
5
1
0
0
A
C
6
5
W
A
IH
O
R
A
C
R
E
S
A
R
A
H
U
R
A
C
R
E
S
SCOUR TO
3
0
0
S
T
C
L
6
4
5
0
P
E
8
0
B
1
0
2
0
0
A
C
6
5
225 AC 65
50 AC 64
1
5
0
A
C
6
5
1
5
0
A
C
6
4C
AS
TO
R
C
R
ES
C
A
S
T
O
R
C
R
E
S
1
5
0
A
C
6
4
1
0
0
A
C
6
4
5
0
A
C
6
4
M
I
R
A
N
D
A
S
T
1
5
0
A
C
6
4
5
0
P
E
8
0
B
9
0
1
0
0
A
C
6
3
5
0
P
E
8
0
B
9
0
1
0
0
A
C
6
9
1
5
0
A
C
6
3
5
0
P
E
8
0
B
9
1
100 A
C 6
4
1
0
0
A
C
6
4
69
1
5
0
M
P
V
C
1
3
1
5
0
A
C
6
4
5
0
A
C
6
4
1
0
0
M
P
V
C
1
3
2
0
0
A
C
6
4
3
0
0
S
T
C
L
6
4
57
69
1
0
0
O
P
V
C
1
0
D
R
IV
E
R
C
R
E
S
5
0
P
E
8
0
B
1
0
50 P
E80B
10
1
0
0
A
C
6
3
5
0
P
E
8
0
B
9
0
28
A
S
T
R
O
L
A
B
E
S
T
1
0
0
O
P
V
C
1
0
5
0
P
E
8
0
B
9
0
1
0
0
A
C
6
3
1
0
0
A
C
6
3
1
5
0
A
C
7
1
2
0
0
O
P
V
C
1
2
W
A
R
S
P
I
T
E
A
V
E
C
H
A
M
P
IO
N
S
T
5
0
P
E
8
0
B
9
2
B
E
D
F
O
R
D
S
T
B
E
D
F
O
R
D
S
T
1
5
0
U
P
V
C
0
0
1
0
0
A
C
6
1
100 AC 6
1
150 U
PV
C 00
B
E
D
F
O
R
D
S
T
1
5
0
U
P
V
C
9
5
16
5
0
P
E
8
0
B
9
2
1
5
0
P
E
1
0
0
9
2
BDY
BDY
BDY
25
1
0
0
U
P
V
C
9
9
1
5
0
U
P
V
C
9
5
H
A
M
P
S
H
I
R
E
S
T
M
U
N
G
A
V
I
N
A
V
E
1
0
0
M
P
V
C
1
2
5
0
A
C
6
5
1
5
0
O
P
V
C
1
0
1
5
0
A
C
6
5
12
18
S
IE
V
E
R
S
G
R
S
IE
V
E
R
S
G
R
S
IE
V
E
R
S
G
R
100 A
C 65
5
0
A
C
6
5
225 A
C 59
1
0
0
A
C
5
9
1
0
0
A
C
5
9
10
5
0
P
E
8
0
B
1
0
SCOUR
1
0
0
A
C
6
0
H
E
R
E
F
O
R
D
S
T
100 A
C
60
2
2
5
A
C
6
0
C
H
A
M
P
I
O
N
S
T
1
0
0
O
P
V
C
1
0
1
0
0
O
P
V
C
1
0
5
0
P
E
8
0
B
9
7
1
0
0
A
C
5
1
1
0
0
A
C
6
1
BDY
G
E
A
R
T
C
E
1
0
0
P
E
1
0
0
9
1
1
0
0
A
C
6
1
1
0
0
P
E
1
0
0
9
1
50 P
E80B
91
21
1
R
O
S
E
S
T
1
0
0
A
C
5
1
2
2
5
A
C
5
9
SCOUR
G
E
A
R
T
C
E
M
U
N
G
A
V
I
N
A
V
E
1
0
0
A
C
5
4
1
5
0
A
C
5
4
SCOUR
1
0
0
A
C
6
7
C
H
A
M
P
I
O
N
S
T
2
2
5
A
C
5
6
2
2
5
A
C
5
8
2
2
5
A
C
5
6
22
150 OPVC 12
