NC0002468_FINAL_CSA Sup 2_Tables_20160901

Ta
b
l
e
 1 ‐1:
 We
l
l
 Co
n
s
t
r
u
c
t
i
o
n
 In
f
o
r
m
a
t
i
o
n
Mo
n
i
t
o
r
i
n
g
We
l
l
 ID
‐
Mo
n
i
t
o
r
i
n
g
We
l
l
 Ty
p
e
‐
No
r
t
h
i
n
g
ft
Ea
s
t
i
n
g
ft
TO
C
El
e
v
a
t
i
o
n
ft
 bt
o
c
Ca
s
i
n
g
St
i
c
k
‐up
ft
Ca
s
i
n
g
Ty
p
e
Ca
s
i
n
g
Di
a
m
e
t
e
r
in
To
p
 of
Sc
r
e
e
n
ft
 bt
o
c
Bo
t
t
o
m
 of
Sc
r
e
e
n
ft
 bt
o
c
Total Depth ft  btocProgram
AB
‐10
D

D
e
e
p

9
9
8
,
2
4
2
.
1
0

1
,
7
9
0
,
1
5
1
.
2
9

5
3
9
.
4
2
‐0.
2
4

P
V
C

6
.
0
0

7
6
.
7
6

8
1
.
7
6

8
2
.
0
6

C
A
M
A
AB
‐10
S

S
h
a
l
l
o
w

9
9
8
,
2
3
6
.
2
5

1
,
7
9
0
,
1
6
2
.
1
4

5
3
9
.
4
4
‐0.
2
1

P
V
C

2
.
0
0

1
4
.
7
9

2
9
.
7
9

3
0
.
0
9

C
A
M
A
AB
‐10
S
L

S
h
a
l
l
o
w

9
9
8
,
2
3
9
.
0
0

1
,
7
9
0
,
1
5
6
.
7
1

5
3
9
.
4
2
‐0.
2
3

P
V
C

2
.
0
0

4
2
.
7
7

4
7
.
7
7

4
8
.
0
7

C
A
M
A
AB
‐25
B
R

B
e
d
r
o
c
k

9
9
7
,
1
1
5
.
8
4

1
,
7
8
9
,
3
4
7
.
5
3

5
4
2
.
9
0

3
.
4
7

P
V
C

6
.
0
0

1
4
7
.
4
7

1
5
2
.
4
7

1
5
2
.
7
7

C
A
M
A
AB
‐25
D

D
e
e
p

9
9
7
,
1
2
5
.
3
5

1
,
7
8
9
,
3
4
2
.
4
4

5
4
2
.
9
7

3
.
5
0

P
V
C

6
.
0
0

8
5
.
5
0

9
0
.
5
0

9
0
.
8
0

C
A
M
A
AB
‐25
S

S
h
a
l
l
o
w

9
9
7
,
1
2
0
.
6
5

1
,
7
8
9
,
3
4
5
.
1
3

5
4
2
.
8
7

3
.
5
0

P
V
C

2
.
0
0

3
3
.
5
0

4
8
.
5
0

4
8
.
8
0

C
A
M
A
AB
‐30
B
R

B
e
d
r
o
c
k

9
9
8
,
5
9
1
.
7
0

1
,
7
9
0
,
5
7
4
.
7
1

5
2
9
.
2
7
‐0.
3
6

P
V
C

6
.
0
0

1
0
8
.
6
4

1
1
3
.
6
4

1
1
3
.
9
4

C
A
M
A
AB
‐30
D

D
e
e
p

9
9
8
,
5
9
5
.
5
9

1
,
7
9
0
,
5
7
9
.
2
4

5
2
9
.
4
7
‐0.
2
0

P
V
C

6
.
0
0

5
3
.
8
0

5
8
.
8
0

5
9
.
1
0

C
A
M
A
AB
‐30
S

S
h
a
l
l
o
w

9
9
8
,
5
8
7
.
8
3

1
,
7
9
0
,
5
7
0
.
1
1

5
2
9
.
3
4
‐0.
3
3

P
V
C

2
.
0
0

1
4
.
6
7

2
9
.
6
7

2
9
.
9
7

C
A
M
A
AB
‐35
B
R

B
e
d
r
o
c
k

9
9
8
,
4
9
1
.
9
9

1
,
7
8
9
,
8
4
1
.
1
0

5
3
1
.
9
9

3
.
2
4

P
V
C

6
.
0
0

8
4
.
2
4

8
9
.
2
4

8
9
.
5
4

C
A
M
A
AB
‐5D

D
e
e
p

9
9
8
,
5
3
2
.
8
3

1
,
7
8
9
,
6
3
2
.
5
2

5
3
3
.
8
5
‐0.
5
4

P
V
C

6
.
0
0

3
3
.
4
6

3
8
.
4
6

3
8
.
7
6

C
A
M
A
AB
‐5S

S
h
a
l
l
o
w

9
9
8
,
5
2
7
.
3
1

1
,
7
8
9
,
6
2
9
.
9
3

5
3
4
.
0
0
‐0.
2
1

P
V
C

2
.
0
0

6
.
7
9

2
1
.
7
9

2
2
.
0
9

C
A
M
A
AS
‐10
D

D
e
e
p

1
,
0
0
0
,
0
8
8
.
7
2

1
,
7
8
9
,
1
0
5
.
3
4

5
9
1
.
8
4

2
.
9
5

P
V
C

6
.
0
0

4
0
.
9
5

4
5
.
9
5

4
6
.
2
5

C
A
M
A
AS
‐12
S

S
h
a
l
l
o
w

9
9
9
,
5
3
8
.
0
0

1
,
7
8
9
,
1
2
5
.
2
1

5
5
9
.
7
0

2
.
7
0

P
V
C

2
.
0
0

1
6
.
6
0

2
6
.
6
0

2
6
.
9
0

C
A
M
A
AS
‐2D

D
e
e
p

9
9
8
,
9
4
9
.
1
9

1
,
7
8
9
,
5
0
9
.
5
2

5
6
1
.
0
0

0
.
3
2

P
V
C

6
.
0
0

5
3
.
3
2

5
8
.
3
2

5
8
.
6
2

C
A
M
A
AS
‐4D

D
e
e
p

9
9
9
,
3
4
9
.
0
9

1
,
7
8
9
,
8
9
3
.
6
2

5
6
2
.
1
7

2
.
9
5

P
V
C

6
.
0
0

3
7
.
9
5

4
2
.
9
5

4
3
.
2
5

C
A
M
A
AS
‐6D

D
e
e
p

9
9
9
,
9
2
0
.
1
7

1
,
7
9
0
,
2
9
4
.
5
3

5
8
6
.
6
6

2
.
3
8

P
V
C

6
.
0
0

5
8
.
3
8

6
3
.
3
8

6
3
.
6
8

C
A
M
A
AS
‐8B
R

B
e
d
r
o
c
k

9
9
9
,
1
1
4
.
4
8

1
,
7
8
8
,
8
0
5
.
7
7

5
8
2
.
1
0

2
.
8
1

P
V
C

6
.
0
0

6
6
.
8
1

7
1
.
8
1

7
2
.
1
1

C
A
M
A
AS
‐8D

D
e
e
p

9
9
9
,
1
1
7
.
5
8

1
,
7
8
8
,
8
0
0
.
2
5

5
8
2
.
2
3

2
.
9
3

P
V
C

6
.
0
0

5
0
.
9
3

5
4
.
9
3

5
5
.
2
3

C
A
M
A
BG
‐10
B
R

B
e
d
r
o
c
k

1
,
0
0
1
,
7
7
0
.
2
3

1
,
7
8
8
,
8
6
4
.
3
8

5
9
8
.
5
9

2
.
9
0

P
V
C

5
.
0
0

1
2
.
9
0

2
7
.
9
0

2
8
.
4
0

C
A
M
A
BG
‐10
D

D
e
e
p

1
,
0
0
1
,
7
8
4
.
8
2

1
,
7
8
8
,
8
6
1
.
5
4

5
9
8
.
8
0

2
.
6
0

P
V
C

5
.
0
0

5
1
.
6
0

5
6
.
6
0

5
7
.
6
0

C
A
M
A
BG
‐10
S

S
h
a
l
l
o
w

1
,
0
0
1
,
7
7
7
.
5
2

1
,
7
8
8
,
8
6
4
.
4
3

5
9
8
.
6
3

2
.
5
8

P
V
C

2
.
0
0

1
6
.
5
8

2
6
.
5
8

2
6
.
5
8

C
A
M
A
BG
‐1D

D
e
e
p

9
9
6
,
1
6
1
.
1
5

1
,
7
8
7
,
0
3
2
.
1
7

5
1
6
.
4
0

3
.
1
1

P
V
C

6
.
0
0

1
2
.
1
1

1
7
.
1
1

1
7
.
4
1

C
A
M
A
BG
‐5D

D
e
e
p

9
9
7
,
9
1
6
.
6
5

1
,
7
8
6
,
6
2
0
.
3
7

5
1
4
.
9
1

2
.
9
7

P
V
C

6
.
0
0

3
0
.
9
7

3
5
.
9
7

3
6
.
2
7

C
A
M
A
BG
‐5S

S
h
a
l
l
o
w

9
9
7
,
9
1
6
.
9
1

1
,
7
8
6
,
6
2
5
.
4
4

5
1
5
.
2
4

2
.
9
8

P
V
C

2
.
0
0

1
3
.
4
8

2
3
.
4
8

2
3
.
7
8

C
A
M
A
GW
A
‐10
D

D
e
e
p

9
9
8
,
6
5
5
.
4
3

1
,
7
8
9
,
2
3
2
.
0
0

5
5
3
.
5
6

3
.
3
7

P
V
C

6
.
0
0

3
6
.
3
7

4
1
.
3
7

4
1
.
6
7

C
A
M
A
GW
A
‐10
S

S
h
a
l
l
o
w

9
9
8
,
6
5
7
.
9
8

1
,
7
8
9
,
2
3
4
.
5
1

5
5
3
.
4
0

3
.
3
5

P
V
C

2
.
0
0

1
6
.
3
5

3
1
.
3
5

3
1
.
6
5

C
A
M
A
GW
A
‐11
D

D
e
e
p

9
9
9
,
3
5
6
.
2
4

1
,
7
9
0
,
0
9
9
.
3
5

5
5
9
.
7
7

2
.
6
5

P
V
C

6
.
0
0

3
2
.
1
5

3
7
.
1
5

3
7
.
4
5

C
A
M
A
GW
A
‐11
S

S
h
a
l
l
o
w

9
9
9
,
3
6
3
.
8
4

1
,
7
9
0
,
1
0
6
.
5
0

5
6
0
.
1
3

2
.
5
8

P
V
C

2
.
0
0

1
2
.
5
8

2
7
.
5
8

2
7
.
8
8

C
A
M
A
GW
A
‐12
D

D
e
e
p

9
9
9
,
3
6
5
.
5
7

1
,
7
8
7
,
1
7
5
.
7
2

5
8
4
.
4
5

2
.
3
9

P
V
C

6
.
0
0

2
9
.
3
9

3
4
.
3
9

3
4
.
6
9

C
A
M
A
GW
A
‐12
S

S
h
a
l
l
o
w

9
9
9
,
3
5
9
.
0
1

1
,
7
8
7
,
1
8
5
.
5
8

5
8
4
.
9
0

2
.
3
7

P
V
C

2
.
0
0

7
.
8
7

1
7
.
8
7

1
8
.
1
7

C
A
M
A
Pa
g
e
 1  of
 3
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐1:
 We
l
l
 Co
n
s
t
r
u
c
t
i
o
n
 In
f
o
r
m
a
t
i
o
n
Mo
n
i
t
o
r
i
n
g
We
l
l
 ID
‐
Mo
n
i
t
o
r
i
n
g
We
l
l
 Ty
p
e
‐
No
r
t
h
i
n
g
ft
Ea
s
t
i
n
g
ft
TO
C
El
e
v
a
t
i
o
n
ft
 bt
o
c
Ca
s
i
n
g
St
i
c
k
‐up
ft
Ca
s
i
n
g
Ty
p
e
Ca
s
i
n
g
Di
a
m
e
t
e
r
in
To
p
 of
Sc
r
e
e
n
ft
 bt
o
c
Bo
t
t
o
m
 of
Sc
r
e
e
n
ft
 bt
o
c
Total Depth ft  btocProgram
GW
A
‐14
D

D
e
e
p

9
9
9
,
2
0
4
.
0
2

1
,
7
9
1
,
0
6
3
.
3
1

5
0
0
.
1
9

3
.
4
9

P
V
C

6
.
0
0

1
4
.
9
9

1
9
.
9
9

2
0
.
2
9

C
A
M
A
GW
A
‐14
S

S
h
a
l
l
o
w

9
9
9
,
2
0
8
.
4
1

1
,
7
9
1
,
0
5
9
.
2
9

4
9
9
.
9
7

3
.
4
3

P
V
C

2
.
0
0

6
.
4
3

1
1
.
4
3

1
1
.
7
3

C
A
M
A
GW
A
‐15
D

D
e
e
p

9
9
8
,
9
0
3
.
8
7

1
,
7
9
1
,
1
3
0
.
1
3

5
0
4
.
1
3

2
.
8
7

P
V
C

6
.
0
0

2
8
.
8
7

3
3
.
8
7

3
4
.
1
7

C
A
M
A
GW
A
‐15
S

S
h
a
l
l
o
w

9
9
8
,
9
0
6
.
1
9

1
,
7
9
1
,
1
2
5
.
4
3

5
0
4
.
2
1

3
.
2
5

P
V
C

2
.
0
0

1
0
.
7
5

1
5
.
7
5

1
6
.
0
5

C
A
M
A
GW
A
‐16
D

D
e
e
p

9
9
8
,
9
7
4
.
4
8

1
,
7
9
1
,
3
0
2
.
0
0

5
0
4
.
7
3

2
.
5
5

P
V
C

5
.
0
0

3
1
.
5
5

3
6
.
5
5

4
1
.
9
5

C
A
M
A
GW
A
‐16
S

S
h
a
l
l
o
w

9
9
8
,
9
6
7
.
2
0

1
,
7
9
1
,
3
0
1
.
9
4

5
0
4
.
4
5

2
.
5
5

P
V
C

2
.
0
0

4
5
.
5
5

5
0
.
5
5

5
0
.
5
5

C
A
M
A
GW
A
‐17
D

D
e
e
p

9
9
9
,
3
9
0
.
6
1

1
,
7
9
1
,
1
5
7
.
9
7

5
1
3
.
9
7

2
.
4
6

P
V
C

6
.
0
0

3
2
.
2
6

4
2
.
2
6

4
2
.
4
6

C
A
M
A
GW
A
‐18
D

D
e
e
p

1
,
0
0
0
,
5
2
6
.
8
8

1
,
7
9
0
,
1
1
0
.
7
0

5
9
8
.
0
3

3
.
1
5

P
V
C

5
.
0
0

4
0
.
1
5

4
5
.
1
5

5
2
.
6
5

C
A
M
A
GW
A
‐1D

D
e
e
p

1
,
0
0
0
,
4
3
5
.
3
6

1
,
7
8
9
,
5
0
1
.
2
6

6
0
1
.
5
8

2
.
7
7

P
V
C

6
.
0
0

1
1
6
.
7
7

1
2
1
.
7
7

1
2
2
.
0
7

C
A
M
A
GW
A
‐1S

S
h
a
l
l
o
w

1
,
0
0
0
,
4
3
4
.
3
5

1
,
7
8
9
,
5
0
8
.
4
4

6
0
1
.
3
9

2
.
5
6

P
V
C

2
.
0
0

3
2
.
5
6

4
7
.
5
6

4
7
.
8
6

C
A
M
A
GW
A
‐20
D

D
e
e
p

9
9
6
,
6
3
1
.
6
3

1
,
7
8
9
,
4
9
4
.
6
3

5
1
1
.
9
5

2
.
9
3

P
V
C

5
.
0
0

2
6
.
9
3

3
1
.
9
3

3
1
.
9
3

C
A
M
A
GW
A
‐20
S

S
h
a
l
l
o
w

9
9
6
,
6
3
5
.
2
1

1
,
7
8
9
,
5
0
3
.
4
8

5
1
1
.
9
7

3
.
1
1

P
V
C

2
.
0
0

7
8
.
1
1

8
3
.
1
1

9
2
.
6
1

C
A
M
A
GW
A
‐2D

D
e
e
p

1
,
0
0
0
,
1
9
4
.
1
0

1
,
7
9
0
,
1
4
4
.
6
7

5
8
8
.
0
4

2
.
9
9

P
V
C

6
.
0
0

5
8
.
9
9

6
3
.
9
9

5
1
.
2
9

C
A
M
A
GW
A
‐2S

S
h
a
l
l
o
w

1
,
0
0
0
,
1
9
2
.
1
6

1
,
7
9
0
,
1
4
2
.
8
1

5
8
7
.
5
7

2
.
6
0

P
V
C

2
.
0
0

1
8
.
6
0

3
3
.
6
0

3
3
.
9
0

C
A
M
A
GW
A
‐3D

D
e
e
p

9
9
9
,
7
2
2
.
0
4

1
,
7
9
0
,
3
2
5
.
3
7

5
7
4
.
0
4

2
.
5
6

P
V
C

6
.
0
0

3
6
.
5
6

4
1
.
5
6

4
1
.
8
6

C
A
M
A
GW
A
‐3S

S
h
a
l
l
o
w

9
9
9
,
7
2
8
.
3
3

1
,
7
9
0
,
3
2
6
.
7
0

5
7
3
.
9
8

2
.
5
7

P
V
C

2
.
0
0

1
6
.
3
7

2
6
.
3
7

2
6
.
6
7

C
A
M
A
GW
A
‐4D

D
e
e
p

9
9
9
,
1
7
8
.
3
5

1
,
7
9
0
,
8
4
8
.
0
8

5
2
7
.
2
0

3
.
1
1

P
V
C

6
.
0
0

4
6
.
1
1

5
1
.
1
1

5
1
.
4
1

C
A
M
A
GW
A
‐4S

S
h
a
l
l
o
w

9
9
9
,
1
7
5
.
1
1

1
,
7
9
0
,
8
4
3
.
5
7

5
2
7
.
8
7

3
.
2
2

P
V
C

2
.
0
0

2
3
.
2
2

3
8
.
2
2

3
8
.
5
2

C
A
M
A
GW
A
‐5B
R

B
e
d
r
o
c
k

9
9
8
,
9
8
0
.
5
7

1
,
7
9
0
,
9
8
7
.
7
9

4
9
9
.
7
3

2
.
6
2

P
V
C

6
.
0
0

5
7
.
6
2

6
2
.
6
2

6
2
.
9
2

C
A
M
A
GW
A
‐5B
R
D

B
e
d
r
o
c
k

9
9
8
,
9
7
6
.
8
2

1
,
7
9
0
,
9
7
5
.
6
7

5
0
2
.
1
4

2
.
5
4

P
V
C

5
.
0
0

1
2
1
.
5
4

1
3
1
.
5
4

1
3
3
.
0
4

C
A
M
A
GW
A
‐6D

D
e
e
p

9
9
6
,
6
8
8
.
5
1

1
,
7
8
8
,
7
3
8
.
2
5

5
0
1
.
2
0
‐0.
7
5

P
V
C

6
.
0
0

2
8
.
2
5

3
3
.
2
5

3
3
.
5
5

C
A
M
A
GW
A
‐6S

S
h
a
l
l
o
w

9
9
6
,
6
9
1
.
5
8

1
,
7
8
8
,
7
4
2
.
7
4

5
0
1
.
4
8
‐0.
3
8

P
V
C

2
.
0
0

8
.
6
2

1
8
.
6
2

1
8
.
9
2

C
A
M
A
GW
A
‐7D

D
e
e
p

9
9
7
,
7
9
9
.
4
5

1
,
7
8
8
,
5
2
5
.
8
3

5
4
3
.
4
8
‐0.
2
5

P
V
C

6
.
0
0

4
5
.
7
5

5
0
.
7
5

5
1
.
0
5

C
A
M
A
GW
A
‐7S

S
h
a
l
l
o
w

9
9
7
,
7
9
4
.
8
4

1
,
7
8
8
,
5
3
0
.
1
1

5
4
3
.
1
6
‐0.
2
1

P
V
C

2
.
0
0

1
3
.
7
9

2
8
.
7
9

2
9
.
0
9

C
A
M
A
GW
A
‐8D

D
e
e
p

9
9
9
,
2
4
5
.
0
7

1
,
7
8
7
,
8
7
5
.
9
3

5
8
4
.
0
1

2
.
1
8

P
V
C

6
.
0
0

3
7
.
1
8

4
2
.
1
8

4
2
.
4
8

C
A
M
A
GW
A
‐8S

S
h
a
l
l
o
w

9
9
9
,
2
3
5
.
7
8

1
,
7
8
7
,
8
7
9
.
4
3

5
8
3
.
8
7

2
.
3
7

P
V
C

2
.
0
0

8
.
3
7

2
3
.
3
7

2
3
.
6
7

C
A
M
A
GW
A
‐9D

D
e
e
p

9
9
9
,
8
9
7
.
7
9

1
,
7
8
8
,
1
7
3
.
3
5

6
1
1
.
3
0

2
.
8
9

P
V
C

6
.
0
0

6
9
.
8
9

7
4
.
8
9

7
5
.
1
9

C
A
M
A
GW
A
‐9S

S
h
a
l
l
o
w

9
9
9
,
8
9
2
.
1
3

1
,
7
8
8
,
1
7
0
.
7
6

6
1
1
.
7
2

2
.
8
5

P
V
C

2
.
0
0

3
4
.
8
5

4
9
.
8
5

5
0
.
1
5

C
A
M
A
MW
‐22
B
R

B
e
d
r
o
c
k

9
9
6
,
9
2
4
.
8
7

1
,
7
8
9
,
2
8
1
.
9
6

5
0
2
.
3
2
‐0.
2
9

P
V
C

6
.
0
0

5
7
.
7
1

6
2
.
7
1

6
3
.
0
1

C
A
M
A
MW
‐23
B
R

B
e
d
r
o
c
k

9
9
9
,
3
3
4
.
8
9

1
,
7
8
6
,
3
6
2
.
5
9

5
2
7
.
5
5

3
.
0
9

P
V
C

6
.
0
0

5
9
.
0
9

6
4
.
0
9

6
4
.
3
9

C
A
M
A
MW
‐30
1
B
R

B
e
d
r
o
c
k

1
,
0
0
0
,
0
8
5
.
2
1

1
,
7
8
9
,
7
2
4
.
7
6

5
9
3
.
5
5

3
.
2
1

P
V
C

6
.
0
0

4
0
.
2
1

4
5
.
2
1

4
5
.
5
1

C
A
M
A
Pa
g
e
 2  of
 3
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐1:
 We
l
l
 Co
n
s
t
r
u
c
t
i
o
n
 In
f
o
r
m
a
t
i
o
n
Mo
n
i
t
o
r
i
n
g
We
l
l
 ID
‐
Mo
n
i
t
o
r
i
n
g
We
l
l
 Ty
p
e
‐
No
r
t
h
i
n
g
ft
Ea
s
t
i
n
g
ft
TO
C
El
e
v
a
t
i
o
n
ft
 bt
o
c
Ca
s
i
n
g
St
i
c
k
‐up
ft
Ca
s
i
n
g
Ty
p
e
Ca
s
i
n
g
Di
a
m
e
t
e
r
in
To
p
 of
Sc
r
e
e
n
ft
 bt
o
c
Bo
t
t
o
m
 of
Sc
r
e
e
n
ft
 bt
o
c
Total Depth ft  btocProgram
MW
‐30
3
B
R

