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Appendix 2.5.1-A
Geophysical Cross Sections
(3 pages)
2.5.1-A-2 Revision 1
Victoria County StationESP Application
Part 2 — Site Safety Analysis Report
Appendix 2.5.1-A Geophysical Cross Section A-A’
SP
R O
hm0.
0050
.00
LON
Ohm
M.
0.00
50.0
0
SH
N O
hm M
.0.
0050
.00
NG
AM
AP
I Cs.
0.00
100.
00
SP
Mill
ivol
t-1
00.0
030
0.00
CG
A1
AP
I Cs.
0.00
100.
00
CA
LP I
nch
2.00
22.0
0C
GA
2 A
PI C
s.0.
0010
0.00
CA
L2 I
nch
2.00
22.0
0
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
60.0
0
70.0
0
80.0
0
90.0
0
100.
00
110.
00
120.
00
130.
00
140.
00
150.
00
160.
00
170.
00
180.
00
190.
00
200.
00
210.
00
220.
00
230.
00
240.
00
250.
00
260.
00
270.
00
280.
00
290.
00
300.
00
310.
00
320.
00
330.
00
340.
00
350.
00
360.
00
370.
00
380.
00
390.
00
400.
00
410.
00
420.
00
430.
00
440.
00
450.
00
460.
00
470.
00
480.
00
490.
00
500.
00
510.
00
520.
00
530.
00
540.
00
550.
00
560.
00
570.
00
580.
00
590.
00
SP
R O
hm0.
0050
.00
LON
Ohm
M.
0.00
50.0
0
SH
N O
hm M
.0.
0050
.00
NG
AM
AP
I Cs.
0.00
100.
00
SP
Mill
ivol
t-1
00.0
030
0.00
CG
A1
AP
I Cs.
0.00
100.
00
CA
LP I
nch
2.00
22.0
0C
GA
2 A
PI C
s.0.
0010
0.00
CA
L2 I
nch
2.00
22.0
0
CA
LP I
nch
2.00
22.0
0
SH
N O
hm M
.0.
0050
.00
LON
Ohm
M.
0.00
50.0
0
SP
R O
hm0.
0050
.00
NG
AM
AP
I Cs.
0.00
100.
00
SP
Mill
ivol
t0.
0020
0.00
CG
AM
AP
I Cs.
0.00
100.
00
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
60.0
0
70.0
0
80.0
0
90.0
0
100.
00
110.
00
120.
00
130.
00
140.
00
150.
00
160.
00
170.
00
180.
00
190.
00
200.
00
CA
LP I
nch
2.00
22.0
0
SH
N O
hm M
.0.
0050
.00
LON
Ohm
M.
0.00
50.0
0
SP
R O
hm0.
0050
.00
NG
AM
AP
I Cs.
0.00
100.
00
SP
Mill
ivol
t0.
0020
0.00
CG
AM
AP
I Cs.
0.00
100.
00
CA
LP I
nch
2.00
22.0
0
SH
N O
hm M
.0.
0050
.00
LON
Ohm
M.
0.00
60.0
0
SP
R O
hm0.
0060
.00
NG
AM
AP
I Cs.
0.00
100.
00
SP
Mill
ivol
t0.
0015
0.00
CG
AM
AP
I Cs.
0.00
100.
00
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
60.0
0
70.0
0
80.0
0
90.0
0
100.
00
110.
00
120.
00
130.
00
140.
00
150.
00
160.
00
170.
00
180.
00
190.
00
200.
00
210.
00
220.
00
230.
00
240.
00
250.
00
260.
00
270.
00
280.
00
290.
00
300.
00
310.
00
320.
00
330.
00
340.
00
350.
00
360.
00
370.
00
380.
00
390.
00
400.
00
410.
00
420.
00
430.
00
440.
00
450.
00
460.
00
470.
00
480.
00
490.
00
500.
00
510.
00
520.
00
530.
00
540.
00
550.
00
560.
00
570.
00
580.
00
590.
00
600.
00
610.
00
CA
LP I
nch
2.00
22.0
0N
GA
M A
PI C
s.0.
0010
0.00
CA
LP I
nch
2.00
22.0
0
SH
N O
hm M
.0.
0050
.00
LON
Ohm
M.
0.00
60.0
0
SP
R O
hm0.
0060
.00
NG
AM
AP
I Cs.
0.00
100.
00
SP
Mill
ivol
t0.
0015
0.00
CG
AM
AP
I Cs.
0.00
100.