300 STCL 12
1
5
0
A
C
5
4
M
C
K
I
L
L
O
P
S
T
M
C
K
I
L
L
O
P
S
T
M
U
N
G
A
V
I
N
A
V
E
1
0
0
A
C
5
1
1
5
0
A
C
5
1
M
A
R
T
I
N
S
T
100 A
C 51
76
71
A
R
A
W
H
A
T
A
S
T
ER
NE
ST
S
T
ERNEST ST
PUMP STATION
1
0
0
A
C
6
6
1
5
0
A
C
6
6
BDY
36
1
0
0
A
C
7
6
2
0
0
A
C
7
6
A
W
A
T
E
A
S
T
37
12
2
5
0
A
C
5
9
A
R
A
W
H
A
T
A
S
T
H
U
A
N
U
I S
T
ST
AT
E H
IG
HW
AY
1
SCOUR
7
1
0
0
A
C
5
9
23
28
M
U
N
G
A
V
IN
A
V
E
TITAHI BAY RD
61
0
0
C
I 5
2
3
2
P
E
8
0
B
0
7
300 STCL 07
METER
3
7
5
D
I
C
L
1
6
300 MPVC 12
400 P
E100 16
150 MPVC 17
SCOUR
J
O
H
N
B
U
R
K
E
D
R
1
5
0
M
P
V
C
1
7
124
109
121
123
143
S.H
. 1
300 S
T
C
L 96
3
0
0
S
T
C
L
9
4
(
O
N
B
R
I
D
G
E
)
S.H
.1
S
.
H
.
1
1
5
0
A
C
6
4
89
150 UPVC 04
SHUT
SHUT
1
5
0
A
C
6
3
1
5
0
A
C
6
3
1
5
0
S
T
C
L
9
7
5
0
C
U
6
4
150 A
C 63
1
5
0
A
C
6
3
150 AC 63
1
5
0
P
E
1
0
0
9
1
1
5
0
U
P
V
C
9
1
1
5
0
A
C
6
3
1
5
0
U
P
V
C
9
7
LY
TT
ELT
ON
A
VE
4
KE
NE
PU
RU
D
R
TIT
AH
I BA
Y R
D
250 C
IP-S
P 1
4
250 P
E100 14
100 A
C 58
1
5
0
A
C
5
8
35
43
1
5
0
A
C
7
3
1
0
0
A
C
7
3
59
150 A
C 74
1
5
0
A
C
5
8
K
E
N
E
P
U
R
U
D
R
R
A
I
H
A
S
T
1
5
0
U
P
V
C
0
9
150 U
P
V
C
09
1
5
0
U
P
V
C
0
9
9
M
A
I
N
R
D
1
0
0
U
P
V
C
0
8
4
1
5
0
A
C
6
9
BDY
1
5
0
A
C
7
8
2
0
0
A
C
7
8
PRV
SCOUR
1
5
0
A
C
7
8
2
0
0
A
C
7
8
BDY
BROKEN HILL
PUMP STATION
6
5
2
0
0
A
C
7
8
1
5
0
U
P
V
C
0
9
2
0
0
A
C
7
8
2
0
0
A
C
7
8
RESERVOIR
YEAR = 1981
CAP. = 1500 m3
TWL = 169.0 m
BWL = 164.3 m
BROKEN HILL
B
E
A
T
T
I
E
C
L
R
A
I
H
A
S
T
150 A
C
78
41
SCOUR
SCOUR
1
5
0
S
T
C
L
7
4
1
5
0
S
T
C
L
7
4
1
5
0
S
T
C
L
7
4
1
5
0
S
T
C
L
7
4
1
5
0
S
T
C
L
7
4
1
0
0
S
T
C
L
7
4
1
5
0
S
T
C
L
0
2
2
0
0
S
T
C
L
7
4
2
0
0
U
P
V
C
1
1
2
0
0
S
T
C
L
7
4
1
0
0
S
T
C
L
7
4
1
5
0
A
C
7
4
1
5
0
A
C