B
e
d
r
o
c
k

9
9
9
,
8
2
7
.
7
9

1
,
7
8
9
,
6
6
9
.
9
9

6
5
1
.
3
7

3
.
0
1

P
V
C

6
.
0
0

1
4
0
.
0
1

1
4
5
.
0
1

1
4
5
.
3
1

C
A
M
A
MW
‐30
6
B
R

B
e
d
r
o
c
k

9
9
9
,
3
7
6
.
3
5

1
,
7
8
9
,
6
3
1
.
2
2

6
1
3
.
6
2

2
.
1
6

P
V
C

6
.
0
0

1
0
4
.
1
6

1
0
9
.
1
6

1
0
9
.
4
6

C
A
M
A
MW
‐30
8
B
R

B
e
d
r
o
c
k

9
9
8
,
6
4
9
.
5
1

1
,
7
8
9
,
6
8
9
.
6
1

5
3
2
.
5
9

2
.
1
3

P
V
C

6
.
0
0

7
9
.
1
3

8
4
.
1
3

8
4
.
4
3

C
A
M
A
MW
‐31
0
B
R

B
e
d
r
o
c
k

9
9
8
,
3
5
0
.
6
6

1
,
7
8
9
,
3
9
5
.
7
2

5
3
8
.
9
1
‐0.
2
1

P
V
C

6
.
0
0

7
2
.
7
9

7
7
.
7
9

7
8
.
0
9

C
A
M
A
MW
‐31
1
B
R

B
e
d
r
o
c
k

9
9
7
,
7
1
5
.
0
7

1
,
7
8
9
,
9
2
2
.
0
8

5
3
7
.
7
3

1
.
5
2

P
V
C

6
.
0
0

1
2
1
.
5
2

1
2
6
.
5
2

1
2
6
.
8
2

C
A
M
A
MW
‐31
4
B
R

B
e
d
r
o
c
k

9
9
7
,
6
4
5
.
7
8

1
,
7
8
9
,
0
6
9
.
2
6

5
3
9
.
7
5
‐0.
3
1

P
V
C

6
.
0
0

6
8
.
6
9

7
3
.
6
9

7
3
.
9
9

C
A
M
A
MW
‐31
5
B
R

B
e
d
r
o
c
k

9
9
8
,
7
0
7
.
1
3

1
,
7
8
9
,
0
8
0
.
4
5

5
7
0
.
7
5

3
.
2
3

P
V
C

6
.
0
0

6
2
.
9
3

7
7
.
9
3

7
8
.
2
3

C
A
M
A
MW
‐31
7
B
R

B
e
d
r
o
c
k

9
9
9
,
1
2
2
.
8
7

1
,
7
8
8
,
3
1
5
.
5
1

5
7
1
.
9
3

2
.
1
9

P
V
C

6
.
0
0

8
5
.
1
9

9
0
.
1
9

9
0
.
4
9

C
A
M
A
MW
‐31
7
B
R
L

B
e
d
r
o
c
k

9
9
9
,
0
5
7
.
5
9

1
,
7
8
8
,
3
5
6
.
7
1

5
7
1
.
2
0

2
.
8
1

P
V
C

5
.
0
0

1
8
1
.
8
1

1
9
1
.
8
1

1
9
2
.
6
1

C
A
M
A
MW
‐31
8
D

D
e
e
p

9
9
9
,
0
6
6
.
8
1

1
,
7
8
9
,
1
2
7
.
5
2

5
6
7
.
2
1

2
.
6
2

P
V
C

6
.
0
0

4
7
.
1
2

5
2
.
1
2

6
2
.
4
2

C
A
M
A
MW
‐20
D

D
e
e
p

1
,
0
0
0
,
6
9
2
.
0
0

1
,
7
8
8
,
9
2
3
.
0
0

5
6
2
.
2
3

2
.
8
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V
o
l
u
n
t
a
r
y
No
t
e
s
:
1.2.3.4.5.6.
De
e
p
 an
d
 Be
d
r
o
c
k
 CA
M
A
 we
l
l
s
 in
s
t
a
l
l
e
d
 wi
t
h
 2 ‐in
c
h
 ri
s
e
r
;

Ca
s
i
n
g
 va
l
u
e
 li
s
t
e
d
 fo
r
 D/
B
R
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l
l
s
 in
d
i
c
a
t
e
s
 ou
t
e
r
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s
i
n
g
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a
m
e
t
e
r
TO
C
 in
d
i
c
a
t
e
s
 to
p
 of
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s
i
n
g
TO
C
 el
e
v
a
t
i
o
n
 ba
s
e
d
 on
 NA
V
D
 88
 ve
r
t
i
c
a
l
 da
t
u
m
No
r
t
h
i
n
g
 an
d
 Ea
s
t
i
n
g
 ba
s
e
d
 on
 NA
D
8
3
 ho
r
i
z
o
n
t
a
l
 da
t
u
m
ft
 in
d
i
c
a
t
e
s
 me
a
s
u
r
e
m
e
n
t
s
 in
 fe
e
t
bt
o
c
 in
d
i
c
a
t
e
s
 me
a
s
u
r
e
m
e
n
t
s
 be
l
o
w
 th
e
 to
p
 of
 ca
s
i
n
g
Pa
g
e
 3  of
 3
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:

N
S

N
S

N
S

N
S

6
.
5
 ‐

8.
5

5
0
0

1
0

2
5
0
Un
i
t
s
:

°
C

m
V

µ
Ω /c
m

m
g
/
L

S
U

m
g
/
L

m
g
/
L

m
g
/
L
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e

T
e
m
p
e
r
a
t
u
r
e

O
R
P

S
p
e
c
i
f
i
c
 Co
n
d
u
c
t
i
v
i
t
y

D
O

p
H
 (F
i
e
l
d
)

T
D
S

N
i
t
r
a
t
e

C
h
l
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r
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d
e
MW
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1
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9
3

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6.
1
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MW
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4
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MW
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‐
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MW
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6.
7
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MW
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5.
2
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‐
‐

‐
‐
Pa
g
e
 1  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:

N
S

N
S

N
S

N
S

6
.
5
 ‐

8.
5

5
0
0

1
0

2
5
0
Un
i
t
s
:

°
C

m
V

µ
Ω /c
m

m
g
/
L

S
U

m
g
/
L

m
g
/
L

m
g
/
L
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e

T
e
m
p
e
r
a
t
u
r
e

O
R
P

S
p
e
c
i
f
i
c
 Co
n
d
u
c
t
i
v
i
t
y

D
O

p
H
 (F
i
e
l
d
)

T
D
S

N
i
t
r
a
t
e

C
h
l
o
r
i
d
e
MW
‐10

5
/
8
/
1
9
9
5

1
4
.
7
‐‐
33
3
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5.
6
‐‐

‐
‐

‐
‐
MW
‐10

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1
/
2
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/
1
9
9
5

1
6
.
6
‐‐
29
0
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5.
7
‐‐

‐
‐

‐
‐
MW
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4
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1
8
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1
9
9
6

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3
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8
‐‐
31
7
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5.
7
‐‐

‐
‐

‐
‐
MW
‐10

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0
/
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7
/
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9
6

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8
‐‐
29
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5.
8
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‐
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‐
‐
MW
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9
7

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4
‐‐
29
7
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6
‐‐

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‐
‐
MW
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9
7

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2
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1
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MW
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32
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MW
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3
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MW
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MW
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MW
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5.
6
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39.25
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27.37
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23.82
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0
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26.01
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2
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22.11
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‐
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89.69
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‐
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15.87
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15
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1
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‐
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16.35
MW
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1
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3
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18.89
MW
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‐
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27
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MW
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MW
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1
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4
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3
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4.
9
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‐11

5
/
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2
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5
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MW
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1
1
/
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/
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4

1
7
.
8
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23
3
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4.
7
‐‐

‐
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‐
‐
MW
‐11

5
/
8
/
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9
9
5

1
5
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22
6
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5.
3
‐‐

‐
‐

‐
‐
MW
‐11

1
1
/
2
8
/
1
9
9
5

1
8
.
6
‐‐
22
1
‐‐
5
‐‐

‐
‐

‐
‐
MW
‐11

4
/
1
8
/
1
9
9
6

1
6
‐‐
22
3
‐‐
4.
9
‐‐

‐
‐

‐
‐
MW
‐11

1
0
/
1
7
/
1
9
9
6

1
8
.
6
‐‐
22
4
‐‐
5
‐‐

‐
‐

‐
‐
Pa
g
e
 2  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:

N
S

N
S

N
S

N
S

6
.
5
 ‐

8.
5

5
0
0

1
0

2
5
0
Un
i
t
s
:

°
C

m
V

µ
Ω /c
m

m
g
/
L

S
U

m
g
/
L

m
g
/
L

m
g
/
L
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e

T
e
m
p
e
r
a
t
u
r
e

O
R
P

S
p
e
c
i
f
i
c
 Co
n
d
u
c
t
i
v
i
t
y

D
O

p
H
 (F
i
e
l
d
)

T
D
S

N
i
t
r
a
t
e

C
h
l
o
r
i
d
e
MW
‐11

4
/
1
7
/
1
9
9
7

1
4
.
5
‐‐
21
6
‐‐
5.
2
‐‐

‐
‐

‐
‐
MW
‐11

1
0
/
1
5
/
1
9
9
7

1
7
.
7
‐‐
21
3
‐‐
4.
9
‐‐

‐
‐

‐
‐
MW
‐11

4
/
2
1
/
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9
9
8

1
4
.
4
‐‐
22
9
‐‐
5
‐‐

‐
‐

‐
‐
MW
‐11

1
0
/
2
7
/
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9
9
8

1
9
.
2
‐‐
22
1
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5
‐‐

‐
‐

‐
‐
MW
‐11

4
/
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9
9
9

1
5
.
9
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22
6
.
5
‐‐
5.
1
‐‐

‐
‐

‐
‐
MW
‐11

1
0
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9
9
9

1
8
.
7
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24
5
.
9
‐‐
4.
7
‐‐

‐
‐

‐
‐
MW
‐11

4
/
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0
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1
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8
9
‐‐
25
9
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4.
8
‐‐

‐
‐
42.1
MW
‐11

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0
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0

2
3
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25
2
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4.
5
‐‐

‐
‐
36.1
MW
‐11

4
/
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7
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25
1
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4.
6
‐‐

‐
‐

‐
‐
MW
‐11

1
0
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7
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7
5
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25
0
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4.
5
6
‐‐

‐
‐
32.87
MW
‐11

4
/
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/
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0
0
2

1
7
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24
8
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4.
9
‐‐

‐
‐
30.03
MW
‐11

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0
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2
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1
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4.
9
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‐
‐
28.67
MW
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4
/
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6
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4.
8
‐‐

‐
‐
27.03
MW
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9
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8
7
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19.22
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/
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‐
‐
13.41
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9
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‐
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16.96
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/
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4.
9
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15.39
MW
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8
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15.4
MW
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8
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9
3
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‐
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19.34
MW
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4.
9
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23.33
MW
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/
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4
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3
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20
4
.
5
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4.
8
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‐
‐
21.79
MW
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0
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0
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3
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 3  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
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c
a
l
 Da
t
a
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m
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l
l
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NC
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5

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/
4
/
2
0
1
3

1
4
.
3
8

1
8
8

3
2
4
‐‐
7.
4
2

2
0
0

<
0
.
0
2
3

4
.
3
MW
‐20
D

1
/
1
3
/
2
0
1
4

1
4
.
1
1

2
0
4

3
2
5

0
.
1
8

7
.
3
2

2
1
0

<
0
.
0
2
3

4
.
5
Pa
g
e
 4  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:

N
S

N
S

N
S

N
S

6
.
5
 ‐

8.
5

5
0
0

1
0

2
5
0
Un
i
t
s
:

°
C

m
V

µ
Ω /c
m

m
g
/
L

S
U

m
g
/
L

m
g
/
L

m
g
/
L
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e

T
e
m
p
e
r
a
t
u
r
e

O
R
P

S
p
e
c
i
f
i
c
 Co
n
d
u
c
t
i
v
i
t
y

D
O

p
H
 (F
i
e
l
d
)

T
D
S

N
i
t
r
a
t
e

C
h
l
o
r
i
d
e
MW
‐20
D

5
/
5
/
2
0
1
4

1
4
.
2
5

1
8
6

3
2
5

0
.
1
9

7
.
2
9

2
0
0

<
0
.
0
2
3

4
.
6
MW
‐20
D

9
/
8
/
2
0
1
4

1
4
.
2
6

1
5
9

3
2
3

0
.
0
8

7
.
3
1

2
0
0

<
0
.
0
2
3

4
.
2
MW
‐20
D

1
/
5
/
2
0
1
5

1
4
.
0
2

1
9
5

3
2
4

0
.
1
5

7
.
5
8

2
0
0

<
0
.
0
2
3

4
.
3
MW
‐20
D

5
/
4
/
2
0
1
5

1
4
.
0
3

1
7
0

3
2
5

0
.
1
3

7
.
4
5

2
0
0

<
0
.
0
2
3

4
.
4
MW
‐20
D

9
/
1
/
2
0
1
5

1
4
.
4
1

1
4
4

3
2
6

0
.
1
2

7
.
4
3

2
0
0

<
0
.
0
2
3

4
.
4
MW
‐20
D

1
/
4
/
2
0
1
6

1
3
.
7
9

1
7
1

3
2
5

0

7
.
4
4

1
7
0

<
0
.
0
2
3

4
.
9
MW
‐20
D

5
/
2
/
2
0
1
6

1
4
.
2
3

1
9
4

3
1
7

0

7
.
2
3

1
9
0

<
0
.
0
2
3

4
.
7
MW
‐21
S

1
/
4
/
2
0
1
1

1
6
.
5
1
‐‐
21
7
.
7
‐‐
6.
8
2

1
2
7

<
0
.
0
2

1
1
MW
‐21
S

5
/
5
/
2
0
1
1

1
5
.
8
8
‐‐
22
5
.
3
‐‐
6.
8
1

1
5
0

0
.
0
3

1
1
MW
‐21
S

9
/
7
/
2
0
1
1

1
8
.
4
1
‐‐
21
7
.
9
‐‐
6.
5
9

1
3
0

<
0
.
0
2
3

1
2
MW
‐21
S

1
/
1
2
/
2
0
1
2

1
7
.
3
6

3
5
4

2
2
7
.
2

0
.
2
7

7
.
0
5

1
6
0

0
.
0
6

1
3
MW
‐21
S

5
/
7
/
2
0
1
2

1
6
.
6
7

3
0
2

2
4
1

0
.
3

6
.
7

2
9
7

<
0
.
0
2
3

1
0
MW
‐21
S

9
/
4
/
2
0
1
2

1
9
.
0
7

2
7
0

2
6
7

0
.
4
2

6
.
6
1

1
7
0

<
0
.
0
2
3

1
0
MW
‐21
S

1
/
7
/
2
0
1
3

1
7
.
8
2

3
3
4

2
9
4

0
.
1
3

6
.
7
4

1
8
0

<
0
.
0
2
3

1
5
MW
‐21
S

5
/
7
/
2
0
1
3

1
6
.
1
8

2
6
1

2
9
0

0
.
6
5

6
.
8
1

2
1
0

0
.
0
2

2
2
MW
‐21
S

9
/
3
/
2
0
1
3

1
7
.
5
2

3
2
5

3
2
9
‐‐
6.
6
5

2
0
0

<
0
.
0
2
3

2
0
MW
‐21
S

1
/
1
3
/
2
0
1
4

1
6
.
4
7

2
7
8

2
7
6

0
.
5
5

6
.
7
4

1
8
0

0
.
0
7

1
3
MW
‐21
S

5
/
5
/
2
0
1
4

1
5
.
5
7

3
0
9

2
8
4

0
.
3
2
6.
4
7
18
0

<
0
.
0
2
3

1
2
MW
‐21
S

9
/
8
/
2
0
1
4

1
7
.
1
7

3
0
0

2
6
5

0
.
1
1
6.
4
5
16
0

<
0
.
0
2
3

1
2
MW
‐21
S

1
/
5
/
2
0
1
5

1
6
.
6
1

3
0
0

2
0
7

0
.
3
3

6
.
9
4

1
4
0

<
0
.
0
2
3

1
0
MW
‐21
S

5
/
4
/
2
0
1
5

1
5
.
8
8

2
8
7

2
2
5

0
.
3
4

6
.
6
2

1
5
0

<
0
.
0
2
3

9
.
4
MW
‐21
S

9
/
1
/
2
0
1
5

1
7
.
7
6

2
3
1

2
5
6

0
.
1
2

6
.
7
4

1
5
0

<
0
.
0
2
3

1
1
MW
‐21
S

9
/
1
0
/
2
0
1
5

1
9
.
2

1
4
0

2
5
0

0
.
5

6
.
6
9
‐‐

‐
‐

‐
‐
MW
‐21
S

1
/
4
/
2
0
1
6

1
7
.
9

2
5
8

2
3
4

0

6
.
7

1
3
0

<
0
.
0
2
3

9
MW
‐21
S

5
/
2
/
2
0
1
6

1
6
.
6
3

2
4
0

2
1
7

0

6
.
7
9

1
4
0

<
0
.
0
2
3

7
.
4
MW
‐21
D

1
/
4
/
2
0
1
1

1
7
.
1
4
‐‐
88
5
.
4
‐‐
7.
2
2
64
3
<0.02

1
7
MW
‐21
D

5
/
5
/
2
0
1
1

1
6
.
7
4
‐‐
94
8
.
6
‐‐
7.
2
1
77
0
<0.023

1
5
MW
‐21
D

9
/
7
/
2
0
1
1

1
6
.
8
1
‐‐
87
8
.
4
‐‐
7.
0
8
67
0
<0.023

1
6
MW
‐21
D

1
/
1
2
/
2
0
1
2

1
7
.
6
8

2
2
2

9
0
0
.
9

0
.
4
5

7
.
3
6
71
0
<0.023

1
8
MW
‐21
D

5
/
7
/
2
0
1
2

1
7
.
3
2

2
0
4

9
5
0

0
.
4
4

7
.
0
7
74
3
<0.023

1
6
MW
‐21
D

9
/
4
/
2
0
1
2

1
7
.
4
9

1
9
0

9
3
8

0
.
4
2

7
73
0
<0.023

1
6
MW
‐21
D

1
/
7
/
2
0
1
3

1
8

2
4
7

9
2
2

1
.
6
9

7
.
2
4
70
0
<0.023

1
8
MW
‐21
D

5
/
7
/
2
0
1
3

1
7
.
2
1

2
1
1

9
0
7

0
.
2
6

7
.
1
3
76
0
0.03

1
7
MW
‐21
D

9
/
3
/
2
0
1
3

1
6
.
8
3

2
1
6

8
9
3
‐‐
7.
0
3
71
0
<0.023

1
6
MW
‐21
D

1
/
1
3
/
2
0
1
4

1
7
.
2
9

2
3
4

9
2
2

0
.
5

7
.
0
1
70
0
<0.023

1
7
MW
‐21
D

5
/
5
/
2
0
1
4

1
7

2
0
6

9
6
5

0

6
.
9
4
74
0
<0.023

1
7
MW
‐21
D

9
/
8
/
2
0
1
4

1
6
.
2
5

1
8
2

8
6
0

0
.
1
7

7
67
0
0.03

1
6
MW
‐21
D

1
/
5
/
2
0
1
5

1
7
.
0
2

2
1
5

8
3
5

1
.
9
2

7
.
2
8
63
0
<0.023

1
8
MW
‐21
D

5
/
4
/
2
0
1
5

1
6
.
5
2

1
7
9

8
8
9

0
.
2

7
.
1
2
65
0
0.03

1
7
MW
‐21
D

9
/
1
/
2
0
1
5

1
6
.
6
4

1
5
5

8
4
0

0
.
2

7
.
1
4
60
0
0.04

1
7
MW
‐21
D

1
/
4
/
2
0
1
6

1
7
.
4
7

1
9
5

8
5
8

0

7
.
1
4
60
0
<0.023

1
8
MW
‐21
D

5
/
2
/
2
0
1
6

1
7
.
2
9

1
8
7

8
7
4

0

6
.
8
7
64
0
<0.023

1
9
MW
‐22
S

1
/
1
2
/
2
0
1
2

1
5
.
3
8

1
4
5

4
0
2

0
.
4
6

6
.
7
8

2
2
0

<
0
.
0
2
3

2
4
MW
‐22
S

5
/
7
/
2
0
1
2

1
6
.
5
7

2
8

4
1
8

0
.
1

6
.
8

1
6
4

<
0
.
0
2
3

2
2
MW
‐22
S

9
/
4
/
2
0
1
2

1
8
.
4
5

3
2

3
9
5

0
.
1
7

6
.
6
6

2
1
0

<
0
.
0
2
3

1
9
MW
‐22
S

1
/
7
/
2
0
1
3

1
4
.
1
1

1
0
9

3
9
9

0
.
8
4

6
.
8
1

2
0
0

0
.
0
4

2
1
MW
‐22
S

5
/
7
/
2
0
1
3

1
6
.
2
8

1
0
0

3
3
1

0
.
4
3

6
.
6
7

2
0
0

<
0
.
0
2
3

1
7
MW
‐22
S

9
/
3
/
2
0
1
3

1
8
.
4
6

6
2

3
9
1
‐‐
6.
5
6

2
1
0

<
0
.
0
2
3

1
8
MW
‐22
S

1
/
1
3
/
2
0
1
4

1
6
.
3
6

1
4
2

3
4
5

0
.
4
1

6
.
5
7

2
1
0

<
0
.
0
2
3

1
8
MW
‐22
S

5
/
5
/
2
0
1
4

1
5
.
8
2

6
7

3
9
0

0
.
6
1

6
.
6
2

2
0
0

<
0
.
0
2
3

2
0
MW
‐22
S

9
/
8
/
2
0
1
4

1
6
.
9
7

6
0

3
8
0

0
.
3

6
.
5
5

2
1
0

<
0
.
0
2
3

2
0
Pa
g
e
 5  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:

N
S

N
S

N
S

N
S

6
.
5
 ‐

8.
5

5
0
0

1
0

2
5
0
Un
i
t
s
:

°
C

m
V

µ
Ω /c
m

m
g
/
L

S
U

m
g
/
L

m
g
/
L

m
g
/
L
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e

T
e
m
p
e
r
a
t
u
r
e

O
R
P

S
p
e
c
i
f
i
c
 Co
n
d
u
c
t
i
v
i
t
y

D
O

p
H
 (F
i
e
l
d
)

T
D
S

N
i
t
r
a
t
e

C
h
l
o
r
i
d
e
MW
‐22
S

1
/
5
/
2
0
1
5

1
5
.
8
6

1
2
2

3
9
7

0
.
4
1

6
.
5
5

2
1
0

<
0
.
0
2
3

1
9
MW
‐22
S

5
/
4
/
2
0
1
5

1
5
.
4
4

1
2
1

4
1
3

0
.
4
6

6
.
7
2

2
1
0

<
0
.
0
2
3

1
8
MW
‐22
S

9
/
1
/
2
0
1
5

1
7
.
8
8

1
0
4

4
2
5

0
.
5

6
.
6
2

2
2
0

<
0
.
0
2
3

1
8
MW
‐22
S

1
/
4
/
2
0
1
6

1
6
.
1
4

1
3
5

4
1
6

0
.
1
8

6
.
8
8

2
1
0

<
0
.
0
2
3

1
8
MW
‐22
S

5
/
2
/
2
0
1
6

1
6
.
1
8

6

3
6
8

0

6
.
6

2
2
0

<
0
.
0
2
3

2
1
MW
‐22
D

1
/
1
2
/
2
0
1
2

1
2
.
0
4

1
6
4

4
3
6

6
.
2
3

7
.
4
8

3
2
0

0
.
0
4

2
3
MW
‐22
D

5
/
7
/
2
0
1
2

1
6
.
9
2

1
8
5

4
5
4

5
.
2
5

7
.
4
6

2
1
0

0
.
2
8

2
1
MW
‐22
D

9
/
5
/
2
0
1
2

1
9
.
5
4

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No
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:
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10
.
In
t
e
r
i
m
 Ma
x
i
m
u
m
 Al
l
o
w
a
b
l
e
 Co
n
c
e
n
t
r
a
t
i
o
n
s
 (I
M
A
C
s
)
 ca
n
 be
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u
n
d
 in
 Ap
p
e
n
d
i
x
 #1
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 15
A
 NC
A
C
 Su
b
c
h
a
p
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r
 02
L
 Cl
a
s
s
i
f
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c
a
t
i
o
n
s
 and  Water  Quality  Standards  
Ap
p
l
i
c
a
b
l
e
 to
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e
 Gr
o
u
n
d
w
a
t
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t
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r
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NT
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p
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No
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2L
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t
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t
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 6  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
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t
e
MW
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1
1
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2
9
/
1
9
9
3
MW
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4
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4
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1
9
9
4
MW
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5
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2
3
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1
9
9
4
MW
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1
1
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2
8
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1
9
9
4
MW
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5
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8
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1
9
9
5
MW
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1
1
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8
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1
9
9
5
MW
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4
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1
8
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1
9
9
6
MW
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1
0
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1
7
/
1
9
9
6
MW
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4
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1
7
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1
9
9
7
MW
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1
0
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1
5
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1
9
9
7
MW
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4
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2
1
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1
9
9
8
MW
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1
0
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2
7
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1
9
9
8
MW
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4
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6
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1
9
9
9
MW
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1
0
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8
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1
9
9
9
MW
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4
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1
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2
0
0
0
MW
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1
0
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1
1
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2
0
0
0
MW
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4
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3
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2
0
0
1
MW
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1
0
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0
1
MW
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4
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2
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0
2
MW
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1
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0
0
2
MW
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4
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MW
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1
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5
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0
3
MW
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4
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0
4
MW
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1
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MW
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4
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0
5
MW
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1
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MW
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4
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MW
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4
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MW
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4
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MW
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MW
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4
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1
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1
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MW
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5
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4
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0
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8
MW
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1
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2
0
0
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MW
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4
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4
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0
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MW
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1
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0
0
9
MW
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4
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0
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MW
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1
0
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6
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2
0
1
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MW
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1
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4
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2
0
1
1
MW
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5
/
5
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2
0
1
1
MW
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9
/
7
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2
0
1
1
MW
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1
1
/
2
9
/
1
9
9
3
MW
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4
/
4
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1
9
9
4
MW
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5
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2
3
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1
9
9
4
MW
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1
1
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8
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1
9
9
4
25
0

1
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7
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0

7
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2

1
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1

3
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1
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mg
/
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µ
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Pa
g
e
 7  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
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MW
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2100 6.2
23

6
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g
e
 8  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐11

4
/
1
7
/
1
9
9
7
MW
‐11

1
0
/
1
5
/
1
9
9
7
MW
‐11

4
/
2
1
/
1
9
9
8
MW
‐11

1
0
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2
7
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1
9
9
8
MW
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4
/
6
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1
9
9
9
MW
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1
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8
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1
9
9
9
MW
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4
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0
0
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MW
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1
0
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1
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0
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0
MW
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4
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2
3
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0
0
1
MW
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1
0
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8
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2
0
0
1
MW
‐11

4
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2
2
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2
0
0
2
MW
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1
0
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1
7
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2
0
0
2
MW
‐11

4
/
2
2
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2
0
0
3
MW
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1
0
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1
5
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2
0
0
3
MW
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4
/
1
5
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2
0
0
4
MW
‐11

1
0
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2
0
0
4
MW
‐11

4
/
2
7
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2
0
0
5
MW
‐11

1
0
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1
9
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2
0
0
5
MW
‐11