00
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
60.0
0
70.0
0
80.0
0
90.0
0
100.
00
110.
00
120.
00
130.
00
140.
00
150.
00
160.
00
170.
00
180.
00
190.
00
200.
00
CA
LP I
nch
2.00
22.0
0
SH
N O
hm M
.0.
0050
.00
LON
Ohm
M.
0.00
60.0
0
SP
R O
hm0.
0060
.00
NG
AM
AP
I Cs.
0.00
100.
00
SP
Mill
ivol
t0.
0015
0.00
CG
AM
AP
I Cs.
0.00
100.
00
Cor
rela
tion
Line
Cor
rela
tion
Line
2.5.1-A-3 Revision 1
Victoria County StationESP Application
Part 2 — Site Safety Analysis Report
Appendix 2.5.1-A Geophysical Cross Section B-B’
CA
LP
In
ch2
.00
22
.00
SH
N
Oh
m M
.0
.00
10
0.0
0
LO
N
Oh
m M
.0
.00
10
0.0
0
SP
R
Oh
m0
.00
10
0.0
0
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
-10
0.0
01
00
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
10
.00
20
.00
30
.00
40
.00
50
.00
60
.00
70
.00
80
.00
90
.00
10
0.0
0
11
0.0
0
12
0.0
0
13
0.0
0
14
0.0
0
15
0.0
0
16
0.0
0
17
0.0
0
18
0.0
0
19
0.0
0
20
0.0
0
CA
LP
In
ch2
.00
22
.00
SH
N O
hm
M.
0.0
01
00
.00
LO
N O
hm
M.
0.0
01
00
.00
SP
R
Ohm
0.0
01
00
.00
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
-10
0.0
01
00
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
LO
N
Oh
m M
.0
.00
50
.00
SH
N
Oh
m M
.0
.00
50
.00
SP
M
illiv
olt
-10
0.0
03
00
.00
CG
A1
A
PI
Cs.
0.0
01
00
.00
CA
LP
In
ch2
.00
22
.00
CG
A2
A
PI
Cs.
0.0
01
00
.00
CA
L2
In
ch2
.00
22
.00
10
.00
20
.00
30
.00
40
.00
50
.00
60
.00
70
.00
80
.00
90
.00
10
0.0
0
11
0.0
0
12
0.0
0
13
0.0
0
14
0.0
0
15
0.0
0
16
0.0
0
17
0.0
0
18
0.0
0
19
0.0
0
20
0.0
0
21
0.0
0
22
0.0
0
23
0.0
0
24
0.0
0
25
0.0
0
26
0.0
0
27
0.0
0
28
0.0
0
29
0.0
0
30
0.0
0
31
0.0
0
32
0.0
0
33
0.0
0
34
0.0
0
35
0.0
0
36
0.0
0
37
0.0
0
38
0.0
0
39
0.0
0
40
0.0
0
41
0.0
0
42
0.0
0
43
0.0
0
44
0.0
0
45
0.0
0
46
0.0
0
47
0.0
0
48
0.0
0
49
0.0
0
50
0.0
0
51
0.0
0
52
0.0
0
53
0.0
0
54
0.0
0
55
0.0
0
56
0.0
0
57
0.0
0
58
0.0
0
59
0.0
0
SP
R O
hm
0.0
05
0.0
0
LO
N
Oh
m M
.0
.00
50
.00
SH
N
Oh
m M
.0
.00
50
.00
NG
AM
A
PI
Cs.
0.0
0100.0
0
SP
M
illiv
olt
-10
0.0
03
00
.00
CG
A1
A
PI
Cs.