6
3
SHUT
26
25
1
5
0
A
C
5
8
1
5
0
A
C
5
8
KO
TU
KU
ST
1
5
0
A
C
5
8
R
A
IH
A
S
T
4
11
10
21
150 A
C 78
1
5
0
A
C
5
8
1
0
0
U
P
V
C
1
0
1
0
0
U
P
V
C
1
0
SHUT
1
0
0
A
C
5
8
W
A
IH
O
T
C
E
1
0
0
U
P
V
C
0
9
100 U
PV
C 09
SHUT
1
0
0
A
C
8
1
1
0
0
A
C
5
8
PRV
ELEV = 3 m
U/S = 95 m
D/S = 86 m
1
0
0
A
C
5
8
PRV
ELEV = 3 m
U/S = 96 m
D/S = 75 m
SCOUR
1
0
0
A
C
6
3
T
IT
A
H
I B
A
Y
R
D
PRV
ELEV = 3 m
U/S = 99 m
D/S = 79 m
BDY
PRV
ELEV = 5 m
U/S = 60 m
D/S = 40 m
150 A
C 8
0
150 A
C 80
T
IT
A
H
I B
A
Y
R
D
1
5
0
A
C
8
0
W
I N
E
E
R
A
D
R
1
5
0
A
C
8
0
PRV
ELEV = 3
U/S = 96 m
D/S = 80 m
100 A
C
67
PRV
ELEV = 4
U/S = 95 m
D/S = 90 m
PRV
ELEV = 3
U/S = 96 m
D/S = 64 m
50 AC 73
SHUT
150 AC 67
2
0
0
A
C
6
8
1
0
0
U
P
V
C
1
1
200 A
C 68
A
W
A
R
U
A
S
T
NG
AT
IT
OA
S
T
SCOUR
2
2
5
A
C
6
3
2
2
5
A
C
6
3
WHANGA CRES
PUMP STATION
1
0
0
A
C
5
4
100 A
C 54
P
IK
O
S
T
3
2
0
0
U
P
V
C
1
2
225 UPVC 12
T
E
P
U
K
E
S
T
BDY
14
P
I
K
A
R
E
R
E
S
T
V
I
E
W
R
D
RESERVOIR
YEAR = 1975
CAP. = 700 m3
TWL = 139.9 m
BWL = 136.1m
PIKARERE ST
RESERVOIR
YEAR = 1956
CAP. = 1110 m3
TWL = 91.0 m
BWL = 86.6 m
TUNA TCE
2
2
5
A
C
5
6
PIKARERE ST
PUMP STATION
1
5
0
A
C
5
6
P
I
K
A
R
E
R
E
S
T
50 U
PV
C 7
9
PORIRUA WASTEWATER
TREATMENT PLANT
100 P
E
100 89
2
2
5
A
C
5
4
P
I
K
O
S
T
2
2
5
A
C
5
4
1
5
0
A
C
5
4
T
E
P
E
N
E
A
V
E
T
I
T
A
H
I
B
A
Y
R
D
SHUT
1
5
0
A
C
5
4
1
0
0
A
C
5
4
100 A
C
54
1
0
0
A
C
5
9
100 AC 59
ONEPOTO RD
M
A
I
N
R
D
T
I
T
A
H
I
B
A
Y
R
D
W
AIU
TA
S
T
W
A
I
U
T
A
S
T
1
0
0
A
C
5
4
2
2
5
A
C
5
4
100 A
C 59
1
0
0
A
C
5
9
1
5
0
A
C
5
9
T
I
R
E
T
I
R
D
38
A
V
E
1
5
0
A
C
5
9
1
5
0
A
C
5
9
1
0
0
A
C
5
4
1
0
0
A
C
5
4
100 A
C 54
1
0
0
S
T
C
L
5
4
MA
TA
TIR
O S
T
M
A
T
A
T
I
R
O
S
T
2
2
5
A
C
5
4
1
0
0
S
T
C