4
/
1
1
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2
0
0
6
MW
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1
0
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2
5
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2
0
0
6
MW
‐11

4
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1
1
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0
0
7
MW
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1
0
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2
2
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2
0
0
7
MW
‐11

4
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2
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2
0
0
8
MW
‐11

1
0
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1
3
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0
8
MW
‐11

4
/
1
4
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2
0
0
9
MW
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1
0
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2
1
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2
0
0
9
MW
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4
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7
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2
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1
0
MW
‐11

1
0
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6
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2
0
1
0
MW
‐11

1
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4
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0
1
1
MW
‐11

5
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5
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2
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1
1
MW
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D

4
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1
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0
0
8
MW
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D

1
0
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1
3
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2
0
0
8
MW
‐11
D

4
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1
4
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2
0
0
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MW
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D

1
0
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0
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MW
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D

4
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1
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MW
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D

1
0
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0
1
0
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D

1
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4
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2
0
1
1
MW
‐11
D

5
/
5
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2
0
1
1
MW
‐12

1
1
/
2
8
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1
9
9
5
MW
‐12

4
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1
8
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1
9
9
6
MW
‐12

1
0
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1
7
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1
9
9
6
MW
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4
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1
9
9
7
MW
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1
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9
9
7
MW
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4
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9
8
MW
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1
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7
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1
9
9
8
MW
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4
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6
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1
9
9
9
MW
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1
0
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9
9
MW
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4
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4
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1
0
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25
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1
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7
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2

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3
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3765 3.04
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 9  of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐12

4
/
2
2
/
2
0
0
2
MW
‐12

1
0
/
1
7
/
2
0
0
2
MW
‐12

4
/
2
2
/
2
0
0
3
MW
‐12

1
0
/
1
5
/
2
0
0
3
MW
‐12

4
/
1
5
/
2
0
0
4
MW
‐12

1
0
/
6
/
2
0
0
4
MW
‐12

4
/
2
7
/
2
0
0
5
MW
‐12

1
0
/
1
9
/
2
0
0
5
MW
‐12

4
/
1
1
/
2
0
0
6
MW
‐12

1
0
/
2
5
/
2
0
0
6
MW
‐12

4
/
1
1
/
2
0
0
7
MW
‐12

1
0
/
2
2
/
2
0
0
7
MW
‐12

4
/
2
1
/
2
0
0
8
MW
‐12

1
0
/
1
3
/
2
0
0
8
MW
‐12

4
/
1
4
/
2
0
0
9
MW
‐12

1
0
/
2
1
/
2
0
0
9
MW
‐12

4
/
7
/
2
0
1
0
MW
‐12

1
0
/
6
/
2
0
1
0
MW
‐12
D

4
/
2
1
/
2
0
0
8
MW
‐12
D

1
0
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1
3
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2
0
0
8
MW
‐12
D

4
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1
4
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2
0
0
9
MW
‐12
D

1
0
/
2
1
/
2
0
0
9
MW
‐12
D

4
/
7
/
2
0
1
0
MW
‐12
D

1
0
/
6
/
2
0
1
0
MW
‐20
S

1
/
4
/
2
0
1
1
MW
‐20
S

5
/
5
/
2
0
1
1
MW
‐20
S

9
/
7
/
2
0
1
1
MW
‐20
S

1
/
1
2
/
2
0
1
2
MW
‐20
S

5
/
7
/
2
0
1
2
MW
‐20
S

9
/
4
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2
0
1
2
MW
‐20
S

1
/
7
/
2
0
1
3
MW
‐20
S

5
/
7
/
2
0
1
3
MW
‐20
S

9
/
4
/
2
0
1
3
MW
‐20
S

1
/
1
3
/
2
0
1
4
MW
‐20
S

5
/
5
/
2
0
1
4
MW
‐20
S

9
/
8
/
2
0
1
4
MW
‐20
S

1
/
5
/
2
0
1
5
MW
‐20
S

5
/
4
/
2
0
1
5
MW
‐20
S

9
/
1
/
2
0
1
5
MW
‐20
S

1
/
4
/
2
0
1
6
MW
‐20
S

5
/
2
/
2
0
1
6
MW
‐20
D

1
/
4
/
2
0
1
1
MW
‐20
D

5
/
5
/
2
0
1
1
MW
‐20
D

9
/
7
/
2
0
1
1
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Pa
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 10
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐20
D

5
/
5
/
2
0
1
4
MW
‐20
D

9
/
8
/
2
0
1
4
MW
‐20
D

1
/
5
/
2
0
1
5
MW
‐20
D

5
/
4
/
2
0
1
5
MW
‐20
D

9
/
1
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2
0
1
5
MW
‐20
D

1
/
4
/
2
0
1
6
MW
‐20
D

5
/
2
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2
0
1
6
MW
‐21
S

1
/
4
/
2
0
1
1
MW
‐21
S

5
/
5
/
2
0
1
1
MW
‐21
S

9
/
7
/
2
0
1
1
MW
‐21
S

1
/
1
2
/
2
0
1
2
MW
‐21
S

5
/
7
/
2
0
1
2
MW
‐21
S

9
/
4
/
2
0
1
2
MW
‐21
S

1
/
7
/
2
0
1
3
MW
‐21
S

5
/
7
/
2
0
1
3
MW
‐21
S

9
/
3
/
2
0
1
3
MW
‐21
S

1
/
1
3
/
2
0
1
4
MW
‐21
S

5
/
5
/
2
0
1
4
MW
‐21
S

9
/
8
/
2
0
1
4
MW
‐21
S

1
/
5
/
2
0
1
5
MW
‐21
S

5
/
4
/
2
0
1
5
MW
‐21
S

9
/
1
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2
0
1
5
MW
‐21
S

9
/
1
0
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2
0
1
5
MW
‐21
S

1
/
4
/
2
0
1
6
MW
‐21
S

5
/
2
/
2
0
1
6
MW
‐21
D

1
/
4
/
2
0
1
1
MW
‐21
D

5
/
5
/
2
0
1
1
MW
‐21
D

9
/
7
/
2
0
1
1
MW
‐21
D

1
/
1
2
/
2
0
1
2
MW
‐21
D

5
/
7
/
2
0
1
2
MW
‐21
D

9
/
4
/
2
0
1
2
MW
‐21
D

1
/
7
/
2
0
1
3
MW
‐21
D

5
/
7
/
2
0
1
3
MW
‐21
D

9
/
3
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2
0
1
3
MW
‐21
D

1
/
1
3
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2
0
1
4
MW
‐21
D

5
/
5
/
2
0
1
4
MW
‐21
D

9
/
8
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2
0
1
4
MW
‐21
D

1
/
5
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2
0
1
5
MW
‐21
D

5
/
4
/
2
0
1
5
MW
‐21
D

9
/
1
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2
0
1
5
MW
‐21
D

1
/
4
/
2
0
1
6
MW
‐21
D

5
/
2
/
2
0
1
6
MW
‐22
S

1
/
1
2
/
2
0
1
2
MW
‐22
S

5
/
7
/
2
0
1
2
MW
‐22
S

9
/
4
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2
0
1
2
MW
‐22
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1
/
7
/
2
0
1
3
MW
‐22
S

5
/
7
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2
0
1
3
MW
‐22
S

9
/
3
/
2
0
1
3
MW
‐22
S

1
/
1
3
/
2
0
1
4
MW
‐22
S

5
/
5
/
2
0
1
4
MW
‐22
S

9
/
8
/
2
0
1
4
25
0

1
0

7
0
0

7
0
0

2

1
0

1

3
0
0

1
5
mg
/
L

µ
g
/
L

µ
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/
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µ
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/
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µ
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f
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B
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B
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C
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Pa
g
e
 11
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
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S

1
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5
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2
0
1
5
MW
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S

5
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/
2
0
1
5
MW
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9
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1
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5
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No
t
e
s
:
1.2.3.4.5.6.7.8.9.
10
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c
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d
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p
h
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o
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r
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c
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r
b
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t
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e
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p
a
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e
d
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n
d
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r
d
s
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u
n
d
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 15
A
 NC
A
C
 Su
b
c
h
a
p
t
e
r
 02
L
 Cl
a
s
s
i
f
i
c
a
t
i
o
n
s
 an
d
 Wa
t
e
r
 Qu
a
l
i
t
y
 St
a
n
d
a
r
d
s
 Ap
p
l
i
c
a
b
l
e
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No
r
t
h
 Ca
r
o
l
i
n
a
2L
 St
a
n
d
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d
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e
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e
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r
t
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A
 NC
A
C
 02
L
 .0
2
0
2

In
t
e
r
i
m
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m
u
m
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l
o
w
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b
l
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n
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e
n
t
r
a
t
i
o
n
s
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M
A
C
s
)
 ca
n
 be
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u
n
d
 in
 Ap
p
e
n
d
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x
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A
 NC
A
C
 Su
b
c
h
a
p
t
e
r
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L
 Cl
a
s
s
i
f
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c
a
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s
 and  Water  Quality  Standards  
Ap
p
l
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c
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b
l
e
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e
 Gr
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u
n
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w
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t
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r
s
 of
 No
r
t
h
 Ca
r
o
l
i
n
a
Pa
g
e
 12
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐9

1
1
/
2
9
/
1
9
9
3
MW
‐9

4
/
4
/
1
9
9
4
MW
‐9

5
/
2
3
/
1
9
9
4
MW
‐9

1
1
/
2
8
/
1
9
9
4
MW
‐9

5
/
8
/
1
9
9
5
MW
‐9

1
1
/
2
8
/
1
9
9
5
MW
‐9

4
/
1
8
/
1
9
9
6
MW
‐9

1
0
/
1
7
/
1
9
9
6
MW
‐9

4
/
1
7
/
1
9
9
7
MW
‐9

1
0
/
1
5
/
1
9
9
7
MW
‐9

4
/
2
1
/
1
9
9
8
MW
‐9

1
0
/
2
7
/
1
9
9
8
MW
‐9

4
/
6
/
1
9
9
9
MW
‐9

1
0
/
2
8
/
1
9
9
9
MW
‐9

4
/
1
0
/
2
0
0
0
MW
‐9

1
0
/
1
1
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2
0
0
0
MW
‐9

4
/
2
3
/
2
0
0
1
MW
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1
0
/
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2
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0
1
MW
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4
/
2
2
/
2
0
0
2
MW
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1
0
/
1
7
/
2
0
0
2
MW
‐9

4
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2
2
/
2
0
0
3
MW
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1
0
/
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5
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2
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0
3
MW
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4
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0
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4
MW
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1
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6
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2
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0
4
MW
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4
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2
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5
MW
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1
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9
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5
MW
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4
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0
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6
MW
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6
MW
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4
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7
MW
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1
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7
MW
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4
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8
MW
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1
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3
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0
8
MW
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4
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1
4
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2
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0
9
MW
‐9

1
0
/
2
1
/
2
0
0
9
MW
‐9

4
/
7
/
2
0
1
0
MW
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1
0
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6
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2
0
1
0
MW
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1
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4
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0
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MW
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5
/
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4
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8
MW
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1
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9
MW
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4
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MW
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1
0
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1
0
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1
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4
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2
0
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1
MW
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5
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5
/
2
0
1
1
MW
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9
/
7
/
2
0
1
1
MW
‐10

1
1
/
2
9
/
1
9
9
3
MW
‐10

4
/
4
/
1
9
9
4
MW
‐10

5
/
2
3
/
1
9
9
4
MW
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1
1
/
2
8
/
1
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9
4
50

0
.
2

1
0
0

1

1

2
0

1

N
S
µg
/
L

µ
g
/
L

µ
g
/
L

m
g
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L

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g
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g
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L

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g
/
L

N
T
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Ma
n
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n
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e

T
h
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l
l
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m

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l

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c

A
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t
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m
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y
*

S
e
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m

M
e
r
c
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r
y

T
u
r
b
i
d
i
t
y
 (Field)
14
2
9
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0
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7
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3

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8

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6
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4
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g
e
 13
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐10

5
/
8
/
1
9
9
5
MW
‐10

1
1
/
2
8
/
1
9
9
5
MW
‐10

4
/
1
8
/
1
9
9
6
MW
‐10

1
0
/
1
7
/
1
9
9
6
MW
‐10

4
/
1
7
/
1
9
9
7
MW
‐10

1
0
/
1
5
/
1
9
9
7
MW
‐10

4
/
2
1
/
1
9
9
8
MW
‐10

1
0
/
2
7
/
1
9
9
8
MW
‐10

4
/
6
/
1
9
9
9
MW
‐10

1
0
/
2
8
/
1
9
9
9
MW
‐10

4
/
1
0
/
2
0
0
0
MW
‐10

1
0
/
1
1
/
2
0
0
0
MW
‐10

4
/
2
3
/
2
0
0
1
MW
‐10

1
0
/
8
/
2
0
0
1
MW
‐10

4
/
2
2
/
2
0
0
2
MW
‐10

1
0
/
1
7
/
2
0
0
2
MW
‐10

4
/
2
2
/
2
0
0
3
MW
‐10

1
0
/
1
5
/
2
0
0
3
MW
‐10

4
/
1
5
/
2
0
0
4
MW
‐10

1
0
/
6
/
2
0
0
4
MW
‐10

4
/
2
7
/
2
0
0
5
MW
‐10

1
0
/
1
9
/
2
0
0
5
MW
‐10

4
/
1
1
/
2
0
0
6
MW
‐10

1
0
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2
5
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2
0
0
6
MW
‐10

4
/
1
1
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2
0
0
7
MW
‐10

1
0
/
2
2
/
2
0
0
7
MW
‐10

4
/
2
1
/
2
0
0
8
MW
‐10

1
0
/
1
3
/
2
0
0
8
MW
‐10

4
/
1
4
/
2
0
0
9
MW
‐10

1
0
/
2
1
/
2
0
0
9
MW
‐10

4
/
7
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2
0
1
0
MW
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1
0
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6
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2
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1
0
MW
‐10

1
/
4
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2
0
1
1
MW
‐10

5
/
5
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2
0
1
1
MW
‐10
D

4
/
2
1
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2
0
0
8
MW
‐10
D

1
0
/
1
3
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2
0
0
8
MW
‐10
D

4
/
1
4
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0
0
9
MW
‐10
D

1
0
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2
1
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2
0
0
9
MW
‐10
D

4
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7
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2
0
1
0
MW
‐10
D

1
0
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2
0
1
0
MW
‐10
D

1
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4
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2
0
1
1
MW
‐10
D

5
/
5
/
2
0
1
1
MW
‐10
D

9
/
7
/
2
0
1
1
MW
‐11

1
1
/
2
9
/
1
9
9
3
MW
‐11

4
/
4
/
1
9
9
4
MW
‐11

5
/
2
3
/
1
9
9
4
MW
‐11

1
1
/
2
8
/
1
9
9
4
MW
‐11

5
/
8
/
1
9
9
5
MW
‐11

1
1
/
2
8
/
1
9
9
5
MW
‐11

4
/
1
8
/
1
9
9
6
MW
‐11

1
0
/
1
7
/
1
9
9
6
50

0
.
2

1
0
0

1

1

2
0

1

N
S
µg
/
L

µ
g
/
L

µ
g
/
L

m
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

N
T
U
Ma
n
g
a
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s
e

T
h
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l
l
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m

N
i
c
k
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l

Z
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n
c

A
n
t
i
m
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y
*

S
e
l
e
n
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m

M
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r
y

T
u
r
b
i
d
i
t
y
 (Field)
52
0
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0.
0
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0
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3
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1
2
‐‐
<2

0
.
3
9
‐‐
11
7
1
‐‐

‐
‐
0.
0
0
9
‐‐
<2

<
0
.
1

5
6
90
0
‐‐

‐
‐
0.
0
0
5
‐‐
<2

<
0
.
1

6
.
2
6
62
2
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
11
7
0
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1

5
5
17
4
1
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1

2
.
4
1
19
9
5
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
16
3
3
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
18
2
9
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
17
0
8
‐‐

‐
‐
<0
.
0
0
5
‐‐
<2

<
0
.
1

5
.
7
3
18
2
6
‐‐
<4
0

<
0
.
0
0
5
‐‐
<2

<
0
.
1

1
5
.
7
18
4
6
‐‐
7.
3
5

<
0
.
0
0
5
‐‐
<2

<
0
.
2

5
.
1
6
19
5
0
‐‐
7.
7
1

0
.
0
0
9
‐‐
<2

<
0
.
1

1
6
.
9
44
1
‐‐
3.
1
2

<
0
.
0
0
5
‐‐
<2

<
0
.
5

1
.
4
4
19
4
0
‐‐
7.
4
2

<
0
.
0
0
5
‐‐
<2

<
0
.
0
5

5
.
6
8
18
6
0
‐‐
7.
6
2

<
0
.
0
0
5
‐‐
<2

<
0
.
0
5

1
.
5
1
16
2
0
‐‐
6.
9
8

0
.
0
1
‐‐
<2

<
0
.
0
5

4
.
4
7
42
9
‐‐
2.
7
1

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

3
.
5
3
18
2
0
‐‐
6.
3

0
.
0
0
8
‐‐
<1

<
0
.
0
5

3
7
.
3
14
4
0
‐‐
6.
4
8

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

2
.
3
4
16
2
0
<1

6

<
0
.
0
0
5

<
1

<
1

<
0
.
0
5

5
.
6
15
5
0
<0
.
2

6

0
.
0
1
9

<
1

<
1

<
0
.
0
5

2
3
.
2
16
1
0
‐‐
2.
2
9

<
0
.
0
0
5
‐‐
<2

<
0
.
0
5

3
.
4
9
12
8
0
‐‐
<2

<
0
.
0
0
5
‐‐
<2

<
0
.
0
5

1
12
2
0
‐‐
<2

<
0
.
0
0
5
‐‐
<2

<
0
.
0
5

2
.
0
7
11
1
0
‐‐
1.
8
4

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

3
.
1
2
11
3
0
‐‐
1.
7

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

2
.
4
4
10
9
0
‐‐
1.
5

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

1
.
3
3
11
2
0
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<
5

<
0
.
0
0
5

<
1

<
1

<
0
.
0
5

0
.
7
11
2
0
<0
.
2

<
5

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0
.
0
0
5

<
1

<
1

<
0
.
0
5

2
.
3
9
10
8
0
<0
.
2

<
5

<
0
.
0
0
5

<
1

<
1

<
0
.
0
5

0
.
7
3
59
5
‐‐

‐
‐
<0
.
0
1
‐‐
<5

<
0
.
1
‐‐
53
0
‐‐

‐
‐
0.
0
1
6
‐‐
3.
6

<
0
.
1
‐‐
61
0
‐‐

‐
‐
0.
0
2
5
‐‐
1.
1

<
0
.
1
‐‐
63
0
‐‐

‐
‐
0.
0
1
6
‐‐
<1

<
0
.
1
‐‐
68
0
‐‐

‐
‐
0.
0
1
7
‐‐
<1

<
0
.
1
‐‐
59
6
‐‐

‐
‐
0.
0
1
4
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<
0
.
1
‐‐
61
0
‐‐

‐
‐
0.
0
1
3
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<
0
.
1
‐‐
64
0
‐‐

‐
‐
0.
0
1
7
‐‐
<1

<
0
.
1
‐‐
Pa
g
e
 14
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐11

4
/
1
7
/
1
9
9
7
MW
‐11

1
0
/
1
5
/
1
9
9
7
MW
‐11

4
/
2
1
/
1
9
9
8
MW
‐11

1
0
/
2
7
/
1
9
9
8
MW
‐11

4
/
6
/
1
9
9
9
MW
‐11

1
0
/
2
8
/
1
9
9
9
MW
‐11

4
/
1
1
/
2
0
0
0
MW
‐11

1
0
/
1
1
/
2
0
0
0
MW
‐11

4
/
2
3
/
2
0
0
1
MW
‐11

1
0
/
8
/
2
0
0
1
MW
‐11

4
/
2
2
/
2
0
0
2
MW
‐11

1
0
/
1
7
/
2
0
0
2
MW
‐11

4
/
2
2
/
2
0
0
3
MW
‐11

1
0
/
1
5
/
2
0
0
3
MW
‐11

4
/
1
5
/
2
0
0
4
MW
‐11

1
0
/
6
/
2
0
0
4
MW
‐11

4
/
2
7
/
2
0
0
5
MW
‐11

1
0
/
1
9
/
2
0
0
5
MW
‐11

4
/
1
1
/
2
0
0
6
MW
‐11

1
0
/
2
5
/
2
0
0
6
MW
‐11

4
/
1
1
/
2
0
0
7
MW
‐11

1
0
/
2
2
/
2
0
0
7
MW
‐11

4
/
2
1
/
2
0
0
8
MW
‐11

1
0
/
1
3
/
2
0
0
8
MW
‐11

4
/
1
4
/
2
0
0
9
MW
‐11

1
0
/
2
1
/
2
0
0
9
MW
‐11

4
/
7
/
2
0
1
0
MW
‐11

1
0
/
6
/
2
0
1
0
MW
‐11

1
/
4
/
2
0
1
1
MW
‐11

5
/
5
/
2
0
1
1
MW
‐11
D

4
/
2
1
/
2
0
0
8
MW
‐11
D

1
0
/
1
3
/
2
0
0
8
MW
‐11
D

4
/
1
4
/
2
0
0
9
MW
‐11
D

1
0
/
2
1
/
2
0
0
9
MW
‐11
D

4
/
7
/
2
0
1
0
MW
‐11
D

1
0
/
6
/
2
0
1
0
MW
‐11
D

1
/
4
/
2
0
1
1
MW
‐11
D

5
/
5
/
2
0
1
1
MW
‐12

1
1
/
2
8
/
1
9
9
5
MW
‐12

4
/
1
8
/
1
9
9
6
MW
‐12

1
0
/
1
7
/
1
9
9
6
MW
‐12

4
/
1
7
/
1
9
9
7
MW
‐12

1
0
/
1
5
/
1
9
9
7
MW
‐12

4
/
2
1
/
1
9
9
8
MW
‐12

1
0
/
2
7
/
1
9
9
8
MW
‐12

4
/
6
/
1
9
9
9
MW
‐12

1
0
/
2
8
/
1
9
9
9
MW
‐12

4
/
1
0
/
2
0
0
0
MW
‐12

1
0
/
1
1
/
2
0
0
0
MW
‐12

4
/
2
3
/
2
0
0
1
MW
‐12

1
0
/
8
/
2
0
0
1
50

0
.
2

1
0
0

1

1

2
0

1

N
S
µg
/
L

µ
g
/
L

µ
g
/
L

m
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

N
T
U
Ma
n
g
a
n
e
s
e

T
h
a
l
l
i
u
m

N
i
c
k
e
l

Z
i
n
c

A
n
t
i
m
o
n
y
*

S
e
l
e
n
i
u
m

M
e
r
c
u
r
y

T
u
r
b
i
d
i
t
y
 (Field)
47
5
‐‐

‐
‐
0.
0
1
1
‐‐
<1

<
0
.
1
‐‐
49
9
‐‐

‐
‐
0.
0
1
8
‐‐
<2

<
0
.
1
‐‐
49
6
‐‐

‐
‐
0.
0
0
6
‐‐
<2

0
.
1
‐‐
59
8
‐‐

‐
‐
0.
0
1
1
‐‐
<2

<
0
.
1
‐‐
70
6
‐‐

‐
‐
0.
0
1
7
‐‐
<2

<
0
.
1
‐‐
83
9
‐‐

‐
‐
0.
0
1
3
‐‐
<2

<
0
.
1
‐‐
81
3
‐‐

‐
‐
0.
0
1
1
‐‐
<2

<
0
.
1
‐‐
97
0
‐‐

‐
‐
0.
0
1
9
‐‐
<2

<
0
.
1
‐‐
12
1
5
‐‐

‐
‐
0.
0
4
1
‐‐
<2

<
0
.
1
‐‐
10
3
3
‐‐

‐
‐
0.
0
1
6
‐‐
<2

<
0
.
1

2
4
13
0
0
‐‐

‐
‐
0.
0
1
2
‐‐
<2

<
0
.
1

4
2
.
4
12
9
7
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
11
7
1
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1

4
9
93
7
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1

5
7
.
8
93
7
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
93
4
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
10
1
5
‐‐