0.0
01
00
.00
CA
LP
In
ch2
.00
22
.00
SH
N
Oh
m M
.0
.00
50
.00
LO
N
Oh
m M
.0
.00
60
.00
SP
R
Oh
m0
.00
60
.00
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
-10
0.0
02
50
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
10
.00
20
.00
30
.00
40
.00
50
.00
60
.00
70
.00
80
.00
90
.00
10
0.0
0
11
0.0
0
12
0.0
0
13
0.0
0
14
0.0
0
15
0.0
0
16
0.0
0
17
0.0
0
18
0.0
0
19
0.0
0
20
0.0
0
21
0.0
0
22
0.0
0
23
0.0
0
24
0.0
0
25
0.0
0
26
0.0
0
27
0.0
0
28
0.0
0
29
0.0
0
30
0.0
0
31
0.0
0
32
0.0
0
33
0.0
0
34
0.0
0
35
0.0
0
36
0.0
0
37
0.0
0
38
0.0
0
39
0.0
0
40
0.0
0
CA
LP
In
ch2
.00
22
.00
SH
N
Oh
m M
.0
.00
50
.00
LO
N
Oh
m M
.0
.00
60
.00
SP
R O
hm
0.0
06
0.0
0
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
-10
0.0
02
50
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
Corr
ela
tion
Lin
e
Corr
ela
tion
Lin
e
2.5.1-A-4 Revision 1
Victoria County StationESP Application
Part 2 — Site Safety Analysis Report
Appendix 2.5.1-A Geophysical Cross Section C-C’
CA
LP
In
ch2
.00
22
.00
SH
N
Oh
m M
.0.0
050.0
0
LO
N
Oh
m M
.0
.00
50
.00
SP
R
Oh
m0.0
050.0
0
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
0.0
02
00
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
10
.00
20
.00
30
.00
40
.00
50
.00
60
.00
70
.00
80
.00
90
.00
10
0.0
0
11
0.0
0
12
0.0
0
13
0.0
0
14
0.0
0
15
0.0
0
16
0.0
0
17
0.0
0
18
0.0
0
19
0.0
0
20
0.0
0
CA
LP
In
ch2
.00
22
.00
SH
N
Oh
m M
.0.0
050.0
0
LO
N
Oh
m M
.0
.00
50
.00
SP
R
Oh
m0
.00
50
.00
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
0.0
02
00
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
SH
N
Oh
m M
.-5
.00
60
.00
LO
N
Oh
m M
.0
.00
60
.00
SP
R O
hm
0.0
06
0.0
0
SP
M
illiv
olt
-25
0.0
00
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
0.0
0
10
.00
20
.00
30
.00
40
.00
50
.00
60
.00
70
.00
80
.00
90
.00
10
0.0
0
11
0.0
0
12
0.0
0
13
0.0
0
14
0.0
0
15
0.0
0
16
0.0
0
17
0.0
0
18
0.0
0
19
0.0
0
20
0.0
0
21
0.0
0
22
0.0
0
23
0.0
0
24
0.0
0
25
0.0
0
26
0.0
0
27
0.0
0
28
0.0
0
29
0.0
0
30
0.0
0
31
0.0
0
32
0.0
0
33
0.0
0
34
0.0
0
35
0.0
0
36
0.0
0
37
0.0
0
38
0.0
0
39
0.0
0
CA
LP
In
ch2
.00
22
.00
SH
N O
hm
M.
-5.0
06
0.0
0
LO
N
Oh
m M
.0
.00
60
.00
SP
R
Oh
m0
.00
60
.00
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
-25
0.0
00
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
CA
LP
In
ch2.0
022.0
0
SH
N
Oh
m M
.0
.00
50
.00
LO
N
Oh
m M
.0
.00
60
.00
SP
R
Oh
m0.0
060.0
0
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
0.0
01
50
.00
CG
AM
A
PI
Cs.
0.0
01
00
.00
10
.00
20
.00
30
.00
40
.00
50
.00
60
.00
70
.00
80
.00
90
.00
10
0.0
0
11
0.0
0
12
0.0
0
13
0.0
0
14
0.0
0
15
0.0
0
16
0.0
0
17
0.0
0
18
0.0
0
19
0.0
0
20
0.0
0
21
0.0
0
22
0.0
0
23
0.0
0
24
0.0
0
25
0.0
0
26
0.0
0
27
0.0
0
28
0.0
0
29
0.0
0
30
0.0
0
31
0.0
0
32
0.0
0
33
0.0
0
34
0.0
0
35
0.0
0
36
0.0
0
37
0.0
0
38
0.0
0
39
0.0
0
40
0.0
0
41
0.0
0
42
0.0
0
43
0.0
0
44
0.0
0
45
0.0
0
46
0.0
0
47
0.0
0
48
0.0
0
49
0.0
0
50
0.0
0
51
0.0
0
52
0.0
0
53
0.0
0
54
0.0
0
55
0.0
0
56
0.0
0
57
0.0
0
58
0.0
0
59
0.0
0
60
0.0
0
61
0.0
0
CA
LP
In
ch2
.00
22
.00
SH
N
Oh
m M
.0
.00
50
.00
NG
AM
A
PI
Cs.
0.0
01
00
.00
SP
M
illiv
olt
0.0
01
50
.00
Corr
ela
tion
Lin
e
Corr
ela
tion
Lin
e