L
5
9
M
A
I
N
R
D
1
0
0
A
C
5
1
2
5
0
P
E
1
0
0
1
5
D
I
M
O
C
K
S
T
RESERVOIR
YEAR = 1956
CAP. = 1100 m3
TWL = 90.0 m
BWL = 85.6 m
GLOAMING HILL
1
0
0
A
C
6
9
G
L
O
A
M
I
N
G
H
I
L
L
BDY
C
L
I
P
P
E
R
S
T
1
0
0
A
C
7
7
BDY
5
0
A
C
6
9
G
L
O
A
M
I
N
G
H
I
L
L
13
1
5
0
A
C
6
8
5
0
A
C
6
8
BDY
BDY
1
0
0
A
C
6
8
C
H
A
F
F
E
Y
C
R
E
S
9
BDY
26
200 UPVC 03
100 M
PV
C 12
60
131
50 A
C 68
16
34
SCOUR
1
0
0
A
C
6
8
16
13
29
1
0
0
A
C
7
8
D
O
W
N
E
S
S
T
1
0
0
A
C
5
1
47
M
METER
1
0
0
A
C
5
1
J
I
L
L
E
T
T
S
T
250 PE100 15
250 PE100 15
50 A
C
64
150 AC 62
M
O
R
E
R
E
S
T
63
100 A
C 51
100 PE100 15
D
IM
O
C
K
S
T
D
IM
O
C
K
S
T
150 A
C
62
150 AC 62
O
W
H
IT
I S
T
1
0
0
A
C
6
2
1
5
0
A
C
6
2
H
E
R
E
W
IN
I S
T
K
A
P
I
T
I
C
R
E
S
1
0
0
A
C
5
1
1
0
0
A
C
5
9
1
5
0
A
C
5
9
150 A
C 59
1
5
0
A
C
5
9
21
1
0
0
A
C
5
9
1
0
0
A
C
5
9
R
IC
H
A
R
D
S
T
T
H
O
R
N
L
E
Y
S
T
100 UPVC 09
45
39
29
1
0
0
U
P
V
C
0
8
100 AC 59
28
38
29
40
W
H
A
N
A
K
E
S
T
1
0
0
A
C
5
9
100 A
C 59
L
A
M
B
L
E
Y
R
D
1
0
0
A
C
5
9
19
1
6
15
SCOUR
5
1
0
0
A
C
5
9
B
E
A
C
H
R
D
100 A
C 59
50 C
U 56
300 S
T
E
L 2004 G
W
R
C
150 S
S
90 G
W
R
C
300 STCL 80 GWRC
200 CICL 55 GWRC
200 CICL 55 GWRC
200 CICL 55 GWRC
300 STCL 80 GWRC
1
5
0
U
P
V
C
9
7
SCOUR
54
150 U
P
V
C
97
M
A
N
A
V
IE
W
R
D
100 A
C 6
6
100 A
C 66
128
SCOUR
PRV
11 KENEPURU DR
ELEV = 4 m
U/S = 97 m
D/S = 66 m
PRV
ELEV = 62 m
U/S = ?
D/S = ?
100 PE100 98
1
5
0
U
P
V
C
9
8
5
0
P
E
8
0
B
0
1
3
0
0
S
T
C
L
8
0
G
W
R
C
250 S
TC
L 7
6
200 CICL 55 GWRC
GW
RC
PRV (SHUT)
ELEV = ?
U/S = ?
D/S = ?
POPE ST
RESERVOIR
YEAR = 1956
CAP. = 1100 m3
TWL = 94.7 m
BWL = 90.2 m
(PLIMMERTON No. 1)
34
5
0
P
E
1
0
0
9
0
1
5
0
U
P
V
C
9
9
5
0
P
E
8
0
B
9
9
M
A
N
A
E
S
P
L
A
N
A
D
E
(
S
.
H
.