‐
‐
<0
.
0
2
‐‐
<2

<
0
.
1
‐‐
88
3
‐‐

‐
‐
<0
.
0
0
5
‐‐
<2

<
0
.
1

1
3
.
5
10
0
7
‐‐
<4
0

0
.
0
0
7
‐‐
<2

<
0
.
1

2
5
92
3
‐‐
6.
0
9

0
.
0
0
7
‐‐
<2

<
0
.
2

1
5
.
9
95
1
‐‐
6.
2
2

0
.
0
0
8
‐‐
<2

<
0
.
1

2
0
.
2
82
7
‐‐
5.
6
8

0
.
0
0
8
‐‐
<2

<
0
.
5

2
.
1
7
93
1
‐‐
6.
4
3

0
.
0
0
6
‐‐
<2

<
0
.
0
5

1
7
.
3
83
3
‐‐
6.
1
5

0
.
0
0
6
‐‐
<2

<
0
.
0
5

1
5
.
5
10
3
0
‐‐
7.
1

<
0
.
0
0
5
‐‐
<2

<
0
.
0
5

3
8
.
8
96
1
‐‐
6.
3
4

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

4
.
4
2
89
8
‐‐
6.
1

0
.
0
0
6
‐‐
<1

<
0
.
0
5

1
0
.
5
68
7
‐‐
4.
6
6

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

7
.
7
1
88
2
<1

5

0
.
0
1
1

<
1

<
1

<
0
.
0
5

8
9
.
6
90
1
<0
.
2

5

<
0
.
0
0
5

<
1

<
1

<
0
.
0
5

1
8
.
3
12
4
0
‐‐
39
.
2

0
.
1
5
7
‐‐
<2

<
0
.
0
5

0
43
2
‐‐
13
.
5

0
.
0
6
‐‐
<2

<
0
.
0
5

7
9
5
22
0
‐‐
9.
1
8

0
.
0
3
3
‐‐
<2

<
0
.
0
5

3
1
3
29
.
6
‐‐
2.
2
5

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

1
4
1
71
‐‐
2.
9

0
.
0
0
7
‐‐
<1

<
0
.
0
5

4
6
.
1
26
‐‐
1.
3
8

<
0
.
0
0
5
‐‐
<1

<
0
.
0
5

1
3
.
6
39

<
1

<
5

<
0
.
0
0
5

<
1

<
1

<
0
.
0
5

5
.
9
6
41

<
0
.
2

<
5

<
0
.
0
0
5

<
1

<
1

<
0
.
0
5

2
3
71
8
‐‐

‐
‐
0.
0
8
‐‐
2.
9

<
0
.
1
‐‐
50
0
‐‐

‐
‐
0.
0
6
7
‐‐
<1

<
0
.
1
‐‐
34
0
‐‐

‐
‐
0.
1
4
‐‐
<1

<
0
.
1
‐‐
33
9
‐‐

‐
‐
0.
0
5
‐‐
<1

<
0
.
1
‐‐
43
9
‐‐

‐
‐
0.
0
4
9
‐‐
<2

<
0
.
1
‐‐
15
5
3
‐‐

‐
‐
0.
3
9
3
‐‐
<2

0
.
1
3
‐‐
34
0
‐‐

‐
‐
0.
0
6
9
‐‐
<2

<
0
.
1
‐‐
36
1
‐‐

‐
‐
0.
0
5
7
‐‐
<2

<
0
.
1
‐‐
91
0
‐‐

‐
‐
0.
1
7
5
‐‐
<2

<
0
.
1
‐‐
27
1
‐‐

‐
‐
0.
2
8
9
‐‐
<2

<
0
.
1
‐‐
47
8
‐‐

‐
‐
0.
2
2
‐‐
<2

<
0
.
1
‐‐
57
2
‐‐

‐
‐
0.
0
3
4
‐‐
<2

<
0
.
1
‐‐
39
8
‐‐

‐
‐
0.
1
5
3
‐‐
<2

<
0
.
1

5
2
Pa
g
e
 15
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
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4
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9
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Pa
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 16
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐20
D

5
/
5
/
2
0
1
4
MW
‐20
D

9
/
8
/
2
0
1
4
MW
‐20
D

1
/
5
/
2
0
1
5
MW
‐20
D

5
/
4
/
2
0
1
5
MW
‐20
D

9
/
1
/
2
0
1
5
MW
‐20
D

1
/
4
/
2
0
1
6
MW
‐20
D

5
/
2
/
2
0
1
6
MW
‐21
S

1
/
4
/
2
0
1
1
MW
‐21
S

5
/
5
/
2
0
1
1
MW
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S

9
/
7
/
2
0
1
1
MW
‐21
S

1
/
1
2
/
2
0
1
2
MW
‐21
S

5
/
7
/
2
0
1
2
MW
‐21
S

9
/
4
/
2
0
1
2
MW
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S

1
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7
/
2
0
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3
MW
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S

5
/
7
/
2
0
1
3
MW
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9
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3
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2
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3
MW
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1
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3
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2
0
1
4
MW
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S

5
/
5
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2
0
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4
MW
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9
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MW
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MW
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MW
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6
MW
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MW
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D

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/
5
/
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0
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MW
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D

9
/
7
/
2
0
1
1
MW
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D

1
/
1
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/
2
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1
2
MW
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D

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1
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D

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MW
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D

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9
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9
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5
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0
1
6
MW
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1
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1
2
/
2
0
1
2
MW
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S

5
/
7
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2
0
1
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MW
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9
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1
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9
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3
MW
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1
/
1
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/
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0
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4
MW
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5
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µg
/
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/
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g
/
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/
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S
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b
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2

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3
.
1
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‐‐

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10
9
0
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2

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3
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99
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6
2
Pa
g
e
 17
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐2:
 Hi
s
t
o
r
i
c
a
l
 Da
t
a
 fr
o
m
 NP
D
E
S
 Co
m
p
l
i
a
n
c
e
 an
d
 Vo
l
u
n
t
a
r
y
 We
l
l
s
NC
A
C
 2L
 St
a
n
d
a
r
d
:
Un
i
t
s
:
We
l
l
 ID

S
a
m
p
l
e
 Da
t
e
MW
‐22
S

1
/
5
/
2
0
1
5
MW
‐22
S

5
/
4
/
2
0
1
5
MW
‐22
S

9
/
1
/
2
0
1
5
MW
‐22
S

1
/
4
/
2
0
1
6
MW
‐22
S

5
/
2
/
2
0
1
6
MW
‐22
D

1
/
1
2
/
2
0
1
2
MW
‐22
D

5
/
7
/
2
0
1
2
MW
‐22
D

9
/
5
/
2
0
1
2
MW
‐22
D

1
/
7
/
2
0
1
3
MW
‐22
D

5
/
8
/
2
0
1
3
MW
‐22
D

9
/
4
/
2
0
1
3
MW
‐22
D

1
/
1
3
/
2
0
1
4
MW
‐22
D

5
/
5
/
2
0
1
4
MW
‐22
D

9
/
8
/
2
0
1
4
MW
‐22
D

1
/
5
/
2
0
1
5
MW
‐22
D

5
/
4
/
2
0
1
5
MW
‐22
D

9
/
1
/
2
0
1
5
MW
‐22
D

1
/
4
/
2
0
1
6
MW
‐22
D

5
/
2
/
2
0
1
6
MW
‐23
D

1
/
4
/
2
0
1
1
MW
‐23
D

5
/
5
/
2
0
1
1
MW
‐23
D

9
/
7
/
2
0
1
1
MW
‐23
D

1
/
1
2
/
2
0
1
2
MW
‐23
D

5
/
7
/
2
0
1
2
MW
‐23
D

9
/
4
/
2
0
1
2
MW
‐23
D

1
/
7
/
2
0
1
3
MW
‐23
D

5
/
8
/
2
0
1
3
MW
‐23
D

9
/
4
/
2
0
1
3
MW
‐23
D

1
/
1
3
/
2
0
1
4
MW
‐23
D

5
/
5
/
2
0
1
4
MW
‐23
D

9
/
8
/
2
0
1
4
MW
‐23
D

1
/
5
/
2
0
1
5
MW
‐23
D

5
/
4
/
2
0
1
5
MW
‐23
D

9
/
1
/
2
0
1
5
MW
‐23
D

1
/
4
/
2
0
1
6
MW
‐23
D

5
/
2
/
2
0
1
6
50

0
.
2

1
0
0

1

1

2
0

1

N
S
µg
/
L

µ
g
/
L

µ
g
/
L

m
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

N
T
U
Ma
n
g
a
n
e
s
e

T
h
a
l
l
i
u
m

N
i
c
k
e
l

Z
i
n
c

A
n
t
i
m
o
n
y
*

S
e
l
e
n
i
u
m

M
e
r
c
u
r
y

T
u
r
b
i
d
i
t
y
 (Field)
92
4
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.
2

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5

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.
0
0
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1

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0
.
0
5

6
.
5
2
55
9
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.
2

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.
0
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5

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0
.
0
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7
.
6
96
5
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.
2

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5

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0
.
0
0
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1

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0
.
0
5

3
.
0
3
73
4
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.
2

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5

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0
.
0
0
5
1.
7
2
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0
.
0
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3
.
2
9
75
6
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2

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0
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.
0
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3
.
2
9
26
1
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.
2

5

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0
1
3
1.
2
3
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0
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0
5

8
0
.
3
7

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.
2

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0
.
0
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1.
6
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2
.
3
2
14
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.
2

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5

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2

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4
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2
70
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54
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2

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0
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0
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0
5

7
.
3
37

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2

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0
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5

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0
.
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3
.
8
9
35

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0
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0
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4
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7
5
23

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2

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0
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1.
6
3
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0
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3
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1
9
16

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2

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2
5
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0
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4
.
3
5
10

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0
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2

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9
3
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3
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8
13

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40
3
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45

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.
0
0
6

<
1

<
1

<
0
.
0
5

2
4
.
4
27

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0
.
2

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5

0
.
0
0
7

<
1

<
1

<
0
.
0
5

1
9
.
6
39

<
0
.
2

<
5

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0
.
0
0
5

<
1

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1

<
0
.
0
5

2
2
.
7
49
3
<0
.
2

<
5

0
.
0
0
8
1.
0
4
<1

<
0
.
0
5

4
9
.
8
71
<0
.
2

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5

<
0
.
0
0
5
1.
4
<1

<
0
.
0
5

2
7
.
1
18

<
0
.
2

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5

<
0
.
0
0
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0
.
0
5

2
6
.
7
No
t
e
s
:
1.2.3.4.5.6.7.8.9.
10
.
In
t
e
r
i
m
 Ma
x
i
m
u
m
 Al
l
o
w
a
b
l
e
 Co
n
c
e
n
t
r
a
t
i
o
n
s
 (I
M
A
C
s
)
 ca
n
 be
 fo
u
n
d
 in
 Ap
p
e
n
d
i
x
 #1
 of
 15
A
 NC
A
C
 Su
b
c
h
a
p
t
e
r
 02
L
 Cl
a
s
s
i
f
i
c
a
t
i
o
n
s
 and  Water  Quality  Standards  
Ap
p
l
i
c
a
b
l
e
 to
 th
e
 Gr
o
u
n
d
w
a
t
e
r
s
 of
 No
r
t
h
 Ca
r
o
l
i
n
a
SU
 in
d
i
c
a
t
e
s
 pH
 va
l
u
e
s
 me
a
s
u
r
e
d
 in
 st
a
n
d
a
r
d
 un
i
t
s
NT
U
 in
d
i
c
a
t
e
s
 tu
r
b
i
d
i
t
y
 va
l
u
e
s
 me
a
s
u
r
e
d
 in
 Ne
p
h
a
l
o
m
e
t
r
i
c
 Tu
r
b
i
d
i
t
y
 Un
i
t
s
Pa
r
a
m
e
t
e
r
s
 ar
e
 co
m
p
a
r
e
d
 to
 st
a
n
d
a
r
d
s
 fo
u
n
d
 in
 15
A
 NC
A
C
 Su
b
c
h
a
p
t
e
r
 02
L
 Cl
a
s
s
i
f
i
c
a
t
i
o
n
s
 an
d
 Wa
t
e
r
 Qu
a
l
i
t
y
 St
a
n
d
a
r
d
s
 Ap
p
l
i
c
a
b
l
e
 to  the  Groundwaters  of  
No
r
t
h
 Ca
r
o
l
i
n
a
2L
 St
a
n
d
a
r
d
s
 ar
e
 es
t
a
b
l
i
s
h
e
d
 as
 pa
r
t
 of
 15
A
 NC
A
C
 02
L
 .0
2
0
2

°C
 in
d
i
c
a
t
e
s
 te
m
p
e
r
a
t
u
r
e
 me
a
s
u
r
e
d
 in
 de
g
r
e
e
s
 ce
l
s
i
u
s
mV
 in
d
i
c
a
t
e
s
 ox
i
d
a
t
i
o
n
/
r
e
d
u
c
t
i
o
n
 po
t
e
n
t
i
a
l
 me
a
s
u
r
e
d
 in
 mi
l
l
i
v
o
l
t
s
µΩ /c
m
 in
d
i
c
a
t
e
s
 sp
e
c
i
f
i
c
 co
n
d
u
c
t
i
v
i
t
y
 me
a
s
u
r
e
d
 in
 mi
c
r
o
m
h
o
s
 pe
r
 ce
n
t
i
m
e
t
e
r
mg
/
L
 in
d
i
c
a
t
e
s
 co
n
c
e
n
t
r
a
t
i
o
n
s
 me
a
s
u
r
e
d
 in
 mi
l
l
i
g
r
a
m
s
 pe
r
 li
t
e
r
µg
/
L
 in
d
i
c
a
t
e
s
 co
n
c
e
n
t
r
a
t
i
o
n
s
 me
a
s
u
r
e
d
 in
 mi
c
r
o
g
r
a
m
s
 pe
r
 li
t
e
r
Pa
g
e
 18
 of
 18
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 1 ‐3:
 2L
 Gr
o
u
n
d
w
a
t
e
r
 St
a
n
d
a
r
d
 Ex
c
e
e
d
a
n
c
e
s
 fr
o
m
 NP
D
E
S
 Sa
m
p
l
i
n
g
2L
 St
a
n
d
a
r
d
:

1

1
0

7
0
0

3
0
0

5
0

2
5
0
,
0
0
0

5
0
0
,
0
0
0

0
.
2

6
.
5
 – 8.5
Un
i
t
s
:

µ
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

µ
g
/
L

S
U
We
l
l
 ID

D
a
t
e
 Ra
n
g
e

A
n
t
i
m
o
n
y

A
r
s
e
n
i
c

B
o
r
o
n

I
r
o
n

M
a
n
g
a
n
e
s
e

S
u
l
f
a
t
e

T
D
S

T
h
a
l
l
i
u
m

p
H
MW
‐20
S

1
/
4
/
2
0
1
1
 – 5/
2
/
2
0
1
6

1
.
0
4

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

2
,
3
5
0
 – 3,
1
9
0

7
8
9
 – 94
5

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

0
.
4
5

5
.
8
2
 – 6.24
MW
‐20
D

1
/
4
/
2
0
1
1
 – 5/
2
/
2
0
1
6

1
.
0
6
 – 1.
1

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

4
8
9
 – 55
3

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Exceedances

N
o
 Exceedances
MW
‐21
S

1
/
4
/
2
0
1
1
 – 5/
2
/
2
0
1
6

1
.
0
2
 – 1.
3
3

1
6
.
8
 – 44
.
7

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

3
0
6
 – 1,
5
3
0

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Exceedances

6
.
4
5
 – 6.47
MW
‐21
D

1
/
4
/
2
0
1
1
 – 5/
2
/
2
0
1
6

1
.
0
5

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

3
7
6
 – 70
1

8
2
0
 – 1,
0
7
0

2
7
0
,
0
0
0
 – 35
0
,
0
0
0

6
0
0
,
0
0
0
 – 77
0
,
0
0
0

N
o
 Exceedances

N
o
 Exceedances
MW
‐22
S

1
/
1
2
/
2
0
1
2
 – 5/
2
/
2
0
1
6

1
.
7
2

N
o
 Ex
c
e
e
d
a
n
c
e
s

8
2
9
 – 90
3

7
,
2
5
0
 – 19
,
4
0
0

5
5
9
 – 96
5

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Exceedances

N
o
 Exceedances
MW
‐22
D

1
/
1
2
/
2
0
1
2
 – 5/
2
/
2
0
1
6

1
.
0
6
 – 1.
9
3

N
o
 Ex
c
e
e
d
a
n
c
e
s

7
1
1
 – 80
6

3
4
2
 – 1,
0
1
0

5
4
 – 26
1

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Exceedances

N
o
 Exceedances
MW
‐23
D

1
/
4
/
2
0
1
1
 – 5/
2
/
2
0
1
6

1
.
0
4
 – 1.
4

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

3
2
6
 – 1,
7
0
0

6
1
 – 56
6

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Ex
c
e
e
d
a
n
c
e
s

N
o
 Exceedances

5
.
6
7
 – 6.49
No
t
e
s
:
1.2.3.4.5.
mg
/
L
 in
d
i
c
a
t
e
s
 co
n
c
e
n
t
r
a
t
i
o
n
s
 me
a
s
u
r
e
d
 in
 mi
l
l
i
g
r
a
m
s
 pe
r
 li
t
e
r
Qu
a
l
i
t
y
 St
a
n
d
a
r
d
s
 Ap
p
l
i
c
a
b
l
e
 to
 th
e
 Gr
o
u
n
d
w
a
t
e
r
s
 of
 No
r
t
h
 Ca
r
o
l
i
n
a
µg
/
L
 in
d
i
c
a
t
e
s
 co
n
c
e
n
t
r
a
t
i
o
n
s
 me
a
s
u
r
e
d
 in
 mi
c
r
o
g
r
a
m
s
 pe
r
 li
t
e
r
SU
 in
d
i
c
a
t
e
s
 pH
 va
l
u
e
s
 me
a
s
u
r
e
d
 in
 st
a
n
d
a
r
d
 un
i
t
s
Pa
r
a
m
e
t
e
r
s
 ar
e
 co
m
p
a
r
e
d
 to
 st
a
n
d
a
r
d
s
 fo
u
n
d
 in
 15
A
 NC
A
C
 Su
b
c
h
a
p
t
e
r
 02
L
 Cl
a
s
s
i
f
i
c
a
t
i
o
n
s
 an
d
 Wa
t
e
r
 Qu
a
l
i
t
y
 St
a
n
d
a
r
d
s
 Ap
p
l
i
c
a
b
l
e
 to
 th
e

Gr
o
u
n
d
w
a
t
e
r
s
 of
 No
r
t
h
 Ca
r
o
l
i
n
a
 2L
 St
a
n
d
a
r
d
s
 ar
e
 es
t
a
b
l
i
s
h
e
d
 as
 pa
r
t
 of
 15
A
 NC
A
C
 02
L
 .0
2
0
2

In
t
e
r
i
m
 Ma
x
i
m
u
m
 Al
l
o
w
a
b
l
e
 Co
n
c
e
n
t
r
a
t
i
o
n
s
 (I
M
A
C
s
)
 ca
n
 be
 fo
u
n
d
 in
 Ap
p
e
n
d
i
x
 #1
 of
 15
A
 NC
A
C
 Su
b
c
h
a
p
t
e
r
 02
L
 Cl
a
s
s
i
f
i
c
a
t
i
o
n
s
 an
d
 Wa
t
e
r

Pa
g
e
 1  of
 1
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐1:

Re
s
p
o
n
s
e
s
 to
 Gl
o
b
a
l
 NC
D
E
Q
 Co
m
m
e
n
t
s
Ty
p
e
Co
m
m
e
n
t

Nu
m
b
e
r
Co
m
m
e
n
t

G
e
n
e
r
a
l
 Re
s
o
l
u
t
i
o
n
Ge
n
e
r
a
l
1
Ch
e
c
k
 la
t
i
t
u
d
e
 an
d
 lo
n
g
i
t
u
d
e
 sh
o
w
n
 on
 re
p
o
r
t
 co
v
e
r
 pa
g
e
s
 (t
h
e

co
n
v
e
r
s
i
o
n
 ap
p
e
a
r
s
 to
 be
 in
c
o
r
r
e
c
t
 on
 th
e
 Mo
o
r
e
s
v
i
l
l
e
 re
g
i
o
n

re
p
o
r
t
s
 an
d
 ne
e
d
s
 to
 be
 re
c
o
n
c
i
l
e
d
)
.
HD
R
 wi
l
l
 re
v
i
e
w
 an
d
 pr
o
v
i
d
e
 co
r
r
e
c
t
e
d
 la
t
i
t
u
d
e
 an
d
 lo
n
g
i
t
u
d
e
 co
o
r
d
i
n
a
t
e
s
 for  the  sites  in  forthcoming  
re
p
o
r
t
s
,
 if
 ne
e
d
e
d
.
Ba
c
k
g
r
o
u
n
d
2
Us
e
 te
r
m
i
n
o
l
o
g
y
 PE
P
A
 “p
r
o
v
i
s
i
o
n
a
l
 es
t
i
m
a
t
e
s
 fo
r
 pu
r
p
o
s
e
s
 of

as
s
e
s
s
m
e
n
t
”
 pr
o
v
i
d
e
 fo
r
 ba
c
k
g
r
o
u
n
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 of
 CO
I
s
.
"P
r
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
"
 or
 PP
B
C
s
 is
 th
e
 terminology  used  for  statistically  
de
t
e
r
m
i
n
e
d
 ba
c
k
g
r
o
u
n
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 in
 th
e
 CA
P
 re
p
o
r
t
i
n
g
.
 PP
B
C
s
 are  discussed  in  CAP  Part  1, Section  2.  
Th
e
 ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  
4.
CO
I
3
Us
e
 re
s
u
l
t
s
 fr
o
m
 po
r
e
w
a
t
e
r
,
 gr
o
u
n
d
w
a
t
e
r
 an
d
 ot
h
e
r
 me
d
i
a
 to

de
v
e
l
o
p
 CO
I
 li
s
t
.
CO
I
s
 we
r
e
 se
l
e
c
t
e
d
 ba
s
e
d
 on
 ex
c
e
e
d
a
n
c
e
s
 fo
u
n
d
 in
 po
r
e
w
a
t
e
r
,
 gr
o
u
n
d
w
a
t
e
r
,
 soil, and  surface  water  
sa
m
p
l
e
 re
s
u
l
t
s
.
CO
I
4
Cr
(
V
I
)
 – in
c
l
u
d
e
 as
 CO
I
 at
 ea
c
h
 si
t
e
 du
e
 to
 in
t
e
r
e
s
t
 an
d
 du
e
 to

re
c
e
p
t
o
r
 we
l
l
 re
s
u
l
t
s
.
 Us
e
 NC
D
H
H
S
 sc
r
e
e
n
i
n
g
 va
l
u
e
.
He
x
a
v
a
l
e
n
t
 Ch
r
o
m
i
u
m
 is
 in
c
l
u
d
e
d
 as
 a  CO
I
 in
 CA
P
 Pa
r
t
 1  da
t
a
 ta
b
l
e
s
 and  is  considered  with  respect  to  the  
NC
 DH
H
S
 sc
r
e
e
n
i
n
g
 le
v
e
l
 an
d
 ha
s
 be
e
n
 ca
r
r
i
e
d
 fo
r
w
a
r
d
 wi
t
h
 su
b
s
e
q
u
e
n
t
 evaluations. Samples  were  
an
a
l
y
z
e
d
 fo
r
 He
x
a
v
a
l
e
n
t
 Ch
r
o
m
i
u
m
 in
 se
l
e
c
t
 gr
o
u
n
d
w
a
t
e
r
 mo
n
i
t
o
r
i
n
g
 wells, and  further  Cr(VI) evaluation  
ma
y
 ta
k
e
 pl
a
c
e
 ba
s
e
d
 on
 th
e
 re
s
u
l
t
s
 of
 ea
c
h
 si
t
e
 re
s
p
e
c
t
i
v
e
l
y
.
 CA
P
 Part  1, Section  1.9.2  states  that  Cr(VI) is  
in
c
l
u
d
e
d
 in
 th
e
 CO
I
 li
s
t
.
CO
I
5
Ne
e
d
 to
 ev
a
l
u
a
t
e
 va
n
a
d
i
u
m
 an
d
 st
r
o
n
t
i
u
m
 at
 ev
e
r
y
 si
t
e
 to
 sh
o
w

di
f
f
e
r
e
n
c
e
s
 be
t
w
e
e
n
 ba
c
k
g
r
o
u
n
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 an
d
 po
t
e
n
t
i
a
l

so
u
r
c
e
‐re
l
a
t
e
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
.
Va
n
a
d
i
u
m
 ha
s
 be
e
n
 co
n
s
i
d
e
r
e
d
 ac
r
o
s
s
 th
e
 si
t
e
s
 in
 CS
A
 re
p
o
r
t
i
n
g
.
 St
r
o
n
t
i
u
m
 was  not  included  in  the  CSA  
ta
b
l
e
s
,
 ho
w
e
v
e
r
 st
r
o
n
t
i
u
m
 da
t
a
 wa
s
 co
l
l
e
c
t
e
d
 wi
t
h
 ot
h
e
r
 co
n
s
t
i
t
u
e
n
t
s
,
 including  vanadium, and  is  
pr
e
s
e
n
t
e
d
 in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2.
CO
I

-

R
e
c
e
p
t
o
r
s
6

A
d
d
 ev
a
l
u
a
t
i
o
n
 of
 re
c
e
p
t
o
r
 we
l
l
s
 in
 CA
P
.
Wa
t
e
r
 su
p
p
l
y
 we
l
l
s
 ar
e
 sh
o
w
n
 on
 Fi
g
u
r
e
 1 ‐3  in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  along  with  analytical  results  
fa
c
i
l
i
t
a
t
i
n
g
 th
e
 in
t
e
r
p
r
e
t
a
t
i
o
n
 of
 re
c
e
p
t
o
r
 wa
t
e
r
 qu
a
l
i
t
y
 re
l
a
t
i
v
e
 to
 si
t
e
 water  quality.
CO
I

-

R
e
c
e
p
t
o
r
s
7
Pr
i
v
a
t
e
 an
d
 pu
b
l
i
c
 wa
t
e
r
 su
p
p
l
y
 we
l
l
s
 sa
m
p
l
e
d
 sh
o
u
l
d
 be
 sh
o
w
n

on
 a  ma
p
 wi
t
h
 zo
o
m
 in
 bo
x
e
s
 sh
o
w
i
n
g
 co
n
c
e
n
t
r
a
t
i
o
n
 re
s
u
l
t
s
 ev
e
n

if
 be
l
o
w
 2L
.
Wa
t
e
r
 su
p
p
l
y
 we
l
l
s
 ar
e
 sh
o
w
n
 on
 Fi
g
u
r
e
 1 ‐3  in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  along  with  analytical  results  
fa
c
i
l
i
t
a
t
i
n
g
 th
e
 in
t
e
r
p
r
e
t
a
t
i
o
n
 of
 re
c
e
p
t
o
r
 wa
t
e
r
 qu
a
l
i
t
y
 re
l
a
t
i
v
e
 to
 si
t
e
 water  quality.
CO
I

-

R
e
c
e
p
t
o
r
s
8

A
d
d
 ta
b
l
e
 wi
t
h
 al
l
 re
c
e
p
t
o
r
 we
l
l
 re
s
u
l
t
s
.
Wa
t
e
r
 su
p
p
l
y
 we
l
l
s
 ar
e
 sh
o
w
n
 on
 Fi
g
u
r
e
 1 ‐3  in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  along  with  analytical  results  
fa
c
i
l
i
t
a
t
i
n
g
 th
e
 in
t
e
r
p
r
e
t
a
t
i
o
n
 of
 re
c
e
p
t
o
r
 wa
t
e
r
 qu
a
l
i
t
y
 re
l
a
t
i
v
e
 to
 si
t
e
 water  quality.
CO
I

-

R
e
c
e
p
t
o
r
s
9
Al
l
 pr
i
v
a
t
e
 re
c
e
p
t
o
r
 we
l
l
s
 sh
o
w
n
 on
 fi
g
u
r
e
s
 (u
s
e
 or
 ad
d
 DE
Q

de
s
i
g
n
a
t
i
o
n
s
)
.
Sh
o
w
 re
s
u
l
t
s
 fo
r
 de
t
e
c
t
i
o
n
 co
n
s
t
i
t
u
e
n
t
s
.
Ad
d
 st
r
o
n
t
i
u
m
.
Al
l
 wa
t
e
r
 su
p
p
l
y
 we
l
l
s
 ar
e
 sh
o
w
n
 on
 Fi
g
u
r
e
 1 ‐3.