1
)
BDY
1
5
0
A
C
7
0
BDY
200 MPVC 05
SCOUR
RESERVOIR
YEAR = 1996
CAP. = 1550 m3
TWL = 94.3 m
BWL = 89.3 m
PLIMMERTON
BDY
BDY
BDY
150 MPVC 04
1
0
0
A
C
7
5
G
R
A
Y
S
R
D
PO
PE
ST
P
O
P
E
S
T
P
O
P
E
S
T
4
1
5
0
U
P
V
C
0
5
7
1
23
M
O
S
T
MO ST PUMP
STATION
BDY
5
0
P
E
8
0
B
0
5
29
G
R
A
Y
S
R
D
1
0
0
A
C
6
2
10
1
0
0
U
P
V
C
1
7
1
0
0
U
P
V
C
1
7
5
0
P
E
8
0
B
1
7
5
0
P
E
8
0
B
1
7
5
0
P
E
8
0
B
1
7
1
0
0
U
P
V
C
1
7
2
0
0
U
P
V
C
1
7
S
H
E
A
R
W
A
T
E
R
L
N
M
O
O
R
IN
G
S
C
L
5
0
P
E
8
0
B
1
7
4
0
0
P
E
1
0
0
1
7
1
5
O
M
P
V
C
1
8
5
0
P
E
8
0
B
1
8
1
5
0
M
P
V
C
1
8
1
5
0
M
P
V
C
1
8
1
5
0
M
P
V
C
1
8
5
0
P
E
8
0
B
1
8
1
5
0
P
E
1
0
0
1
8
O
P
A
O
A
W
A
Y
R
O
T
O
R
U
A
G
R
Q
U
E
E
N
C
H
A
R
L
O
T
T
E
D
R
Q
U
E
E
N
C
H
A
R
L
O
T
T
E
D
R
150 M
PV
C 18
PRV
ELEV = 66 m
U/S = 90 m
D/S = 75 m
C
H
A
R
LO
TT
E
D
R
1
5
0
U
P
V
C
9
8
S
T
A
N
D
R
E
W
S
R
D
(
S
.
H
.
1
)
1
5
0
P
E
1
0
0
8
6
G
R
A
Y
S
R
D
BDY
150 A
C
78
1
0
0
A
C
5
7
3
0
0
S
T
C
L
8
0
G
W
R
C
150 UPVC 98
1
5
0
A
C
7
8
2
0
0
D
I
C
L
0
3
G
W
R
C
SCOUR
150 AC 78
1
5
0
U
P
V
C
0
4
5
0
P
E
8
0
B
0
4
SCOURS
SCOUR
NORTHPOINT ST
1
5
0
U
P
V
C
0
4
2
0
0
A
C
5
6
SCOUR
S
U
N
S
E
T
P
D
E
2
0
0
S
T
C
L
1
2
G
W
R
C
2
0
0
D
I
C
L
9
5
G
W
R
C
1
5
0
U
P
V
C
9
4
1
5
0
P
E
1
0
0
8
7
1
5
0
O
P
V
C
0
9
1
5
0
O
P
V
C
0
9
2
0
0
D
IC
L
9
5
G
W
R
C
7
25
1
0
0
A
C
7
4
2
0
0
D
I
C
L
9
5
G
W
R
C
1
5
0
O
P
V
C
0
9
41
M
O
T
U
H
A
R
A
R
D
M
O
T
U
H
A
R
A
R
D
M
O
A
N
A
R
D
1
5
0
U
P
V
C
9
4
SCOUR
A
I
R
L
I
E
R
D
C
L
U
N
Y
R
D
2
0
0
A
C
5
6
2
0
0
A
C
5
6
M
O
T
U
H
A
R
A
R
D
M
O
T
U
H
A
R
A
R
D
1
5
0
O
P
V
C
0
9
SCOUR
2
5
0
D
I
C
L
9
6
5
0
P
E
8
0
B
0
9
SCOUR
100 A
C 74
T
H
E
T
R
A
C
K
2
5
0
D
I
C
L
9
6
50 P
E80B
87
THE TRACK
PUMP STATION
THE TRACK PUMP
STATION (PLIMMERTON
RESERVOIR)
5
0
P
E
8
0
B
8
7
20
C
L
U
N
Y
R
D
SCOUR
48
73
AIR
LIE
R
D
A
I
R
L
I
E
R
D
A
I
R
L
I
E
R
D
SCOUR
G
O
R
D
O
N
R
D
1
0
0
M
P
V
C
0
8
M
O
A
N
A
R
D
85
M
O
A
N
A
R
D
1
0
0
M
P
V
C
0
8
18
10
2
5
0
S
T
C
L
8
0
G
W
R
C
3
0
0
S
T
C
L
8
0
G
W
R
C
2
5
0
S
T
C
L
8
0
G
W
R
C
2
5
0
S
T
C
L
8
0
G
W
R
C
S
.
H
.
1
RESERVOIR (PVTE)
AIRLIE RD CREMATORIUM
RESERVOIR
YEAR = 1980
CAP. = 2300 m3
TWL = 131.5 m
BWL = 129.4 m
PUKERUA BAY
PRV
2
5
0
S
T
C
L
0
1
G
W
R
C
2
5
0
S
T
C
L
8
0
G
W
R
C
S
.
H
.
1
S
.
H
.
1
2
5
0
S
T
C
L
8
0
G
W
R
C
300 AC 80
3
0
0
A
C
8
0
R
A
W
H
I
T
I
R
D
1
0
0
A
C
8
0
114
T
E
IH
A
N
A
R
D
2
0
0
U
P
V
C
8
1
7
1
5
0
U
P
V
C
8
1
1
5
0
U
P
V
C
8
1
17
50 PE80B 10
50 PE80B 00
1
0
0
A
C
8
3
BDY
PRV
ELEV = 4 m
U/S = 80 m
D/S = 50 m
5
0
P
E
1
0
0
8
3
PRV
1
BDY
PRV
ELEV = 51 m
U/S = 78 m
D/S = 35 m
100 AC 83
P
U
K
E
R
U
A
B
E
A
C
H
R
D
S
.
H
.
1
T
E
A
R
A
R
D
1
5
0
A
C
8
3
11
4
S
.
H
.
1
150 STCL 77
UNDER RAILWAY
108
95 D
97 B
55
122
17
36
5
0
P
E
8
0
B
9
9
6
12
M
U
R
I R
D
M
U
R
I
R
D
S
.
H
.
1
1
0
0
A
C
8
3
1
5
0
A
C
8
3
13
S
.
H
.
1
225 STCL 77
UNDER RAILWAY
2
G
R
A
Y
S
T
MU
RI R
D
S
.H
. 1
4
25
27
16
1
0
0
O
P
V
C
0
9
SHUT
PRV
ELEV = 3 m
U/S = 95 m
D/S = 75 m
PRV
ELEV = 3 m
U/S = 97 m
D/S = 82 m
R
A
N
G
I
T
U
H
I
C
R
E
S
1
5
0
A
C
6
8
5
0
A
C
6
8
1
5
0
A
C
6
8
5
0
A
C
6
8
R
A
N
G
I
T
U
H
I
C
R
E
S
3
0
0
S
T
C
L
5
6
G
W
R
C
SHUT
3
7
5
C
I
5
6
G
W
R
C
4
5
0
S
T
C
L
7
1
G
W
R
C
3
7
5
C
I
7
0
G
W
R
C
4
5
0
S
T
C
L
7
1
G
W
R
C
4
5
0
S
T
C
L
7
1
G
W
R
C
3
7
5
C
I 5
6
G
W
R
C
3
7
5
C
I
7
0
G
W
R
C
3
7
5
C
I
7
0
G
W
R
C
2
0
0
D
I
C
L
9
0
G
W
R
C
500m0
500m0
500m0
500m0
500m0
500m0
500m0
500m0
500m0
500m0
500m0
500m0
STEMHEAD LN
PUMP STATION
SHUT
TITAHI BAY
TITAHI BAY
TITAHI BAY
TAKAPUWAHIA
ELSDON
KENEPURU
KENEPURU
RANUI
RANUI
RANUI
WAITANGIRUA
WAITANGIRUA
CANNONS
CREEK
CANNONS
CREEK
CANNONS
CREEK
CANNONS
CREEK
AOTEA
AOTEA
AOTEA
AOTEA
PAPAKOWHAI
ASCOT
PARK
ASCOT
PARK
ASCOT
PARK
PAREMATA
WHITBY
WHITBY
WHITBY
WHITBY
WHITBY
WHITBY
WHITBY
WHITBY
WHITBY
WHITBY
PAUATAHANUI
PAREMATA
CAMBORNE
PLIMMERTON
PLIMMERTON