Th
o
s
e
 wa
t
e
r
 su
p
p
l
y
 wells  that  can  be  shown  in  the  
vi
e
w
p
o
r
t
s
 of
 th
e
 th
e
 po
t
e
n
t
i
o
m
e
t
r
i
c
 su
r
f
a
c
e
 an
d
 is
o
c
o
n
c
e
n
t
r
a
t
i
o
n
 fi
g
u
r
e
s
 in  the  CSA  Supplement  2  are  also  
in
c
l
u
d
e
d
.

A  ta
b
l
e
 of
 an
a
l
y
t
i
c
a
l
 re
s
u
l
t
s
,
 in
c
l
u
d
i
n
g
 st
r
o
n
t
i
u
m
,
 is
 in
c
l
u
d
e
d
 on  Figure  1 ‐3.  
CO
I
10
Ad
d
 to
t
a
l
 ur
a
n
i
u
m
 an
d
 Ra
2
2
6
+
2
2
8
.
 DE
Q
 co
n
s
i
d
e
r
s
 ra
d
i
o
n
u
c
l
i
d
e
s
 to

be
 a  dr
i
v
e
r
 of
 al
p
h
a
 ac
t
i
v
i
t
y
 in
 th
e
 as
h
 ba
s
i
n
s
.
 Sa
m
p
l
e
 th
e
 fo
l
l
o
w
i
n
g

lo
c
a
t
i
o
n
s
 bo
t
h
 be
l
o
w
 as
h
 po
n
d
s
 an
d
 ot
h
e
r
 do
w
n
g
r
a
d
i
e
n
t
 ar
e
a
s

wh
e
r
e
 ot
h
e
r
 co
n
s
t
i
t
u
e
n
t
 co
n
c
e
n
t
r
a
t
i
o
n
s
 ar
e
 hi
g
h
:

Do
w
n
g
r
a
d
i
e
n
t
 mo
n
i
t
o
r
i
n
g
 we
l
l
 lo
c
a
t
i
o
n
s
,
 at
 lo
c
a
t
i
o
n
s
 wi
t
h

ex
c
e
e
d
a
n
c
e
s
,
 an
d
 at
 ba
c
k
g
r
o
u
n
d
 lo
c
a
t
i
o
n
s
.

Ur
a
n
i
u
m
 an
d
 Ra
2
2
6
+
2
2
8
 ma
y
 be
 in
c
l
u
d
e
d
 in
 NP
D
E
S
 mo
n
i
t
o
r
i
n
g
.
Li
s
t
 Fe
d
e
r
a
l
 MC
L
 as
 st
a
n
d
a
r
d
 fo
r
 Ra
 22
6
‐22
8
 an
d
 ur
a
n
i
u
m
.
Se
l
e
c
t
 we
l
l
s
 lo
c
a
t
e
d
 do
w
n
s
t
r
e
a
m
 an
d
 al
o
n
g
 tr
a
n
s
e
c
t
s
 we
r
e
 sa
m
p
l
e
d
 for  these  constituents  in  the  CSA  and  
Po
s
t
‐CS
A
 sa
m
p
l
i
n
g
 pe
r
i
o
d
s
.

At
 th
e
 ti
m
e
 of
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2,
 th
e
 analytical  results  from  Round  5  had  
be
e
n
 re
c
e
i
v
e
d
 an
d
 up
o
n
 re
v
i
e
w
,
 we
r
e
 re
c
o
m
m
e
n
d
e
d
 fo
r
 re
‐is
s
u
e
 pr
i
o
r
 to  completing  review  and  inclusion  
in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2.

Up
o
n
 re
c
e
i
p
t
,
 th
e
s
e
 da
t
a
 wi
l
l
 be
 pr
o
v
i
d
e
d
 in  a  subsequent  submittal.  
So
u
r
c
e

C
h
a
r
a
c
t
e
r
i
z
a
t
i
o
n
11
Ad
d
r
e
s
s
 so
i
l
s
 as
 be
i
n
g
 pr
i
m
a
r
y
 an
d
 se
c
o
n
d
a
r
y
 so
u
r
c
e
s
 – ad
d
r
e
s
s
 in

CA
P
 an
d
 CS
A
 su
p
p
l
e
m
e
n
t
.
A  se
p
a
r
a
t
e
 ri
s
k
 as
s
e
s
s
m
e
n
t
 ha
s
 be
e
n
 pr
o
v
i
d
e
d
 su
b
s
e
q
u
e
n
t
 to
 th
e
 CS
A
 report  by  Duke  Energy  via  Haley  & 
Al
d
r
i
t
c
h
.
So
u
r
c
e

C
h
a
r
a
c
t
e
r
i
z
a
t
i
o
n
12
De
s
c
r
i
b
e
 ho
w
 ge
o
c
h
e
m
i
c
a
l
 co
n
d
i
t
i
o
n
s
 ma
y
 af
f
e
c
t
 re
l
e
a
s
e
 of

na
t
u
r
a
l
l
y
 oc
c
u
r
r
i
n
g
 co
n
s
t
i
t
u
e
n
t
s
 su
c
h
 as
 ir
o
n
 an
d
 ma
n
g
a
n
e
s
e
.
Di
s
c
u
s
s
i
o
n
 of
 ge
o
c
h
e
m
i
c
a
l
 co
n
d
i
t
i
o
n
s
 we
r
e
 pr
o
v
i
d
e
d
 in
 CA
P
 Pa
r
t
 2  with  geochemical  modeling  results.  
So
u
r
c
e

C
h
a
r
a
c
t
e
r
i
z
a
t
i
o
n
13
So
i
l
 to
 be
 id
e
n
t
i
f
i
e
d
 as
 se
c
o
n
d
a
r
y
 so
u
r
c
e
 – du
e
 to
 le
a
c
h
i
n
g
 of
 as
h

on
t
o
 un
s
a
t
u
r
a
t
e
d
 so
i
l
.
A  se
p
a
r
a
t
e
 ri
s
k
 as
s
e
s
s
m
e
n
t
 ha
s
 be
e
n
 pr
o
v
i
d
e
d
 su
b
s
e
q
u
e
n
t
 to
 th
e
 CS
A
 report  by  Duke  Energy  via  Haley  & 
Al
d
r
i
t
c
h
.
Pa
g
e
 1  of
 7
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐1:

Re
s
p
o
n
s
e
s
 to
 Gl
o
b
a
l
 NC
D
E
Q
 Co
m
m
e
n
t
s
Ty
p
e
Co
m
m
e
n
t

Nu
m
b
e
r
Co
m
m
e
n
t

G
e
n
e
r
a
l
 Re
s
o
l
u
t
i
o
n
Ba
c
k
g
r
o
u
n
d
14
Ba
c
k
g
r
o
u
n
d
 so
i
l
 co
n
c
e
n
t
r
a
t
i
o
n
s
 ne
e
d
 to
 be
 ev
a
l
u
a
t
e
d
.
 Na
t
i
v
e
 so
i
l
s

ma
y
 be
 a  so
u
r
c
e
 ba
s
e
d
 on
 ge
o
c
h
e
m
i
c
a
l
 co
n
d
i
t
i
o
n
s
 in
/
b
e
n
e
a
t
h
 th
e

as
h
 po
n
d
s
.
 Ne
e
d
 to
 ad
d
r
e
s
s
 ba
c
k
g
r
o
u
n
d
 so
i
l
 co
n
d
i
t
i
o
n
s
 an
d

re
l
a
t
i
o
n
s
h
i
p
 to
 ob
s
e
r
v
e
d
 2L
 ex
c
e
e
d
a
n
c
e
s
.
Pr
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
 or
 PP
B
C
s
 ar
e
 di
s
c
u
s
s
e
d
 in  CAP  Part  1, Section  2.  The  
ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  4.
Ba
c
k
g
r
o
u
n
d
15
Pr
o
v
i
d
e
 “p
r
o
v
i
s
i
o
n
a
l
 es
t
i
m
a
t
e
s
”
 of
 ba
c
k
g
r
o
u
n
d
 if
 th
e
r
e
 ar
e

in
s
u
f
f
i
c
i
e
n
t
 nu
m
b
e
r
s
 of
 sa
m
p
l
e
s
 fo
r
 st
a
t
i
s
t
i
c
s
.
"P
r
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
"
 or
 PP
B
C
s
 is
 th
e
 terminology  used  for  statistically  
de
t
e
r
m
i
n
e
d
 ba
c
k
g
r
o
u
n
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 in
 th
e
 CA
P
 re
p
o
r
t
i
n
g
.
 PP
B
C
s
 are  discussed  in  CAP  Part  1, Section  2.  
Th
e
 ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  
4.
Ba
c
k
g
r
o
u
n
d
16
A  si
m
i
l
a
r
 an
a
l
y
s
i
s
/
e
v
a
l
u
a
t
i
o
n
 of
 do
w
n
g
r
a
d
i
e
n
t
 so
i
l
s
 an
d
 th
e
i
r

re
l
a
t
i
o
n
s
h
i
p
 to
 2L
 ex
c
e
e
d
a
n
c
e
s
 al
s
o
 ne
e
d
s
 to
 be
 in
c
l
u
d
e
d
 in
 th
e

CA
P
.
Pr
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
 or
 PP
B
C
s
 ar
e
 di
s
c
u
s
s
e
d
 in  CAP  Part  1, Section  2.  The  
ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  4.
Ba
c
k
g
r
o
u
n
d
17
Po
t
e
n
t
i
a
l
 re
l
e
a
s
e
 me
c
h
a
n
i
s
m
s
 ne
e
d
 to
 be
 co
n
s
i
d
e
r
e
d
 in
 th
e
 CA
P

(i
.
e
.
,
 mi
g
r
a
t
i
o
n
 of
 le
a
c
h
a
t
e
 be
n
e
a
t
h
 th
e
 as
h
 ba
s
i
n
,
 et
c
.
)
.
Di
s
c
u
s
s
i
o
n
 of
 po
t
e
n
t
i
a
l
 mi
g
r
a
t
i
o
n
 pa
t
h
w
a
y
s
 is
 di
s
c
u
s
s
e
d
 in
 CA
P
 Pa
r
t
 2, Section  3.3
Ba
c
k
g
r
o
u
n
d
18
Ba
c
k
g
r
o
u
n
d
 de
t
e
r
m
i
n
a
t
i
o
n
s
.
 Ba
c
k
g
r
o
u
n
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 ne
e
d
 to

be
 ev
a
l
u
a
t
e
d
 to
 de
t
e
r
m
i
n
e
 si
t
e
‐sp
e
c
i
f
i
c
 co
n
s
t
i
t
u
e
n
t
 co
n
c
e
n
t
r
a
t
i
o
n

le
v
e
l
s
 an
d
 th
i
s
 ev
a
l
u
a
t
i
o
n
 ne
e
d
s
 to
 be
 in
c
l
u
d
e
d
 in
 CA
P
.
 Us
e
 al
l

av
a
i
l
a
b
l
e
 hi
s
t
o
r
i
c
 da
t
a
 fr
o
m
 co
m
p
l
i
a
n
c
e
 we
l
l
s
 an
d
 ne
w
l
y
 in
s
t
a
l
l
e
d

we
l
l
s
.
"P
r
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
"
 or
 PP
B
C
s
 is
 th
e
 terminology  used  for  statistically  
de
t
e
r
m
i
n
e
d
 ba
c
k
g
r
o
u
n
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 in
 th
e
 CA
P
 re
p
o
r
t
i
n
g
.
 PP
B
C
s
 are  discussed  in  CAP  Part  1, Section  2.  
Th
e
 ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  
4.
Ba
c
k
g
r
o
u
n
d
19
Ba
c
k
g
r
o
u
n
d
 gr
o
u
n
d
w
a
t
e
r
 mo
n
i
t
o
r
i
n
g
 we
l
l
s
 ne
e
d
 to
 be
 sa
m
p
l
e
d
 2  
mo
r
e
 ti
m
e
s
 be
f
o
r
e
 th
e
 en
d
 of
 20
1
5
 (s
a
m
p
l
e
s
 ne
e
d
 to
 be

sp
e
c
i
a
t
e
d
)
.
Th
e
s
e
 sa
m
p
l
e
s
 ha
v
e
 be
e
n
 co
l
l
e
c
t
e
d
.
 Da
t
a
 fr
o
m
 Ro
u
n
d
s
 2  th
r
o
u
g
h
 4  was  included  in  the  CAP  Part  2.
Ba
c
k
g
r
o
u
n
d
20
Se
p
a
r
a
t
e
 ba
c
k
g
r
o
u
n
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 ne
e
d
 to
 be
 de
t
e
r
m
i
n
e
d
 fo
r

sh
a
l
l
o
w
,
 in
t
e
r
m
e
d
i
a
t
e
 an
d
 de
e
p
 fl
o
w
 la
y
e
r
s
 (a
s
 we
l
l
 as
 an
y
 ot
h
e
r

si
t
e
‐sp
e
c
i
f
i
c
 co
n
d
i
t
i
o
n
s
 li
k
e
 we
t
l
a
n
d
s
)
.
"P
r
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
"
 or
 PP
B
C
s
 ar
e
 di
s
c
u
s
s
e
d
 in  CAP  Part  1, Section  2.  The  
ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  4.  
Th
i
s
 ap
p
r
o
a
c
h
 in
c
l
u
d
e
s
 co
n
s
i
d
e
r
a
t
i
o
n
 to
 th
e
s
e
 ca
l
c
u
a
t
i
o
n
s
 by
 fl
o
w
 la
y
e
r
.
Ba
c
k
g
r
o
u
n
d
21
Us
e
 al
l
 av
a
i
l
a
b
l
e
 si
t
e
 da
t
a
 (i
n
c
l
u
d
e
 ex
a
m
p
l
e
 ba
c
k
g
r
o
u
n
d
 we
l
l
s
 PH
R
,

FG
D
,
 Cr
a
i
g
 Rd
.
)
.
Ba
c
k
g
r
o
u
n
d
 da
t
a
 fr
o
m
 hi
s
t
o
r
i
c
a
l
 so
u
r
c
e
s
 wa
s
 ut
i
l
i
z
e
d
 wh
e
r
e
 ap
p
l
i
c
a
b
l
e
 in  the  CAP  Part  2.
We
l
l

a
n
d

C
o
n
s
t
i
t
u
e
n
t
s
22
We
l
l
s
 mu
s
t
 me
e
t
 2C
 ru
l
e
 re
q
u
i
r
e
m
e
n
t
s
;
 tu
r
b
i
d
i
t
y
 ca
n
n
o
t
 im
p
a
c
t

re
s
u
l
t
s
.
Re
s
u
l
t
s
 fr
o
m
 Ro
u
n
d
 5  sa
m
p
l
i
n
g
 ar
e
 pr
e
s
e
n
t
e
d
 in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  and  wells  with  turbidity  results  
ab
o
v
e
 10
 NT
U
 ar
e
 id
e
n
t
i
f
i
e
d
 so
 th
a
t
 re
s
u
l
t
s
 ma
y
 be
 qu
a
l
i
f
i
e
d
 up
o
n
 re
v
i
e
w
.

We
l
l

a
n
d

C
o
n
s
t
i
t
u
e
n
t
s
23
El
e
v
a
t
e
d
 pH
 an
d
 tu
r
b
i
d
i
t
y
 mu
s
t
 be
 ad
d
r
e
s
s
e
d
 or
 we
l
l
 mu
s
t
 be

re
d
e
v
e
l
o
p
e
d
 or
 re
p
l
a
c
e
d
.
Du
k
e
 En
e
r
g
y
 ha
s
 in
s
t
a
l
l
e
d
 ad
d
i
t
i
o
n
a
l
 mo
n
i
t
o
r
i
n
g
 we
l
l
s
 to
 ad
d
r
e
s
s
 co
n
c
e
r
n
s
 with  elevated  pH  and  turbidity  
se
e
n
 wh
e
n
 sa
m
p
l
i
n
g
 as
 we
l
l
 as
 to
 re
f
i
n
e
 un
d
e
r
s
t
a
n
d
i
n
g
 of
 ex
c
e
e
d
a
n
c
e
s
.
  Results  from  the  Round  5, 
in
c
l
u
d
i
n
g
 ad
d
i
t
i
o
n
a
l
 as
s
e
s
s
m
e
n
t
 we
l
l
s
,
 ha
s
 be
e
n
 in
c
l
u
d
e
d
 in
 CS
A
 Su
p
p
l
e
m
e
n
t
 2.  
We
l
l

a
n
d

C
o
n
s
t
i
t
u
e
n
t
s
24
In
c
l
u
d
e
 di
s
c
u
s
s
i
o
n
 of
 pH
 an
d
 tu
r
b
i
d
i
t
y
 in
 ba
c
k
g
r
o
u
n
d
 we
l
l

di
s
c
u
s
s
i
o
n
.
"P
r
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
"
 or
 PP
B
C
s
 ar
e
 di
s
c
u
s
s
e
d
 in  CAP  Part  1, Section  2.  The  
ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  4.  
Th
i
s
 ap
p
r
o
a
c
h
 in
c
l
u
d
e
s
 co
n
s
i
d
e
r
a
t
i
o
n
 to
 th
e
s
e
 ca
l
c
u
a
t
i
o
n
s
 by
 ut
i
l
i
z
i
n
g
 viable  samples  below  10  NTU.
We
l
l

a
n
d

C
o
n
s
t
i
t
u
e
n
t
s
25

R
e
s
u
l
t
s
 ab
o
v
e
 10
 NT
U
 to
 be
 re
m
o
v
e
d
 fr
o
m
 da
t
a
 se
t
 fo
r
 st
a
t
i
s
t
i
c
s
.
"P
r
o
p
o
s
e
d
 Pr
o
v
i
s
i
o
n
a
l
 Ba
c
k
g
r
o
u
n
d
 Co
n
c
e
n
t
r
a
t
i
o
n
s
"
 or
 PP
B
C
s
 ar
e
 di
s
c
u
s
s
e
d
 in  CAP  Part  1, Section  2.  The  
ap
p
r
o
a
c
h
 to
 re
f
i
n
e
 PP
B
C
s
 wh
e
n
 ad
d
i
t
i
o
n
a
l
 da
t
a
 is
 av
a
i
l
a
b
l
e
 is
 pr
e
s
e
n
t
e
d
 in  CSA  Supplement  2, Section  4.  
Th
i
s
 ap
p
r
o
a
c
h
 in
c
l
u
d
e
s
 co
n
s
i
d
e
r
a
t
i
o
n
 to
 th
e
s
e
 ca
l
c
u
a
t
i
o
n
s
 by
 ut
i
l
i
z
i
n
g
 viable  samples  below  10  NTU.
So
i
l

C
o
n
t
a
m
i
n
a
t
i
o
n
26
So
i
l
 co
n
t
a
m
i
n
a
t
i
o
n
 pl
u
m
e
s
 do
 no
t
 ap
p
e
a
r
 to
 be
 we
l
l
 de
l
i
n
e
a
t
e
d
.

Sh
o
w
 ex
t
e
n
t
 of
 pl
a
n
 fi
g
u
r
e
s
 an
d
 on
 cr
o
s
s
 se
c
t
i
o
n
s
.
Ve
r
t
i
c
a
l
 de
l
i
n
e
a
t
i
o
n
 of
 CO
I
s
 ar
e
 no
t
e
d
 on
 cr
o
s
s
 se
c
t
i
o
n
s
 in
c
l
u
d
e
d
 in
 the  CSA  Supplement  2.
Pa
g
e
 2  of
 7
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐1:

Re
s
p
o
n
s
e
s
 to
 Gl
o
b
a
l
 NC
D
E
Q
 Co
m
m
e
n
t
s
Ty
p
e
Co
m
m
e
n
t

Nu
m
b
e
r
Co
m
m
e
n
t

G
e
n
e
r
a
l
 Re
s
o
l
u
t
i
o
n
So
i
l

C
o
n
t
a
m
i
n
a
t
i
o
n
27
Co
m
p
a
r
e
 so
i
l
 re
s
u
l
t
s
 to
 Pr
e
l
i
m
i
n
a
r
y
 So
i
l
 Re
m
e
d
i
a
t
i
o
n
 Go
a
l
s
 (P
S
R
G
)

fo
r
 pr
o
t
e
c
t
i
o
n
 of
 gr
o
u
n
d
w
a
t
e
r
 st
a
n
d
a
r
d
s
 (P
O
G
)
.
Wh
e
r
e
 ad
d
i
t
i
o
n
a
l
 so
i
l
 sa
m
p
l
e
s
 we
r
e
 co
l
l
e
c
t
e
d
 as
 pa
r
t
 of
 th
e
 in
s
t
a
l
l
a
t
i
o
n
 of  additional  assessment  wells, 
th
o
s
e
 re
s
u
l
t
s
 wi
l
l
 be
 pr
e
s
e
n
t
e
d
 to
 PS
R
G
 PO
G
 st
a
n
d
a
r
d
s
.

So
i
l

C
o
n
t
a
m
i
n
a
t
i
o
n
28
MR
L
 vs
.
 PO
G
 ar
e
 is
s
u
e
 fo
r
 se
l
e
c
t
e
d
 co
n
s
t
i
t
u
e
n
t
s
;
 th
i
s
 ma
y
 re
q
u
i
r
e

re
s
a
m
p
l
i
n
g
.
Du
k
e
 En
e
r
g
y
 wo
r
k
e
d
 wi
t
h
 th
e
 la
b
s
 to
 re
d
u
c
e
 th
e
 re
p
o
r
t
i
n
g
 li
m
i
t
s
.
 Ho
w
e
v
e
r
,
 lowering  the  MRL  to  below  the  
PO
G
 wa
s
 no
t
 ab
l
e
 to
 be
 ac
h
i
e
v
e
d
 to
 da
t
e
 fo
r
 ce
r
t
a
i
n
 co
n
s
t
i
t
u
e
n
t
s
.

So
i
l

C
o
n
t
a
m
i
n
a
t
i
o
n
29
So
i
l
s
 PS
R
G
s
,
 de
t
e
c
t
i
o
n
 li
m
i
t
s
 ab
o
v
e
 st
a
n
d
a
r
d
s
 is
 pr
o
b
l
e
m
a
t
i
c
.

Re
v
i
e
w
 IH
S
B
 Gu
i
d
e
l
i
n
e
s
 fo
r
 As
s
e
s
s
m
e
n
t
 an
d
 Cl
e
a
n
u
p
 se
c
t
i
o
n

4.
1
.
1
.
2
 to
 de
v
e
l
o
p
 si
t
e
 sp
e
c
i
f
i
c
 ba
c
k
g
r
o
u
n
d
 va
l
u
e
s
 fo
r
 so
i
l
,
 if

ap
p
l
i
c
a
b
l
e
Du
k
e
 En
e
r
g
y
 wo
r
k
e
d
 wi
t
h
 th
e
 la
b
s
 to
 re
d
u
c
e
 th
e
 re
p
o
r
t
i
n
g
 li
m
i
t
s
.
 Ho
w
e
v
e
r
,
 lowering  the  MRL  to  below  the  
PO
G
 wa
s
 no
t
 ab
l
e
 to
 be
 ac
h
i
e
v
e
d
 to
 da
t
e
 fo
r
 ce
r
t
a
i
n
 co
n
s
t
i
t
u
e
n
t
s
.

So
i
l

C
o
n
t
a
m
i
n
a
t
i
o
n
30

C
r
(
V
I
)
 is
 dr
i
v
i
n
g
 ri
s
k
,
 us
e
 Cr
(
V
I
)
 in
 re
v
i
e
w
.