PLIMMERTON
PUKERUA BAY
PUKERUA BAY
PUKERUA BAY
TAKAPUWAHIA
TITAHI BAY
KINDERGARTEN
TITAHI BAY
NORTH SCHOOL
ST PIUS X
SCHOOL
TITAHI BAY
SCHOLL &
PLAYCENTRE
TITAHI BAY
INTERMEDIATE
NGATI TOA
SCHOOL
MAHINAWA
SPEIALIST
SCHOOL
MANA COLLEGE
PORIRUA
SCHOOL
AOTEA
COLLEGE
RANGIKURA
SCHOOL
O
M
A
P
E
R
E
S
T
TAIRANGI
SCHOOL
TE KURA MAORI O PORIRUA
SCHOOL
POSTGATE
SCHOOL
DISCOVERY
SCHOOL
ADVENTURE
SCHOOL
PAUATAHANUI
SCHOOL
VIARD
COLLEGE
PORIRUA EAST
SCHOOL
WINDLEY
SCHOOL
HOLY FAMILY
SCHOOL
CANNONS
CREEK
SCHOOL
GLENVIEW
SCHOOL
BRANDON
INTERMEDIATE
PORIRUA
COLLEGE
MARAEROA
SCHOOL
RUSSELL
SCHOOL
CORINA
SCHOOL
PAPAKOWHAI
SCHOOL
PAREMATA
SCHOOL
ST THERESA'S
SCHOOL
PLIMMERTON
SCHOOL
M
METER
NATONE PARK
SCHOOL
PUKERUA BAY
SCHOOL
KENEPURU
HOSPITAL
KENEPURU
HOSPITAL
KEMP HOME
& HOSPITAL
M
M
METER
M
METER
S.H
.1
M
METER
SHUT
BDY
BDY
BDY
M
FUTURE DMA METER
1
5
0
D
I
C
L
0
8
G
W
R
C
3
0
0
S
T
C
L
8
0
G
W
R
C
300 STCL 80 GWRC
200 DICL 96 GWRC
375 DICL 13 GWRC
3
0
0
S
T
C
L
7
7
G
W
R
C
375 DICL 13
GWRC
HE
RIO
T D
R
150 A
C 74
5
0
A
C
6
5
KU
RA
ST
BDY
SHUT
BDY
BDY
PRV (SHUT)
ELEV = 59 m
U/S = 72 m
D/S = 10 m
SHUT
SCOUR
K
E
N
E
P
U
R
U
D
R
500m0
13
1
0
0
P
E
1
0
0
1
8
1
0
0
P
E
1
0
0
1
8
5
0
P
E
1
0
0
1
8
5
0
P
E
1
0
0
1
8
1
5
0
P
E
1
0
0
1
8
5
0
P
E
1
0
0
1
8
1
0
0
P
E
1
0
0
1
8
1
0
0
P
E
1
0
0
1
8
1
0
0
P
E
1
0
0
1
8
5
0
P
E
1
0
0
1
8
S
C
H
O
O
N
E
R
D
R
W
E
A
T
H
E
R
D
E
C
K
C
L
Y
O
R
K
S
H
I
R
E
C
L
R
O
U
N
D
H
O
U
S
E
C
L
100 PE100 18
50 PE100 18
PUMP
STATION
SCOUR
22
16
SCOUR
SCOUR
150 M
P
V
C
18
5
0
P
E
1
0
0
1
8
5
0
P
E
1
0
0
1
8
5
0
P
E
1
0
0
1
8
1
5
0
M
P
V
C
1
8
D
E
S
E
R
T
G
O
L
D
S
T
W
A
R
S
P
IT
E
A
V
E
1
0
0
M
P
V
C
1
8
POLYVINYL CHLORIDE
ABBREVIATIONS
AC ASBESTOS CEMENT
CI CAST IRON
CICL CAST IRON CONCRETE LINED