I
n
 th
e
 CA
P
 re
p
o
r
t
i
n
g
 as
 we
l
l
 as
 CS
A
 Su
p
p
l
e
m
e
n
t
 2,
 Cr
(
V
I
)
 is
 ad
d
e
d
 to
 the  list  of  COIs  in  groundwater.
So
i
l

C
o
n
t
a
m
i
n
a
t
i
o
n
31

N
e
e
d
 to
 co
m
p
a
r
e
 so
i
l
s
 re
s
u
l
t
s
 to
 Cr
(
V
I
)
 (n
o
t
 Cr
(
I
I
I
)
)
.
So
i
l
s
 wi
l
l
 be
 co
m
p
a
r
e
d
 to
 th
e
 PS
R
G
 PO
G
 Cr
(
V
I
)
 st
a
n
d
a
r
d
 of
 3.
8
 mg
/
k
g
 in  subsequent  reporting, where  
ad
d
i
t
i
o
n
a
l
 so
i
l
 sa
m
p
l
e
s
 we
r
e
 co
l
l
e
c
t
e
d
.
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
32
Hy
d
r
o
l
o
g
y
/
g
e
o
l
o
g
i
c
 co
n
t
r
o
l
s
 an
d
 th
e
 ef
f
e
c
t
s
 on
 co
n
t
a
m
i
n
a
n
t

di
s
t
r
i
b
u
t
i
o
n
 an
d
 tr
a
n
s
p
o
r
t
 ar
e
 no
t
 di
s
c
u
s
s
e
d
 in
 CS
A
.
 Di
s
c
u
s
s

re
l
a
t
i
v
e
 to
 DO
,
 pH
,
 Eh
,
 et
c
.
 It
 is
 im
p
e
r
a
t
i
v
e
 th
a
t
 th
i
s
 di
s
c
u
s
s
i
o
n
 be

in
c
l
u
d
e
d
 as
 pa
r
t
 of
 CA
P
 #1
 as
 th
i
s
 is
 re
q
u
i
r
e
m
e
n
t
 of
 CA
M
A
.
 Th
e

di
s
c
u
s
s
i
o
n
 ca
n
 be
 re
f
i
n
e
d
 in
 CA
P
 #2
.
On
 Ju
n
e
 25
,
 20
1
5
,
 NC
D
E
Q
 re
q
u
e
s
t
e
d
 th
a
t
 th
e
s
e
 ge
o
c
h
e
m
i
c
a
l
 is
s
u
e
s
 be  addressed  in  a  Site  Conceptual  
Mo
d
e
l
.
 Th
i
s
 to
p
i
c
 wa
s
 in
t
r
o
d
u
c
e
d
 in
 th
e
 CS
A
 an
d
 an
n
o
u
n
c
e
d
 th
a
t
 th
e
 SCM  would  be  refined  as  an  iterative  
pr
o
c
e
s
s
 in
 th
e
 fo
r
t
h
c
o
m
i
n
g
 CA
P
.
 CA
P
 Pa
r
t
 1  Se
c
t
i
o
n
 3.
2
.
2
 in
c
l
u
d
e
d
 discussion  of  general  geochemical  
ch
a
r
a
c
t
e
r
i
s
t
i
c
s
 su
c
h
 as
 ca
t
i
o
n
s
/
a
n
i
o
n
s
,
 re
d
o
x
 po
t
e
n
t
i
a
l
,
 so
l
u
t
e
 sp
e
c
i
a
t
i
o
n
,
 and  Kd  testing. These  items  were  
fu
r
t
h
e
r
 ad
d
r
e
s
s
e
d
 in
 CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2.
4
.
4
,
 an
d
 Se
c
t
i
o
n
 3.
3
.
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
33
Di
s
c
u
s
s
 ho
w
 ge
o
c
h
e
m
i
c
a
l
 co
n
d
i
t
i
o
n
s
 af
f
e
c
t
 co
n
t
a
m
i
n
a
n
t

di
s
t
r
i
b
u
t
i
o
n
?
 (G
e
o
c
h
e
m
i
c
a
l
 “h
a
l
o
”
 re
l
e
a
s
i
n
g
 Mn
 an
d
 Fe
)
.
On
 Ju
n
e
 25
,
 20
1
5
,
 NC
D
E
Q
 re
q
u
e
s
t
e
d
 th
a
t
 th
e
s
e
 ge
o
c
h
e
m
i
c
a
l
 is
s
u
e
s
 be  addressed  in  a  Site  Conceptual  
Mo
d
e
l
.
 Th
i
s
 to
p
i
c
 wa
s
 in
t
r
o
d
u
c
e
d
 in
 th
e
 CS
A
 an
d
 an
n
o
u
n
c
e
d
 th
a
t
 th
e
 SCM  would  be  refined  as  an  iterative  
pr
o
c
e
s
s
 in
 th
e
 fo
r
t
h
c
o
m
i
n
g
 CA
P
.
 CA
P
 Pa
r
t
 1  Se
c
t
i
o
n
 3.
2
.
2
 in
c
l
u
d
e
d
 discussion  of  general  geochemical  
ch
a
r
a
c
t
e
r
i
s
t
i
c
s
 su
c
h
 as
 ca
t
i
o
n
s
/
a
n
i
o
n
s
,
 re
d
o
x
 po
t
e
n
t
i
a
l
,
 so
l
u
t
e
 sp
e
c
i
a
t
i
o
n
,
 and  Kd  testing. These  items  are  
fu
r
t
h
e
r
 ad
d
r
e
s
s
e
d
 in
 CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2.
4
.
4
:
 Si
t
e
 Ge
o
c
h
e
m
i
s
t
r
y
 an
d
 Influence  on  COIs, which  treats  spatial  
di
s
t
r
i
b
u
t
i
o
n
 of
 gr
o
u
n
d
w
a
t
e
r
 ge
o
c
h
e
m
i
s
t
r
y
 re
l
a
t
i
v
e
 to
 th
e
 so
u
r
c
e
 ar
e
a
.
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
34

S
p
e
c
i
f
y
 wh
e
r
e
 di
f
f
e
r
e
n
c
e
s
 ex
i
s
t
 fr
o
m
 Le
G
r
a
n
d
 co
n
c
e
p
t
u
a
l
 mo
d
e
l
.
Th
e
 CA
P
 Pa
r
t
 2  re
p
o
r
t
 st
a
t
e
s
 wh
e
r
e
 th
e
 mo
d
e
l
 is
 co
n
s
i
s
t
e
n
t
 wi
t
h
 Le
G
r
a
n
d
,
 specifically  in  the  Groundwater  
Mi
g
r
a
t
i
o
n
 su
b
s
e
c
t
i
o
n
,
 an
d
 th
e
 CO
I
 Oc
c
u
r
r
e
n
c
e
 an
d
 Di
s
t
r
i
b
u
t
i
o
n
 Se
c
t
i
o
n
.
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
35
Gr
o
u
n
d
w
a
t
e
r
 ve
l
o
c
i
t
i
e
s
 in
 be
d
r
o
c
k
 an
d
 tr
a
n
s
i
t
i
o
n
 zo
n
e
 ap
p
e
a
r
 to

be
 to
o
 hi
g
h
.
 Ve
r
i
f
y
 or
 co
r
r
e
c
t
 th
e
s
e
 va
l
u
e
s
.
 De
s
c
r
i
b
e
 tr
a
n
s
m
i
s
s
i
v
i
t
y

co
n
c
e
p
t
 ve
r
s
u
s
 jo
i
n
t
 fl
o
w
 ve
l
o
c
i
t
y
.
Th
e
s
e
 va
l
u
e
s
 we
r
e
 co
r
r
e
c
t
e
d
 an
d
 up
d
a
t
e
d
 in
 CA
P
 Pa
r
t
 2  Ap
p
e
n
d
i
x
 A. 
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
36

E
x
p
l
a
i
n
 wh
y
 on
e
 co
n
t
a
m
i
n
a
n
t
 ma
y
 be
 el
e
v
a
t
e
d
 in
 a  pa
r
t
i
c
u
l
a
r
 ar
e
a
.
CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 3.
7
 in
c
l
u
d
e
d
 an
 ex
p
a
n
d
e
d
 di
s
c
u
s
s
i
o
n
 of
 si
t
e
 ge
o
c
h
e
m
i
c
a
l
 controls  on  contaminant  
mo
b
i
l
i
t
y
 an
d
 mi
g
r
a
t
i
o
n
 to
 ad
d
r
e
s
s
 th
i
s
 co
n
c
e
r
n
.
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
37

D
e
s
c
r
i
b
e
 ho
w
 co
n
s
t
i
t
u
e
n
t
s
 ar
e
 mo
b
i
l
i
z
e
d
 or
 at
t
e
n
u
a
t
e
d
.
CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 3.
7
 in
c
l
u
d
e
d
 an
 ex
p
a
n
d
e
d
 di
s
c
u
s
s
i
o
n
 of
 si
t
e
 ge
o
c
h
e
m
i
c
a
l
 controls  on  contaminant  
mo
b
i
l
i
t
y
 an
d
 mi
g
r
a
t
i
o
n
 to
 ad
d
r
e
s
s
 th
i
s
 co
n
c
e
r
n
.
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
38
De
s
c
r
i
b
e
 ge
o
c
h
e
m
i
c
a
l
 co
n
d
i
t
i
o
n
s
 an
d
 me
c
h
a
n
i
s
m
s
,
 an
d
 ch
a
r
g
e
s
,

al
o
n
g
 fl
o
w
 pa
t
h
s
.
 DE
Q
 co
n
s
i
d
e
r
s
 fl
o
w
 pa
t
h
s
 to
 be
 fr
o
m
 th
e

ma
x
i
m
u
m
 co
n
c
e
n
t
r
a
t
i
o
n
 fo
r
 a  CO
I
 to
 a  re
c
e
p
t
o
r
 or
 to
 th
e

co
m
p
l
i
a
n
c
e
 bo
u
n
d
a
r
y
.
Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 co
n
s
i
d
e
r
s
 li
n
e
a
r
 ad
s
o
r
p
t
i
o
n
 (F
r
e
u
n
d
l
i
c
h
 ad
s
o
r
p
t
i
o
n
 for  select  COIs  in  the  Buck  
mo
d
e
l
)
 fo
r
 CO
I
s
 (e
x
c
e
p
t
 su
l
f
a
t
e
 an
d
 ch
l
o
r
i
d
e
)
.

Th
e
 ad
s
o
r
p
t
i
o
n
 te
r
m
 (Kd) is  uniform  within  the  model  
do
m
a
i
n
,
 in
c
l
u
d
i
n
g
 fr
o
m
 th
e
 ac
t
i
v
e
 an
d
 in
a
c
t
i
v
e
 as
h
 ba
s
i
n
s
/
s
t
o
r
a
g
e
 (s
o
u
r
c
e
s
)
 to  downgradient  monitor  wells  
an
d
 th
e
 co
m
p
l
i
a
n
c
e
 bo
u
n
d
a
r
y
.
 CA
P
 Pa
r
t
 2,
 Ap
p
e
n
d
i
x
 B,
 gr
o
u
n
d
w
a
t
e
r
 model. 
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
39
De
s
c
r
i
b
e
 na
t
u
r
e
 of
 so
r
p
t
i
v
e
 ma
t
e
r
i
a
l
s
 pr
e
s
e
n
t
 in
 th
r
e
e
‐pa
r
t
 sy
s
t
e
m

an
d
 al
o
n
g
 fl
o
w
 pa
t
h
s
 to
 re
c
e
p
t
o
r
s
.
So
r
p
t
i
o
n
 co
n
s
t
a
n
t
s
 an
d
 ca
l
c
u
l
a
t
i
o
n
s
 ar
e
 de
s
c
r
i
b
e
d
 in
 CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 4.3, in  the  methodology  subsection
Pa
g
e
 3  of
 7
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐1:

Re
s
p
o
n
s
e
s
 to
 Gl
o
b
a
l
 NC
D
E
Q
 Co
m
m
e
n
t
s
Ty
p
e
Co
m
m
e
n
t

Nu
m
b
e
r
Co
m
m
e
n
t

G
e
n
e
r
a
l
 Re
s
o
l
u
t
i
o
n
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
40
De
s
c
r
i
b
e
 ho
w
 bo
r
o
n
,
 su
l
f
a
t
e
,
 TD
S
 “i
s
l
a
n
d
s
”
 ar
e
 lo
c
a
t
e
d
 al
o
n
g
 fl
o
w

pa
t
h
s
 an
d
 ho
w
 th
e
s
e
 ar
e
 co
n
s
i
d
e
r
e
d
/
i
n
c
o
r
p
o
r
a
t
e
d
 in
t
o
 HG
C
M
 an
d

nu
m
e
r
i
c
a
l
 mo
d
e
l
s
.
Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 is
 se
t
u
p
 pe
r
 so
u
r
c
e
 ar
e
a
 an
d
 th
e
n
 ca
l
i
b
r
a
t
e
d
 to  concentrations  observed  in  
do
w
n
g
r
a
d
i
e
n
t
 mo
n
i
t
o
r
 we
l
l
s
.
 Ca
l
i
b
r
a
t
i
o
n
 to
 ob
s
e
r
v
e
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
 is  achieved  by  adjusting  source  
co
n
c
e
n
t
r
a
t
i
o
n
s
 wi
t
h
i
n
 ac
t
i
v
e
/
i
n
a
c
t
i
v
e
 as
h
 ba
s
i
n
s
 an
d
 as
h
 st
o
r
a
g
e
 ar
e
a
s
 within  the  measured  values, 
ad
j
u
s
t
i
n
g
 hy
d
r
a
u
l
i
c
 co
n
d
u
c
t
i
v
i
t
y
 ba
s
e
d
 on
 re
p
o
r
t
e
d
 va
l
u
e
s
,
 ad
j
u
s
t
i
n
g
 kd  based  on  lab  data, and  other  
me
a
s
u
r
e
d
 hy
d
r
o
g
e
o
l
o
g
i
c
 pr
o
p
e
r
t
i
e
s
.
 Th
e
 ca
l
i
b
r
a
t
i
o
n
 at
t
e
m
p
t
s
 to
 ma
t
c
h
 concentrations  observed  in  
do
w
n
g
r
a
d
i
e
n
t
 mo
n
i
t
o
r
 we
l
l
s
 by
 ma
t
c
h
i
n
g
 th
e
 fl
o
w
 pa
t
h
s
 an
d
 th
u
s
 th
e
 observed  COI  “islands”.  The  model  
di
d
 no
t
 in
c
o
r
p
o
r
a
t
e
 TD
S
 (b
o
r
o
n
 an
d
 su
l
f
a
t
e
 ar
e
 bo
t
h
 in
c
l
u
d
e
d
 in
 th
e
 groundwater  model. CAP  Part  2, 
Ap
p
e
n
d
i
x
 B,
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
.

Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
41
Su
b
s
u
r
f
a
c
e
 dr
a
i
n
a
g
e
 sy
s
t
e
m
s
 at
 di
k
e
/
d
a
m
s
 sh
o
u
l
d
 be
 sh
o
w
n
 an
d

po
t
e
n
t
i
a
l
 im
p
a
c
t
s
 to
 fa
t
e
 & tr
a
n
s
p
o
r
t
 mo
d
e
l
i
n
g
 sh
o
u
l
d
 be

de
s
c
r
i
b
e
d
 in
 in
 hy
d
r
o
g
e
o
l
o
g
i
c
 an
d
 ge
o
c
h
e
m
i
c
a
l
 co
n
c
e
p
t
u
a
l

mo
d
e
l
s
.
Su
b
s
u
r
f
a
c
e
 dr
a
i
n
a
g
e
 sy
s
t
e
m
s
 ar
e
 sh
o
w
n
 an
d
 di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
 4  of  the  CSA  reports. They  are  shown  in  
th
e
 CS
A
 Se
c
t
i
o
n
 4  Fi
g
u
r
e
s
.
Hy
d
r
o
l
o
g
y
/
G
e
o
l
o
g
y

a
n
d

Ch
e
m
i
c
a
l

C
o
n
t
r
o
l
s
42

S
h
o
w
 me
a
s
u
r
e
d
 wa
t
e
r
 le
v
e
l
s
 on
 po
n
d
s
,
 st
r
e
a
m
s
,
 ri
v
e
r
s
.
Po
n
d
,
 ri
v
e
r
,
 an
d
 la
k
e
 el
e
v
a
t
i
o
n
s
 wi
l
l
 be
 sh
o
w
n
 on
 fi
g
u
r
e
s
 wh
e
r
e
 ap
p
l
i
c
a
b
l
e
.
  For  example, in  the  CSA  
Su
p
p
l
e
m
e
n
t
 2,
 th
e
s
e
 el
e
v
a
t
i
o
n
s
 ar
e
 in
c
l
u
d
e
d
 on
 th
e
 sh
a
l
l
o
w
 po
t
e
n
t
i
o
m
e
t
r
i
c
 figures, but  not  on  all  flow  
la
y
e
r
s
.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
43

R
e
f
i
n
e
d
 co
n
c
e
p
t
u
a
l
 mo
d
e
l
 ne
e
d
s
 to
 be
 pr
e
s
e
n
t
e
d
 in
 CA
P
 I.

S
i
t
e
 Co
n
c
e
p
t
u
a
l
 Mo
d
e
l
s
 we
r
e
 up
d
a
t
e
d
 an
d
 in
c
l
u
d
e
d
 in
 th
e
 CA
P
 Pa
r
t
 2.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
44
Hy
d
r
o
g
e
o
 an
d
 ge
o
c
h
e
m
i
c
a
l
 co
n
c
e
p
t
u
a
l
 mo
d
e
l
s
 ne
e
d
 to
 be

di
s
c
u
s
s
e
d
 in
 te
r
m
s
 of
 sp
e
c
i
f
i
c
 so
u
r
c
e
 ar
e
a
s
.
 In
c
l
u
d
e
 up
g
r
a
d
i
e
n
t
,

so
u
r
c
e
,
 an
d
 do
w
n
g
r
a
d
i
e
n
t
.
 De
v
e
l
o
p
 na
r
r
a
t
i
v
e
 fo
r
 ea
c
h
 so
u
r
c
e
 ar
e
a

an
d
 do
w
n
g
r
a
d
i
e
n
t
 fo
o
t
p
r
i
n
t
 (f
l
o
w
 sy
s
t
e
m
 re
c
h
a
r
g
e
/
d
i
s
c
h
a
r
g
e
,

ho
r
i
z
o
n
t
a
l
 fl
o
w
 di
r
e
c
t
i
o
n
,
 fl
o
w
 pa
t
h
s
 em
a
n
a
t
i
n
g
 fr
o
m
 al
l
 si
d
e
s

(i
n
c
l
u
d
e
 ma
p
)
.
CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2.
4
.
4
 in
c
l
u
d
e
d
 di
s
c
u
s
s
i
o
n
 of
 ge
o
c
h
e
m
i
c
a
l
 pa
r
a
m
e
t
e
r
s
 with  consideration  to  whether  
th
e
r
e
 ar
e
 tr
e
n
d
s
 up
g
r
a
d
i
e
n
t
 or
 do
w
n
g
r
a
d
i
e
n
t
 fr
o
m
 th
e
 so
u
r
c
e
.
 Th
e
 refined  SCM  also  included  flow  paths  
de
t
e
r
m
i
n
e
d
 ac
r
o
s
s
 th
e
 en
t
i
r
e
 si
t
e
.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
45
Ex
p
l
a
i
n
 im
p
l
i
c
a
t
i
o
n
s
 of
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
 in
 re
c
h
a
r
g
e
 an
d
 di
s
c
h
a
r
g
e

ar
e
a
 in
 ea
c
h
 so
u
r
c
e
 ar
e
a
 an
d
 it
s
 do
w
n
g
r
a
d
i
e
n
t
 fo
o
t
p
r
i
n
t
.
Ve
r
t
i
c
a
l
 hy
d
r
a
u
l
i
c
 gr
a
d
i
e
n
t
s
 we
r
e
 ca
l
c
u
l
a
t
e
d
 fo
r
 Ro
u
n
d
 2  da
t
a
,
 an
d
 were  included  in  CAP  Part  1. The  
pa
t
t
e
r
n
s
 in
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
 ar
e
 di
s
c
u
s
s
e
d
 in
 CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2.
3
.
1
.
1
.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
46
In
c
l
u
d
e
 ef
f
e
c
t
s
 of
 re
c
e
p
t
o
r
 we
l
l
s
 in
 di
s
c
u
s
s
i
o
n
.
 Al
s
o
 in
c
l
u
d
e

po
s
s
i
b
l
e
 im
p
a
c
t
s
 fr
o
m
 ba
s
i
n
 to
 re
c
e
p
t
o
r
s
 in
 co
n
c
e
p
t
u
a
l
 mo
d
e
l

di
s
c
u
s
s
i
o
n
s
.
In
 CA
P
 Pa
r
t
 2  Ap
p
e
n
d
i
x
 C,
 th
e
 is
s
u
e
 of
 pu
m
p
i
n
g
 we
l
l
s
 is
 di
s
c
u
s
s
e
d
.
 Where  appropriate, pumping  wells  are  
in
c
l
u
d
e
d
 as
 an
 in
f
l
u
e
n
c
e
 in
 th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
.
 Fo
r
 ex
a
m
p
l
e
,
 fo
r
 the  DEC  Cliffside  site, the  pumping  
we
l
l
s
 we
r
e
n
'
t
 mo
d
e
l
e
d
 be
c
a
u
s
e
 of
 th
e
 in
f
l
u
e
n
c
e
 of
 th
e
 Br
o
a
d
 Ri
v
e
r
.
 Other  DEC  sites, such  as  Allen, Belews  
Cr
e
e
k
,
 an
d
 Bu
c
k
,
 th
e
 pu
m
p
i
n
g
 we
l
l
s
 we
r
e
 in
c
l
u
d
e
d
 in
 th
e
 mo
d
e
l
.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
47
Si
t
e
 he
t
e
r
o
g
e
n
e
i
t
i
e
s
 ar
e
 no
t
 ad
e
q
u
a
t
e
l
y
 ex
p
l
a
i
n
e
d
.
 Ex
p
l
a
i
n
 ex
i
s
t
i
n
g

he
t
e
r
o
g
e
n
e
i
t
i
e
s
 an
d
 im
p
l
i
c
a
t
i
o
n
s
 fo
r
 fa
t
e
 an
d
 tr
a
n
s
p
o
r
t
 mo
d
e
l
i
n
g
.

De
s
c
r
i
b
e
 un
c
e
r
t
a
i
n
t
i
e
s
 an
d
 ex
p
l
a
i
n
 im
p
a
c
t
 of
 un
c
e
r
t
a
i
n
t
i
e
s
.
Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
s
 ar
e
 be
i
n
g
 up
d
a
t
e
d
 an
d
 re
c
a
l
i
b
r
a
t
e
d
 in
c
l
u
d
i
n
g
 new  data  as  it  has  becoms  available  
as
 pa
r
t
 of
 th
e
 ex
p
a
n
d
e
d
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 do
m
a
i
n
 ac
t
i
v
i
t
i
e
s
.
 Un
c
e
r
t
a
i
n
i
t
i
e
s
 and  limitations  will  be  
pr
e
s
e
n
t
e
d
 as
 pa
r
t
 of
 th
e
 re
s
u
l
t
s
,
 wh
i
c
h
 ar
e
 ex
p
e
c
t
e
d
 to
 be
 co
m
p
l
e
t
e
d
 during  Fall  2016.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
48

E
x
p
l
a
i
n
 im
p
a
c
t
 of
 un
c
e
r
t
a
i
n
t
i
e
s
 in
 co
n
c
e
p
t
u
a
l
 mo
d
e
l
.
Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
s
 ar
e
 be
i
n
g
 up
d
a
t
e
d
 an
d
 re
c
a
l
i
b
r
a
t
e
d
 in
c
l
u
d
i
n
g
 new  data  as  it  has  becoms  available  
as
 pa
r
t
 of
 th
e
 ex
p
a
n
d
e
d
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 do
m
a
i
n
 ac
t
i
v
i
t
i
e
s
.
 Un
c
e
r
t
a
i
n
i
t
i
e
s
 and  limitations  will  be  
pr
e
s
e
n
t
e
d
 as
 pa
r
t
 of
 th
e
 re
s
u
l
t
s
,
 wh
i
c
h
 ar
e
 ex
p
e
c
t
e
d
 to
 be
 co
m
p
l
e
t
e
d
 during  Fall  2016.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
49
En
s
u
r
e
 th
a
t
 st
r
e
a
m
s
,
 we
t
l
a
n
d
s
,
 et
c
.
 sh
o
w
n
 in
 Se
c
t
i
o
n
 12
 ar
e

in
c
l
u
d
e
d
 on
 al
l
 fi
g
u
r
e
s
 as
 ne
e
d
e
d
.
 In
c
l
u
d
e
 in
 co
n
c
e
p
t
u
a
l
 mo
d
e
l

di
s
c
u
s
s
i
o
n
s
 as
 ap
p
r
o
p
r
i
a
t
e
.
CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2  fi
g
u
r
e
s
 in
c
l
u
d
e
 we
t
l
a
n
d
s
 an
d
 st
r
e
a
m
s
.
Hy
d
r
o
g
e
o
l
o
g
i
c

a
n
d

O
t
h
e
r

Ge
o
c
h
e
m
i
c
a
l

C
o
n
c
e
p
t
u
a
l

Mo
d
e
l
s
50
De
s
c
r
i
p
t
i
o
n
 of
 AM
E
C
 ec
o
l
o
g
i
c
a
l
 su
r
v
e
y
 re
p
o
r
t
 fi
n
d
i
n
g
s
 no
t
 ut
i
l
i
z
e
d

in
 re
p
o
r
t
 or
 in
 fi
g
u
r
e
s
.
 Da
t
a
 sh
o
u
l
d
 be
 us
e
d
,
 sh
o
w
n
 on
 fi
g
u
r
e
s
 or

ex
p
l
a
i
n
e
d
 wh
y
 no
t
.
Ec
o
l
o
g
i
c
a
l
 da
t
a
 co
n
c
e
r
n
i
n
g
 ve
g
e
t
a
t
i
o
n
 wa
s
 in
c
l
u
d
e
d
 in
 th
e
 CS
A
 Se
c
t
i
o
n
 12  Risk  Assessment  and  referenced  
in
 th
e
 Ec
o
‐Ch
e
c
k
l
i
s
t
s
 pr
o
v
i
d
e
d
 fo
r
 ea
c
h
 si
t
e
.
Pa
g
e
 4  of
 7
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐1:

Re
s
p
o
n
s
e
s
 to
 Gl
o
b
a
l
 NC
D
E
Q
 Co
m
m
e
n
t
s
Ty
p
e
Co
m
m
e
n
t

Nu
m
b
e
r
Co
m
m
e
n
t

G
e
n
e
r
a
l
 Re
s
o
l
u
t
i
o
n
Mo
d
e
l
i
n
g
51
Ba
t
c
h
 ge
o
c
h
e
m
i
c
a
l
 mo
d
e
l
i
n
g
 fo
r
 ea
c
h
 of
 th
r
e
e
 la
y
e
r
s
 pe
r

co
n
s
t
i
t
u
e
n
t
 wi
t
h
 na
r
r
a
t
i
v
e
 of
 wh
a
t
 ha
p
p
e
n
s
 al
o
n
g
 fl
o
w
 pa
t
h
.

Se
l
e
c
t
 fl
o
w
 pa
t
h
 al
i
g
n
m
e
n
t
 wi
t
h
 MO
D
 PA
T
H
.
As
 pr
o
v
i
d
e
d
 in
 CA
P
 Pa
r
t
 2  Mo
d
e
l
i
n
g
 Ap
p
e
n
d
i
x
 B,
 Mo
d
e
l
 Co
n
s
t
r
u
c
t
i
o
n
 Section, each  constituent  was  
mo
d
e
l
e
d
 in
 on
e
 of
 7  la
y
e
r
s
,
 wh
i
c
h
 fa
l
l
 in
t
o
 th
e
 fo
l
l
o
w
i
n
g
 ca
t
e
g
o
r
i
e
s
:
 Ash  material, Dike  and  ash  storage  
ma
t
e
r
i
a
l
,
 Al
l
u
v
i
u
m
,
 M1
 Sa
p
r
o
l
i
t
e
,
 M2
 Sa
p
r
o
l
i
t
e
,
 Tr
a
n
s
i
t
i
o
n
 Zo
n
e
,
 an
d
 Fractured  bedrock.
Mo
d
e
l
i
n
g
52
De
s
c
r
i
b
e
 ge
o
c
h
e
m
i
c
a
l
 co
n
d
i
t
i
o
n
s
 an
d
 me
c
h
a
n
i
s
m
s
,
 an
d
 ch
a
r
g
e
s
,

al
o
n
g
 fl
o
w
 pa
t
h
s
.
 DE
Q
 co
n
s
i
d
e
r
s
 fl
o
w
 pa
t
h
s
 to
 be
 fr
o
m
 th
e

ma
x
i
m
u
m
 co
n
c
e
n
t
r
a
t
i
o
n
 fo
r
 a  CO
I
 to
 a  re
c
e
p
t
o
r
 or
 to
 th
e

co
m
p
l
i
a
n
c
e
 bo
u
n
d
a
r
y
.
MO
D
P
A
T
H
 wa
s
 us
e
d
 to
 id
e
n
t
i
f
y
 an
d
 de
l
i
n
e
a
t
e
 fl
o
w
 pa
t
h
s
.
 Th
i
s
 is
 di
s
p
l
a
y
e
d
 in  CAP  Part  2  Modeling  Appendix  
B,
 Mo
d
e
l
 Ca
l
i
b
r
a
t
i
o
n
 in
 th
e
 pa
r
t
i
c
l
e
 tr
a
c
k
i
n
g
 fi
g
u
r
e
.
Mo
d
e
l
i
n
g
53
Mo
d
e
l
 sh
o
u
l
d
 us
e
 hi
g
h
e
s
t
 CO
P
C
 in
 so
u
r
c
e
 ar
e
a
 fo
r
 mo
d
e
l
 in
p
u
t
.

Th
e
r
e
 wi
l
l
 be
 di
f
f
e
r
e
n
t
 fl
o
w
 pa
t
h
s
 as
 fl
o
w
 pa
t
h
 is
 ba
s
e
d
 on

ma
x
i
m
u
m
 co
n
c
e
n
t
r
a
t
i
o
n
 of
 CO
I
.
Th
e
 mo
d
e
l
 pr
e
s
e
n
t
e
d
 in
 th
e
 CA
P
 Pa
r
t
 2  Ap
p
e
n
d
i
x
 B  us
e
s
 va
r
i
a
b
l
e
 co
n
c
e
n
t
r
a
t
i
o
n
s
 in  the  source  areas  to  
ma
t
c
h
 do
w
n
g
r
a
d
i
e
n
t
 co
n
c
e
n
t
r
a
t
i
o
n
s
 ob
s
e
r
v
e
d
 in
 mo
n
i
t
o
r
 we
l
l
s
.

In
 areas  where  the  flow  path  from  the  
so
u
r
c
e
 to
 an
 el
e
v
a
t
e
d
 ob
s
e
r
v
e
d
 co
n
c
e
n
t
r
a
t
i
o
n
 in
 a  mo
n
i
t
o
r
 we
l
l
 is
 observed, the  highest  measured  source  
co
n
c
e
n
t
r
a
t
i
o
n
 is
 us
e
d
 in
 th
e
 mo
d
e
l
.

Mo
d
e
l
i
n
g
54
Im
p
a
c
t
s
 fr
o
m
 Fe
,
 Mn
 ar
e
 no
t
 re
l
a
t
e
d
 to
 K d  – ho
w
 wi
l
l
 mo
d
e
l
i
n
g

ad
d
r
e
s
s
 th
e
s
e
 co
n
s
t
i
t
u
e
n
t
s
?
Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 do
e
s
 no
t
 ad
d
r
e
s
s
 Fe
 an
d
 Mn
,
 ho
w
e
v
e
r
 th
e
 geochemical  modeling  report  does  
tr
e
a
t
 Fe
 an
d
 Mn
 as
 CO
I
s
 (C
A
P
 Pa
r
t
 2  Ap
p
e
n
d
i
x
 E)
,
 an
d
 de
t
e
r
m
i
n
e
s
 th
e
 forms  they  likely  exist  in  under  
co
n
d
i
t
i
o
n
s
 at
 th
e
 re
s
p
e
c
t
i
v
e
 si
t
e
s
 (C
A
P
 Pa
r
t
 2  Ap
p
e
n
d
i
x
 E  Se
c
t
i
o
n
 2:
 Pourbaix  diagrams). 
Mo
d
e
l
i
n
g
55
Gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
i
n
g
 sh
o
u
l
d
 us
e
 si
t
e
 sp
e
c
i
f
i
c
 K d s.
So
r
p
t
i
o
n
 te
r
m
s
 we
r
e
 de
v
e
l
o
p
e
d
 an
d
 ut
i
l
i
z
e
d
 as
 pa
r
t
 of
 th
e
 gr
o
u
n
d
w
a
t
e
r
 modeling  presented  in  CAP  Part  2, 
Ap
p
e
n
d
i
x
 B.

Mo
d
e
l
i
n
g
56
De
s
c
r
i
b
e
 K d s  an
d
 HF
O
 or
 so
i
l
 sa
m
p
l
e
s
 in
 ar
e
a
s
 no
t
 af
f
e
c
t
e
d
 by
 as
h
.

Ex
p
l
a
i
n
 di
f
f
e
r
e
n
c
e
s
 be
t
w
e
e
n
 th
e
s
e
 K d s  an
d
 K d s  fr
o
m
 im
p
a
c
t
e
d

ar
e
a
s
.
A  un
i
f
o
r
m
 Kd
 va
l
u
e
 fo
r
 th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 wa
s
 ut
i
l
i
z
e
d
 as
 th
e
s
e
 values  are  variable  from  sample  to  
sa
m
p
l
e
,
 re
g
a
r
d
l
e
s
s
 of
 si
t
e
 lo
c
a
t
i
o
n
 (C
A
P
 Pa
r
t
 2,
 Ap
p
e
n
d
i
x
 A,
 Gr
o
u
n
d
w
a
t
e
r
 Model).
Mo
d
e
l
i
n
g
57
Gr
o
u
n
d
w
a
t
e
r
 fl
o
w
 mo
d
e
l
i
n
g
 in
 CA
P
 ne
e
d
s
 to
 ac
c
o
u
n
t
 fo
r

cu
m
u
l
a
t
i
v
e
 ef
f
e
c
t
 of
 of
f
‐si
t
e
 re
c
e
p
t
o
r
 we
l
l
s
 (i
.
e
.
,
 wa
t
e
r
 su
p
p
l
y

we
l
l
s
)
.
 Ne
e
d
 to
 co
m
e
 up
 wi
t
h
 so
m
e
 as
s
u
m
p
t
i
o
n
s
 re
g
a
r
d
i
n
g
 de
p
t
h

an
d
 yi
e
l
d
.
 CS
A
 re
p
o
r
t
s
 ge
n
e
r
a
l
l
y
 di
s
c
o
u
n
t
 po
t
e
n
t
i
a
l
 fo
r
 up
g
r
a
d
i
e
n
t

fl
o
w
 di
r
e
c
t
i
o
n
 re
s
u
l
t
i
n
g
 fr
o
m
 of
f
‐si
t
e
 pu
m
p
i
n
g
.
 Mo
d
e
l
 re
s
u
l
t
s
 ne
e
d

to
 be
 in
c
l
u
d
e
d
 in
 th
e
 CA
P
 no
w
 an
d
 re
v
i
s
e
 on
c
e
 re
s
u
l
t
s
 ar
e
 in
 fr
o
m

da
t
a
 ga
p
 we
l
l
s
 th
a
t
 ar
e
 lo
c
a
t
e
d
 to
 he
l
p
 in
f
o
r
m
 gr
o
u
n
d
w
a
t
e
r
 fl
o
w

di
r
e
c
t
i
o
n
 ne
a
r
 th
e
 pr
o
p
e
r
t
y
 bo
u
n
d
a
r
y
.
Th
e
 cu
m
u
l
a
t
i
v
e
 ef
f
e
c
t
 of
 of
f
‐si
t
e
 re
c
e
p
t
o
r
 we
l
l
s
 we
r
e
 ac
c
o
u
n
t
e
d
 fo
r
 in  the  groundwater  modeling  (CAP  Part  
2  Mo
d
e
l
i
n
g
 Ap
p
e
n
d
i
x
 B)
.
 Th
e
 yi
e
l
d
 of
 th
e
s
e
 we
l
l
s
 wa
s
 es
t
i
m
a
t
e
d
 at
 400  gpd, which  is  the  average  EPA  
ho
u
s
e
h
o
l
d
 us
a
g
e
.

Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
s
 ar
e
 be
i
n
g
 up
d
a
t
e
d
 an
d
 recalibrated  including  new  data  as  it  
ha
s
 be
c
o
m
s
 av
a
i
l
a
b
l
e
 as
 pa
r
t
 of
 th
e
 ex
p
a
n
d
e
d
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 domain  activities, including  water  supply  
we
l
l
 in
f
o
r
m
a
t
i
o
n
.
 Un
c
e
r
t
a
i
n
i
t
i
e
s
 an
d
 li
m
i
t
a
t
i
o
n
s
 wi
l
l
 be
 pr
e
s
e
n
t
e
d
 as
 part  of  the  results, which  are  expected  
to
 be
 co
m
p
l
e
t
e
d
 du
r
i
n
g
 Fa
l
l
 20
1
6
.
Mo
d
e
l
i
n
g
58

A
d
d
r
e
s
s
 hi
s
t
o
r
i
c
 wa
t
e
r
 le
v
e
l
s
 in
 po
n
d
 in
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
i
n
g
.
Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 wa
s
 ca
l
i
b
r
a
t
e
d
 to
 st
e
a
d
y
‐st
a
t
e
 fl
o
w
 co
n
d
i
t
i
o
n
s
 and  considered  water  levels  from  
su
m
m
e
r
 20
1
5
.
 Hi
s
t
o
r
i
c
 wa
t
e
r
 le
v
e
l
s
 in
 th
e
 po
n
d
s
 we
r
e
 no
t
 mo
d
e
l
e
d
.
  The  timing  of  start  of  the  ash  
op
e
r
a
t
i
o
n
s
 in
 di
f
f
e
r
e
n
t
 ba
s
i
n
s
 wa
s
 co
n
s
i
d
e
r
e
d
 in
 th
e
 gr
o
u
n
d
w
a
t
e
r
 model.  The  groundwater  models  are  
be
i
n
g
 up
d
a
t
e
d
 an
d
 re
c
a
l
i
b
r
a
t
e
d
 in
c
l
u
d
i
n
g
 ne
w
 da
t
a
 as
 it
 ha
s
 be
c
o
m
s
 available  as  part  of  the  expanded  
gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 do
m
a
i
n
 ac
t
i
v
i
t
i
e
s
,
 in
c
l
u
d
i
n
g
 hi
s
t
o
r
i
c
 wa
t
e
r
 le
v
e
l
s
.

Mo
d
e
l
i
n
g
59
Ne
e
d
 to
 di
s
c
u
s
s
 ho
w
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
 re
s
u
l
t
s
 ar
e
 in
c
o
r
p
o
r
a
t
e
d

in
 su
r
f
a
c
e
 wa
t
e
r
 mo
d
e
l
 re
s
u
l
t
s
 (i
n
c
l
u
d
i
n
g
 ho
w
 on
‐si
t
e
 st
r
e
a
m
s
 ar
e

in
c
o
r
p
o
r
a
t
e
d
)
.
Th
e
 CA
P
 Pa
r
t
 1  Su
r
f
a
c
e
 wa
t
e
r
 mo
d
e
l
i
n
g
 Ap
p
e
n
d
i
x
 de
t
a
i
l
s
 ho
w
 gr
o
u
n
d
w
a
t
e
r
 model  results  are  incorporated  
in
 su
r
f
a
c
e
 wa
t
e
r
 mo
d
e
l
 re
s
u
l
t
s
.
Mo
d
e
l
i
n
g
60
De
e
p
 ro
c
k
 gr
o
u
n
d
w
a
t
e
r
 fl
o
w
 no
t
 we
l
l
 pr
e
s
e
n
t
e
d
 re
l
a
t
i
v
e
 to
 of
f
‐si
t
e

pu
m
p
i
n
g
.
 Th
i
s
 ne
e
d
s
 to
 be
 pr
e
s
e
n
t
e
d
 in
 CA
P
.
Pa
r
t
i
c
l
e
 fl
o
w
 ma
p
s
 th
a
t
 ta
k
e
 in
t
o
 ac
c
o
u
n
t
 of
f
s
i
t
e
 pu
m
p
i
n
g
 ar
e
 pr
e
s
e
n
t
e
d
 in  the  groundwater  modeling  
Ap
p
e
n
d
i
x
 B  of
 th
e
 CA
P
 Pa
r
t
 2.
Mo
d
e
l
i
n
g
61
Su
b
s
u
r
f
a
c
e
 dr
a
i
n
a
g
e
 sy
s
t
e
m
s
 at
 di
k
e
/
d
a
m
s
 sh
o
u
l
d
 be
 sh
o
w
n
 an
d

po
t
e
n
t
i
a
l
 im
p
a
c
t
s
 to
 fa
t
e
 & tr
a
n
s
p
o
r
t
 mo
d
e
l
i
n
g
 sh
o
u
l
d
 be

co
n
s
i
d
e
r
e
d
.
Su
b
s
u
r
f
a
c
e
 dr
a
i
n
a
g
e
 sy
s
t
e
m
s
 ar
e
 sh
o
w
n
 an
d
 di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
 4  of  the  CSA  reports. 
Pa
g
e
 5  of
 7
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐1:

Re
s
p
o
n
s
e
s
 to
 Gl
o
b
a
l
 NC
D
E
Q
 Co
m
m
e
n
t
s
Ty
p
e
Co
m
m
e
n
t

Nu
m
b
e
r
Co
m
m
e
n
t

G
e
n
e
r
a
l
 Re
s
o
l
u
t
i
o
n
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
62
Gu
i
d
e
l
i
n
e
s
 re
q
u
i
r
e
 – se
e
p
,
 se
d
i
m
e
n
t
,
 su
r
f
a
c
e
 wa
t
e
r
,
 re
c
e
p
t
o
r
 we
l
l

da
t
a
,
 re
s
u
l
t
s
 sh
o
w
 al
l
 CO
I
s
 (f
i
e
l
d
 an
d
 re
s
u
l
t
s
)
 in
 ch
e
m
 bo
x
e
s
.
CA
P
 Pa
r
t
 2  in
c
l
u
d
e
d
 ch
e
m
 bo
x
 ma
p
s
 fo
r
 se
e
p
s
,
 se
d
i
m
e
n
t
s
,
 su
r
f
a
c
e
 water, and  groundwater. Chem  boxes  for  
re
c
e
p
t
o
r
 we
l
l
s
 we
r
e
 no
t
 ab
l
e
 to
 be
 sh
o
w
n
 sp
a
t
i
a
l
l
y
 fo
r
 al
l
 sa
m
p
l
i
n
g
 events, however, Figure  1 ‐3  in  the  CSA  
Su
p
p
l
e
m
e
n
t
 2  sh
o
w
s
 lo
c
a
t
i
o
n
 an
d
 an
a
l
y
t
i
c
a
l
 re
s
u
l
t
s
.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
63
Sh
o
w
 co
n
c
e
n
t
r
a
t
i
o
n
s
 ab
o
v
e
 PQ
L
s
 on
 ch
e
m
 bo
x
 ma
p
s
,
 no
t
 ju
s
t

co
n
s
t
i
t
u
e
n
t
s
 ab
o
v
e
 2L
.
Ch
e
m
 bo
x
 ma
p
s
 sh
o
w
 al
l
 de
t
e
c
t
e
d
 co
n
s
t
i
t
u
e
n
t
s
 fo
r
 de
t
e
c
t
i
o
n
 an
d
 as
s
e
s
s
m
e
n
t
 monitoring  constituents  as  
pa
r
t
 of
 th
e
 CA
P
 Pa
r
t
 2.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
64

A
d
d
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
 to
 fi
g
u
r
e
s
 – pl
a
n
 vi
e
w
.
CA
P
 Pa
r
t
 1  Se
c
t
i
o
n
 3  in
c
l
u
d
e
d
 fi
g
u
r
e
s
 de
p
i
c
t
i
n
g
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
 be
t
w
e
e
n
 shallow  and  deep  wells, and  
be
t
w
e
e
n
 de
e
p
 an
d
 be
d
r
o
c
k
 we
l
l
s
.

Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
65

A
d
d
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
 ma
p
s
.
CA
P
 Pa
r
t
 1  Se
c
t
i
o
n
 3  in
c
l
u
d
e
s
 fi
g
u
r
e
s
 de
p
i
c
t
i
n
g
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
 be
t
w
e
e
n
 shallow  and  deep  wells, and  
be
t
w
e
e
n
 de
e
p
 an
d
 be
d
r
o
c
k
 we
l
l
s
.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
66
De
v
e
l
o
p
 a  po
t
e
n
t
i
o
m
e
t
r
i
c
 su
r
f
a
c
e
 ma
p
 fo
r
 th
e
 tr
a
n
s
i
t
i
o
n
 zo
n
e

we
l
l
s
.
De
e
p
 fl
o
w
 la
y
e
r
 we
l
l
s
 ar
e
 us
e
d
 to
 in
v
e
s
t
i
g
a
t
e
 th
e
 tr
a
n
s
i
t
i
o
n
 zo
n
e
,
 an
d
 potentiometric  surfaces  figures  were  
de
v
e
l
o
p
e
d
 as
 pa
r
t
 of
 th
e
 CA
P
 Pa
r
t
 2  as
 we
l
l
 as
 CS
A
 Su
p
p
l
e
m
e
n
t
 2.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
67
Sh
o
w
 ca
t
i
o
n
‐an
i
o
n
 ba
l
a
n
c
e
 va
l
u
e
s
 on
 Pi
p
e
r
 di
a
g
r
a
m
s
,
 re
m
o
v
e

re
s
u
l
t
s
 wi
t
h
 ba
l
a
n
c
e
 di
f
f
e
r
e
n
c
e
s
 > 10
%
.
Pi
p
e
r
 di
a
g
r
a
m
 fi
g
u
r
e
s
 ar
e
 in
 Se
c
t
i
o
n
 10
 of
 th
e
 CS
A
.
 Up
d
a
t
e
d
 pi
p
e
r
 di
a
g
r
a
m
s
 utilizing  Round  5  data  have  
be
e
n
 in
c
l
u
d
e
d
 in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  to
 in
c
l
u
d
e
 on
l
y
 th
o
s
e
 ev
e
n
t
s
 with  balance  differences  that  are  less  
th
a
n
 10
%
.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
68
Sh
o
w
 al
l
 re
c
e
p
t
o
r
 we
l
l
s
 on
 fi
g
u
r
e
s
 gi
v
e
n
 th
e
 ex
i
s
t
i
n
g
 fi
g
u
r
e

ex
t
e
n
t
s
.
Fi
g
u
r
e
 1 ‐3  in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  pr
e
s
e
n
t
s
 al
l
 re
c
e
p
t
o
r
 we
l
l
s
 an
d
 their  analytical  results.  Those  water  
su
p
p
l
y
 we
l
l
s
 th
a
t
 ca
n
 be
 sh
o
w
n
 in
 th
e
 vi
e
w
p
o
r
t
s
 of
 th
e
 th
e
 po
t
e
n
t
i
o
m
e
t
r
i
c
 surface  and  isoconcentration  
fi
g
u
r
e
s
 in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  ar
e
 al
s
o
 in
c
l
u
d
e
d
.

Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
69

N
e
e
d
 on
e
 ma
p
 wi
t
h
 al
l
 re
c
e
p
t
o
r
 we
l
l
s
 an
d
 MW
s
.

F
i
g
u
r
e
 1 ‐3  in
 th
e
 CS
A
 Su
p
p
l
e
m
e
n
t
 2  pr
e
s
e
n
t
s
 al
l
 re
c
e
p
t
o
r
 we
l
l
s
 an
d
 their  analytical  results.  
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
70

S
h
o
w
 se
e
p
 re
s
u
l
t
s
 wi
t
h
 ch
e
m
 bo
x
e
s
.

S
e
e
p
s
 an
d
 DE
Q
 Se
e
p
s
 we
r
e
 pr
o
v
i
d
e
d
 in
 CA
P
 Pa
r
t
 1  Se
c
t
i
o
n
 2  fi
g
u
r
e
s
.

Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
71
Sh
o
w
 to
p
o
g
r
a
p
h
y
 on
 gr
o
u
n
d
w
a
t
e
r
 su
r
f
a
c
e
 co
n
t
o
u
r
 ma
p
s
 (a
d
d

el
e
v
a
t
i
o
n
 la
b
e
l
s
 to
 co
n
t
o
u
r
s
)
.
To
p
o
g
r
a
p
h
y
 ha
s
 be
e
n
 in
c
l
u
d
e
d
 on
 th
e
 po
t
e
n
t
i
o
m
e
t
r
i
c
 su
r
f
a
c
e
 fi
g
u
r
e
s
 provided  in  CSA  Supplement  2.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
72
Ad
d
 ge
o
l
o
g
i
c
 da
t
a
 an
d
 is
o
‐co
n
c
e
n
t
r
a
t
i
o
n
 da
t
a
 (i
n
c
l
u
d
e
 K d s)
 on

cr
o
s
s
‐se
c
t
i
o
n
s
.
Cr
o
s
s
‐se
c
t
i
o
n
s
 wi
l
l
 be
 ex
p
a
n
d
e
d
 wi
t
h
 ad
d
i
t
i
o
n
a
l
 as
s
e
s
s
m
e
n
t
 mo
n
i
t
o
r
i
n
g
 wells  for  the  CSA  Supplement  2. 
Th
e
s
e
 wi
l
l
 in
c
l
u
d
e
 li
t
h
o
l
o
g
y
,
 re
c
o
v
e
r
y
,
 RQ
D
,
 wh
e
r
e
 av
a
i
l
a
b
l
e
,
 as
 we
l
l
 as  the  vertical  extent  of  COIs
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
73

A
d
d
 fi
g
u
r
e
 sh
o
w
i
n
g
 pH
,
 Eh
,
 et
c
.
 re
s
u
l
t
s
.

C
A
P
 Pa
r
t
 1  Se
c
t
i
o
n
 2  Ch
e
m
 Bo
x
 fi
g
u
r
e
s
 in
c
l
u
d
e
d
 fi
e
l
d
 pa
r
a
m
e
t
e
r
s
.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
74

A
d
d
 ta
b
l
e
 w/
N
P
D
E
S
 sa
m
p
l
e
 ev
e
n
t
 re
s
u
l
t
s
.