CIEL CAST IRON EPOXY LINED
CIT CAST IRON CONCRETE (TATE) LINED
CU COPPER
DICL DUCTILE IRON CONCRETE LINED
ET ETERNIT (AC)
EV EVERITE (AC)
FIB FIBROLITE (AC)
FF FIRE FIGHTING
FS FIRE SERVICE
GI GALVANISED IRON
HDPE HIGH DENSITY POLYETHYLENE (PE80c)
IT ITALLITE (AC)
LDB LEAK DETECTION BAR
NV NOT VISIBLE
OPVC ORIENTATED
PE POLYETHYLENE
PE80B MEDIUM DENSITY POLYETHYLENE
PE100 HIGH DENSITY POLYETHYLENE
PVC POLYVINYL CHLORIDE
ST STEEL
MPVC MODIFIED POLYVINYL CHLORIDE
UPVC UNPLASTICISED POLYVINYL CHLORIDE
SS STAINLESS STEEL
STEL STEEL EPOXY LINED
STCL STEEL CONCRETE LINED
PVTE PRIVATE WATER MAIN
WATER MAIN EXAMPLE
100 UPVC 97 = (NOM. INTERNAL DIA.) (MATERIAL) (YEAR LAID)
LEGEND
SYMBOL DESCRIPTION ABBREVIATION
AIR VALVES - SINGLE / DOUBLE AV / SAV / DAV
FIRE HYDRANT
FIRE HYDRANT (NON FIRE FIGHTING) NFF
MANHOLE MH
NON RETURN VALVE NRV
PRESSURE REDUCING VALVE PRV
PRESSURE ZONE BOUNDARY
VALVE BDY
SCOUR VALVE SCOUR
SHUT VALVE SHUT
SLUICE VALVE / GATE VALVE
STRAINER
WATER METER
A
PORIRUA'S WATER NETWORK
AS AT 6 JULY 2020
TONY JAEGERS
NOTE: PRIVATE WATER MAINS AND FITTINGS ARE NOT SHOWN UNLESS ABBREVIATED BY PVTE.
DISCLAIMER:
PORIRUA CITY COUNCIL AND WELLINGTON
WATER LIMITED DO NOT ACCEPT ANY LIABILITY
FOR THE ACCURACY AND COMPLETENESS OF
THE DATA ON THIS DRAWING.
M
S
SCOUR
SCOUR
SCOUR
SCOUR
ABANDONED PRV
SCOURS
SCOUR
SCOUR
SCOURS
9
10
S
A
M
W
E
L
L
D
R
E
S
K
D
A
L
E
R
D
SHUT
SHUT
SHUT
NRV
SHUT
SW PIPE ?
50 A
C 64
NV
BDY
M
METER
SV IN METER
CHAMBER
PRV
LEVEL = 55.0 m
U/S = ?
D/S = ?
PRV
LEVEL = 59.0 m
U/S = ?
D/S = 36.5 m
NRV
SCOUR
IN MH
A
AV
4
0
0
P
E
1
0
0
1
9
5
0
P
E
8
0
B
1
9
1
5
0
U
P
V
C
1
9
5
0
P
E
8
0
B
1
9
5
0
P
E
8
0
B
1
9
1
5
0
U
P
V
C
1
9
SCOURS
Q
U
E
E
N
C
H
A
R
L
O
T
T
E
D
R
SCOUR
POPE ST
PUMP
STATION