A
 NP
D
E
S
 sa
m
p
l
e
 ev
e
n
t
s
 re
s
u
l
t
s
 ta
b
l
e
 ha
s
 be
e
n
 pr
o
v
i
d
e
d
 in
 Se
c
t
i
o
n
 1  of  the  CSA  Supplement  2.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
75
Ch
e
m
 bo
x
 fi
g
u
r
e
s
 fo
r
 gr
o
u
n
d
w
a
t
e
r
 – ad
d
 ro
u
n
d
 2  da
t
a
 as
 co
l
u
m
n

to
 ri
g
h
t
 of
 ex
i
s
t
i
n
g
 da
t
a
.
Ro
u
n
d
 2  ch
e
m
b
o
x
 fi
g
u
r
e
s
 we
r
e
 in
c
l
u
d
e
d
 in
 CA
P
 Pa
r
t
 2.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
76
Is
o
 co
n
t
o
u
r
s
 ‐

Ne
e
d
 to
 ad
d
r
e
s
s
 ho
w
 is
o
 co
n
t
o
u
r
 li
n
e
s
 ar
e
 sh
o
w
n
 on

fi
g
u
r
e
s
.
 Sh
o
w
 pa
r
t
 of
 th
e
 li
n
e
 as
 da
s
h
e
d
 wh
e
r
e
 un
c
e
r
t
a
i
n
t
y
 ex
i
s
t
s

(i
.
e
.
,
 no
 do
w
n
g
r
a
d
i
e
n
t
 da
t
a
 to
 he
l
p
 de
t
e
r
m
i
n
e
 ex
t
e
n
t
 of
 is
o

co
n
t
o
u
r
)
.
 De
p
i
c
t
 co
n
c
e
n
t
r
a
t
i
o
n
s
 ab
o
v
e
 re
p
o
r
t
i
n
g
 li
m
i
t
.
Ad
d
 is
o
‐co
n
t
o
u
r
 fi
g
u
r
e
 fo
r
 st
r
o
n
t
i
u
m
.
Is
o
c
o
n
c
e
n
t
r
a
t
i
o
n
 ma
p
s
 ut
i
l
i
z
i
n
g
 Ro
u
n
d
 5  an
a
l
y
t
i
c
a
l
 re
s
u
l
t
s
,
 in
c
l
u
d
i
n
g
 strontium, where  it  is  a  COI, are  
in
c
l
u
d
e
d
 in
 CS
A
 Su
p
p
l
e
m
e
n
t
 2.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
77
Ne
e
d
 to
 sh
o
w
 na
t
u
r
a
l
 re
s
o
u
r
c
e
 in
f
o
r
m
a
t
i
o
n
 (i
.
e
.
,
 su
r
f
a
c
e
 wa
t
e
r

fe
a
t
u
r
e
s
,
 we
t
l
a
n
d
 fe
a
t
u
r
e
s
,
 he
r
o
n
 ro
o
k
e
r
y
 at
 Bu
c
k
,
 et
c
.
)
 on
 “b
a
s
e

ma
p
”
 fi
g
u
r
e
s
.
CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2  fi
g
u
r
e
s
 in
c
l
u
d
e
s
 we
t
l
a
n
d
s
 an
d
 st
r
e
a
m
s
 wh
i
c
h
 were  delineated  by  USACE.  Other  
na
t
u
r
a
l
 re
s
o
u
r
c
e
s
 we
r
e
 in
c
l
u
d
e
d
 on
 fi
g
u
r
e
s
 as
 pa
r
t
 of
 th
e
 Ec
o
‐Ch
e
c
k
l
i
s
t
 referenced  in  Section  12  of  the  CSA.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
78
En
s
u
r
e
 th
a
t
 st
r
e
a
m
s
,
 we
t
l
a
n
d
s
,
 et
c
.
 sh
o
w
n
 in
 Se
c
t
i
o
n
 12
 ar
e

in
c
l
u
d
e
d
 on
 al
l
 fi
g
u
r
e
s
 as
 ne
e
d
e
d
.
CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2  fi
g
u
r
e
s
 in
c
l
u
d
e
d
 we
t
l
a
n
d
s
 an
d
 st
r
e
a
m
s
 as
 ne
e
d
e
d
.
Da
t
a

P
r
e
s
e
n
t
a
t
i
o
n
79
Mo
d
i
f
y
 re
s
u
l
t
s
 ta
b
l
e
s
 to
 in
c
l
u
d
e
 fi
e
l
d
 pa
r
a
m
e
t
e
r
s
 DO
s
,
 Eh
,
 sp
e
c

co
n
d
u
c
t
a
n
c
e
,
 pH
,
 NT
U
 in
 al
l
 re
s
u
l
t
s
 ta
b
l
e
s
.
Fi
e
l
d
 pa
r
a
m
e
t
e
r
s
 we
r
e
 in
c
l
u
d
e
d
 on
 th
e
 CA
P
 Pa
r
t
 2  re
s
u
l
t
s
 ta
b
l
e
s
,
 re
f
e
r
e
n
c
e
d
 in  Section  2, as  well  as  the  CSA  
Su
p
p
l
e
m
e
n
t
 2  re
s
u
l
t
s
 ta
b
l
e
s
,
 re
f
e
r
e
n
c
e
d
 in
 Se
c
t
i
o
n
 3.
Su
r
f
a
c
e
,

G
r
o
u
n
d
w
a
t
e
r

Di
s
c
h
a
r
g
e
80
De
s
c
r
i
b
e
 SW
 hy
d
r
o
l
o
g
y
 (s
t
r
e
a
m
s
,
 we
t
l
a
n
d
s
)
 in
 CA
P
 an
d
 ho
w

re
l
a
t
e
s
 to
 se
e
p
s
 in
 CS
M
.
CA
P
 Pa
r
t
 2,
 Se
c
t
i
o
n
 3  pe
r
t
a
i
n
s
 to
 th
e
 Si
t
e
 Co
n
c
e
p
t
u
a
l
 mo
d
e
l
,
 an
d
 it
 discusses  surface  water  and  seeps  in  
re
l
a
t
i
o
n
 to
 si
t
e
 so
u
r
c
e
 ar
e
a
s
.
Su
r
f
a
c
e
,

G
r
o
u
n
d
w
a
t
e
r

Di
s
c
h
a
r
g
e
81
Ch
e
c
k
 fo
r
 al
i
g
n
m
e
n
t
 of
 de
s
c
r
i
p
t
i
o
n
 of
 st
r
e
a
m
s
 an
d
 we
t
l
a
n
d
s
 in

Se
c
t
i
o
n
 12
.
CA
P
 Pa
r
t
 2,
 Se
c
t
i
o
n
 3  pe
r
t
a
i
n
s
 to
 th
e
 Si
t
e
 Co
n
c
e
p
t
u
a
l
 mo
d
e
l
,
 an
d
 it
 discusses  surface  water  and  seeps  in  
re
l
a
t
i
o
n
 to
 si
t
e
 so
u
r
c
e
 ar
e
a
s
.
Pa
g
e
 6  of
 7
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐1:

Re
s
p
o
n
s
e
s
 to
 Gl
o
b
a
l
 NC
D
E
Q
 Co
m
m
e
n
t
s
Ty
p
e
Co
m
m
e
n
t

Nu
m
b
e
r
Co
m
m
e
n
t

G
e
n
e
r
a
l
 Re
s
o
l
u
t
i
o
n
Su
r
f
a
c
e
,

G
r
o
u
n
d
w
a
t
e
r

Di
s
c
h
a
r
g
e
82

S
h
o
w
 al
l
 su
r
f
a
c
e
 wa
t
e
r
 fe
a
t
u
r
e
s
 on
 ma
p
s
 an
d
 cr
o
s
s
 se
c
t
i
o
n
s
.
CS
A
 an
d
 CA
P
 si
t
e
 ma
p
s
 in
c
l
u
d
e
 la
b
e
l
s
 of
 ma
j
o
r
 su
r
f
a
c
e
 wa
t
e
r
 bo
d
i
e
s
 at  each  site. In  addition, the  CSA  
in
c
l
u
d
e
d
 su
r
f
a
c
e
 wa
t
e
r
 in
f
o
r
m
a
t
i
o
n
 in
 Fi
g
u
r
e
 4 ‐4:
 Su
r
f
a
c
e
 Wa
t
e
r
 Bo
d
i
e
s
.
 CAP  Part  2  included  Figure  3 ‐1: Site  
Co
n
c
e
p
t
u
a
l
 Mo
d
e
l
,
 an
d
 Fi
g
u
r
e
 3 ‐2:
 Cr
o
s
s
 Se
c
t
i
o
n
 wi
t
h
 th
e
s
e
 fe
a
t
u
r
e
s
.

Su
r
f
a
c
e
,

G
r
o
u
n
d
w
a
t
e
r

Di
s
c
h
a
r
g
e
83

A
d
d
 wo
r
d
i
n
g
 on
 st
r
e
a
m
 fl
o
w
 me
a
s
u
r
e
m
e
n
t
s
 pe
r
f
o
r
m
e
d
.
St
r
e
a
m
f
l
o
w
 me
a
s
u
r
e
m
e
n
t
s
 ha
v
e
 be
e
n
 in
c
o
r
p
o
r
a
t
e
d
 in
t
o
 th
e
 ex
p
a
n
d
e
d
 groundwater  model  domain  
ac
t
i
v
i
t
i
e
s
.
 Th
e
 gr
o
u
n
d
w
a
t
e
r
 mo
d
e
l
s
 ar
e
 be
i
n
g
 up
d
a
t
e
d
 an
d
 re
c
a
l
i
b
r
a
t
e
d
 including  new  data  as  it  has  
be
c
o
m
s
 av
a
i
l
a
b
l
e
 an
d
 is
 ex
p
e
c
t
e
d
 to
 be
 co
m
p
l
e
t
e
d
 du
r
i
n
g
 Fa
l
l
 20
1
6
.
Ri
s
k

A
s
s
e
s
s
m
e
n
t
84
In
c
l
u
d
e
 no
n
‐tr
e
s
p
a
s
s
i
n
g
 re
c
r
e
a
t
i
o
n
 us
e
r
s
 of
 su
r
f
a
c
e
 wa
t
e
r
 an
d

dr
i
n
k
i
n
g
 wa
t
e
r
 we
l
l
 re
c
e
p
t
o
r
s
.
In
 th
e
 st
a
n
d
‐al
o
n
e
 Ri
s
k
 As
s
e
s
s
m
e
n
t
 re
p
o
r
t
,
 re
c
r
e
a
t
i
o
n
a
l
 sw
i
m
m
e
r
s
,
 boaters, waders, and  fishers  are  
in
c
l
u
d
e
d
 in
 th
e
 re
c
e
p
t
o
r
s
,
 as
 ar
e
 cu
r
r
e
n
t
/
f
u
t
u
r
e
 of
f
‐si
t
e
 re
s
i
d
e
n
t
s
.

In
 addition, a  separate  risk  assessment  
ha
s
 be
e
n
 pr
o
v
i
d
e
d
 su
b
s
e
q
u
e
n
t
 to
 th
e
 CS
A
 re
p
o
r
t
 by
 Du
k
e
 En
e
r
g
y
 vi
a
 Haley  & Aldritch.
Ri
s
k

A
s
s
e
s
s
m
e
n
t
85
Co
a
l
 as
h
 sh
o
u
l
d
 be
 in
c
l
u
d
e
d
 as
 pr
i
m
a
r
y
 af
f
e
c
t
e
d
 me
d
i
a
 un
t
i
l
 it
 is

co
m
p
l
e
t
e
l
y
 re
m
o
v
e
d
 or
 ot
h
e
r
w
i
s
e
 ma
d
e
 in
a
c
c
e
s
s
i
b
l
e
 to
 hu
m
a
n

co
n
t
a
c
t
.
 Re
v
i
s
e
 Ta
b
l
e
s
 12
‐1,
 12
‐2,
 an
d
 wo
r
d
i
n
g
 in
 Se
c
t
i
o
n
 12
.
A  se
p
a
r
a
t
e
 ri
s
k
 as
s
e
s
s
m
e
n
t
 ha
s
 be
e
n
 pr
o
v
i
d
e
d
 su
b
s
e
q
u
e
n
t
 to
 th
e
 CS
A
 report  by  Duke  Energy  via  Haley  & 
Al
d
r
i
t
c
h
.
Ri
s
k

A
s
s
e
s
s
m
e
n
t
86

E
x
p
a
n
d
 sp
e
c
i
a
t
i
o
n
 re
s
u
l
t
s
 di
s
c
u
s
s
i
o
n
 wi
t
h
 re
g
a
r
d
s
 to
 re
c
e
p
t
o
r
s
.
A  se
p
a
r
a
t
e
 ri
s
k
 as
s
e
s
s
m
e
n
t
 ha
s
 be
e
n
 pr
o
v
i
d
e
d
 su
b
s
e
q
u
e
n
t
 to
 th
e
 CS
A
 report  by  Duke  Energy  via  Haley  & 
Al
d
r
i
t
c
h
.
In
a
d
e
q
u
a
t
e
 Da
t
a
 – Al
l

So
u
r
c
e
 Ar
e
a
s
87
Wh
e
r
e
 2L
 ex
c
e
e
d
a
n
c
e
s
 in
t
e
r
c
e
p
t
 ri
v
e
r
s
/
s
t
r
e
a
m
s
 im
p
l
i
c
a
t
i
o
n
s

sh
o
u
l
d
 be
 di
s
c
u
s
s
e
d
.
 Di
s
c
u
s
s
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
 fo
r
 we
l
l
 pa
i
r
s

ad
j
a
c
e
n
t
 to
 ri
v
e
r
s
/
s
t
r
e
a
m
s
.
Ve
r
t
i
c
a
l
 hy
d
r
a
u
l
i
c
 gr
a
d
i
e
n
t
s
 we
r
e
 ca
l
c
u
l
a
t
e
d
 fo
r
 Ro
u
n
d
 2  da
t
a
,
 an
d
 were  included  in  CAP  Part  1. The  
pa
t
t
e
r
n
s
 in
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
 ar
e
 di
s
c
u
s
s
e
d
 in
 CA
P
 Pa
r
t
 2  Se
c
t
i
o
n
 2.
3
.
1
.
1
.
In
a
d
e
q
u
a
t
e
 Da
t
a
 – Al
l

So
u
r
c
e
 Ar
e
a
s
88
If
 a  MW
 do
e
s
 no
t
 ex
i
s
t
 be
t
w
e
e
n
 a  2L
 ex
c
e
e
d
a
n
c
e
 an
d
 re
c
e
p
t
o
r

(s
t
r
e
a
m
 an
d
 wa
t
e
r
 su
p
p
l
y
 we
l
l
)
 ad
d
i
t
i
o
n
a
l
 we
l
l
s
 or
 tr
a
n
s
p
o
r
t

mo
d
e
l
i
n
g
 is
 ne
e
d
e
d
 to
 fi
l
l
 da
t
a
 ga
p
.
Du
k
e
 En
e
r
g
y
 ha
s
 in
s
t
a
l
l
e
d
 ad
d
i
t
i
o
n
a
l
 mo
n
i
t
o
r
i
n
g
 we
l
l
s
 to
 ad
d
r
e
s
s
 co
n
c
e
r
n
s
 to  refine  understanding  of  
ex
c
e
e
d
a
n
c
e
s
.

Re
s
u
l
t
s
 fr
o
m
 th
e
 Ro
u
n
d
 5,
 in
c
l
u
d
i
n
g
 ad
d
i
t
i
o
n
a
l
 as
s
e
s
s
m
e
n
t
 wells, has  been  included  in  CSA  
Su
p
p
l
e
m
e
n
t
 2.

In
a
d
e
q
u
a
t
e
 Da
t
a
 – Al
l

So
u
r
c
e
 Ar
e
a
s
89
If
 un
c
e
r
t
a
i
n
t
y
 ex
i
s
t
s
 ab
o
u
t
 lo
c
a
l
 fl
o
w
 du
e
 to
 in
s
u
f
f
i
c
i
e
n
t
 nu
m
b
e
r
 or

pl
a
c
e
m
e
n
t
 of
 we
l
l
s
,
 th
e
n
 ad
d
i
t
i
o
n
a
l
 we
l
l
s
 sh
o
u
l
d
 be
 in
s
t
a
l
l
e
d
.

Sa
m
e
 co
m
m
e
n
t
 ap
p
l
i
e
s
 fo
r
 un
c
e
r
t
a
i
n
t
y
 on
 ve
r
t
i
c
a
l
 gr
a
d
i
e
n
t
s
.
Du
k
e
 En
e
r
g
y
 ha
s
 in
s
t
a
l
l
e
d
 ad
d
i
t
i
o
n
a
l
 mo
n
i
t
o
r
i
n
g
 we
l
l
s
 to
 ad
d
r
e
s
s
 co
n
c
e
r
n
s
 to  refine  understanding  of  
ex
c
e
e
d
a
n
c
e
s
.

Re
s
u
l
t
s
 fr
o
m
 th
e
 Ro
u
n
d
 5,
 in
c
l
u
d
i
n
g
 ad
d
i
t
i
o
n
a
l
 as
s
e
s
s
m
e
n
t
 wells, has  been  included  in  CSA  
Su
p
p
l
e
m
e
n
t
 2.

Pa
g
e
 7  of
 7
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 2 ‐2:
 To
t
a
l
 an
d
 Ef
f
e
c
t
i
v
e
 Po
r
o
s
i
t
y
 an
d
 Sp
e
c
i
f
i
c
 St
o
r
a
g
e
 by
 Fl
o
w
 La
y
e
r
Hy
d
r
o
s
t
r
a
t
i
g
r
a
p
h
i
c

U
n
i
t
Tr
a
n
s
i
t
i
o
n

Z
o
n
e

(
T
Z
)
Be
d
r
o
c
k

(
B
R
)

-

F
r
a
c
t
u
r
e
d
Be
d
r
o
c
k

(
B
R
)

-

D
e
n
s
e
No
t
e
s
:

3.

T
a
b
l
e

r
e
v
i
s
e
d

0
7
/
1
4
/
2
0
1
6
.
1.

R
a
n
g
e
s

b
a
s
e
d

o
n

p
u
b
l
i
s
h
e
d

v
a
l
u
e
s

(
D
o
m
e
n
i
c
o

a
n
d

M
i
f
f
l
i
n
,

1
9
6
5
;

S
i
n
g
h
a
l

a
n
d

G
u
p
t
a
,

2
0
1
0
)
.

2.

E
f
f
e
c
t
i
v
e

p
o
r
o
s
i
t
y

a
n
d

s
p
e
c
i
f
i
c

y
i
e
l
d

a
r
e

n
o
t

s
y
n
o
n
y
m
o
u
s
.

F
o
r

p
r
a
c
t
i
c
a
l

p
u
r
p
o
s
e
s
,

t
h
e
y

m
a
y

b
e

e
s
t
i
m
a
t
e
d

a
s

a
p
p
r
o
x
i
m
a
t
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l
y

e
q
u
al

i
n

v
a
l
u
e
.
Sp
e
c
i
f
i
c

S
t
o
r
a
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e

(
1
/
f
t
)
1.
0
E
-
0
6

-

2
.
1
E
-
0
5
<
1
.
0
E
-
0
6
Se
c
o
n
d
a
r
y

(
E
f
f
e
c
t
i
v
e
)

Po
r
o
s
i
t
y

/

S
p
e
c
i
f
i
c

Y
i
e
l
d

(%
)
5.
0

-

1
0
.
0
2.
0

-

5
.
0
To
t
a
l

P
o
r
o
s
i
t
y

(
%
)
5
-

1
5
5
-

1
0
0
-

3

0

-

5

<

1
.
0
E
-
0
6
Pa
g
e
 1  of
 1
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e

3
-
1
:

R
o
u
n
d

5

A
n
a
l
y
t
i
c
a
l

R
e
s
u
l
t
s

o
f

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g
AB
-
1
0
D

A
B
-
2
5
B
R

A
B
-
2
5
D

A
B
-
3
0
B
R

A
B
-
3
0
D

A
B
-
3
0
S

A
B
-
3
5
B
R

A
B
-
5
D

A
B
-
5
D
4/
2
5
/
2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
5
/
20
1
6

4
/
2
5
/
2
0
1
6

4
/
2
6
/
2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
5
/
2
0
1
6
NN
N
N
N
N
N
N
F
D
DR
-
A
B
-
1
0
D

D
R
-
A
B
-
2
5
B
R

D
R
-
A
B
-
2
5
D

D
R
-
A
B
-
3
0
B
R

D
R
-
A
B
-
3
0
D

D
R
-
A
B
-
3
0
S

D
R
-
A
B
-
3
5
B
R

D
R
-
A
B
-
5
D

D
R
-
A
B
-
5
D
-
F
D
Ro
u
n
d

5

R
o
u
n
d

5

R
o
u
n
d

5

R
o
u
n
d

5

R
o
u
n
d

5

R
o
u
n
d

5

R
o
u
n
d

5

R
o
u
n
d

5

R
o
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n
d

5
Co
n
s
t
i
t
u
e
n
t

F
r
a
c
t
i
o
n
NC
D
E
Q

0
2
L

G
W
Q
S
,

IM
A
C
,

o
r

D
H
H
S
GW
Q
S

S
o
u
r
c
e

U
n
i
t
Al
k
a
l
i
n
i
t
y
,

C
O
3

N

-
-

u
g
/
l

5
0
0
0

U

5
0
0
0

U

5
0
0
0

U

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c
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n
t
r
a
t
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n
,

b
i
a
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d

l
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w
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=

e
s
t
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m
a
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d

c
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c
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t
r
a
t
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,

b
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h
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=

r
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n
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d
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a
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c
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l
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=

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a
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g
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=

d
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=

d
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=

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a
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De
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a
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d
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=

g
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M
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A
l
l
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C
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=

n
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NS

=

n
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s
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=

t
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d
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s
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t
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a
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c
a
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b
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02
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=

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s
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w
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a
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1
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a
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2
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1
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)
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-
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2
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A
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-
2
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A
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B
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A
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B
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A
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D

B
G
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B
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B
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4/
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2
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4
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4
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4
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3
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2
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3
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4
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4
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NN
N
F
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N
N
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N
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DR
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2
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D
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Dan River Steam Station CSA Supplement 2
Ta
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3
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1
:

R
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d

5

A
n
a
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y
t
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u
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u
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u
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u
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u
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10
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u
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D

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u
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7
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l
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4
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u
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T
70
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2

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l
c
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T

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b
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5
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D

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1
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l
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T
30
0
02
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T

1
5

0
2
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u
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Ma
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s
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-

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l
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a
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l
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a
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T
50
02
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D

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1

0
2
L

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l
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-
-

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b
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m

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b
d
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0
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t
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2

p
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2
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0
2
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n
t
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-
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l
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f
a
t
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N
25
0
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0
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02
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l
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l
f
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d
e

N

-
-

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l
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a
l
l
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-

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l
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a
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l
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T

0
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2

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u
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l
To
t
a
l

D
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s
s
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v
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N
50
0
0
0
0
02
L

u
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l
To
t
a
l

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a
n
i
c

C
a
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b
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n

N

-
-

u
g
/
l
To
t
a
l

S
u
s
p
e
n
d
e
d

S
o
l
i
d
s

N

-
-

u
g
/
l
Ur
a
n
i
u
m
,

N
a
t
u
r
a
l

T

-
-

u
g
/
l
Lo
c
a
t
i
o
n
:
Da
t
e
:
Sa
m
p
l
e

T
y
p
e
:
Sa
m
p
l
e

N
a
m
e
:
Ev
e
n
t
:
BG
-
5
S

G
W
A
-
1
0
D

G
W
A
-
1
1
D

G
W
A
-
1
1
S

G
W
A
-
1
2
D

G
W
A
-
1
2
S

G
W
A
-
1
4
D

G
W
A
-
1
4
S

G
W
A
-
1
4
S
3/
2
8
/
2
0
1
6

4
/
2
6
/
2
0
1
6

4
/
2
6
/
2
0
1
6

4
/
2
6
/
2
0
1
6

3
/
2
8
/
20
1
6

3
/
2
8
/
2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
6
/
2
0
1
6
NN
N
N
N
N
N
N
N
DR
-
B
G
-
5
S

D
R
-
G
W
A
-
1
0
D

D
R
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G
W
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1
1
D

D
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G
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1
1
S

D
R
-
G
W
A
-
1
2
D

D
R
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G
W
A
-
1
2
S

D
R
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G
W
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-
1
4
D

D
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G
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-
1
4
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D
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1
4
S
Ro
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n
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5

R
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d

5

R
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5

R
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5

R
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5

R
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5

R
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5

R
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5

R
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5
50
0
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5
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5
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5
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5
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5
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5
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-
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5
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73
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-
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4
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73
6
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S

G
W
A
-
1
4
S
3/
2
8
/
2
0
1
6

4
/
2
6
/
2
0
1
6

4
/
2
6
/
2
0
1
6

4
/
2
6
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2
0
1
6

3
/
2
8
/
20
1
6

3
/
2
8
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2
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1
6

4
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2
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2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
6
/
2
0
1
6
NN
N
N
N
N
N
N
N
DR
-
B
G
-
5
S

D
R
-
G
W
A
-
1
0
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D
R
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G
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1
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D
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1
1
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D
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G
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-
1
2
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D
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-
1
2
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D
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G
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1
4
D

D
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G
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1
4
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D
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G
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A
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1
4
S
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5

R
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5

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5

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5

R
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5

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5

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-
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-
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f

1
4
Dan River Steam Station CSA Supplement 2
Ta
b
l
e

3
-
1
:

R
o
u
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d

5

A
n
a
l
y
t
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R
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o
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n
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3

N

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-

u
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3

N

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-

u
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l
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-
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u
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m
i
n
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D

-
-

u
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m
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T

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1
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D

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10
02
L

u
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D

-
-

u
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7
0
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2
L

u
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Be
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l
l
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4
IM
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C

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D

-
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n

T
70
0
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L

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d
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m
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T

2

0
2
L

u
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l
Ca
l
c
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T

-
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u
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l
Ca
r
b
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n

N

-
-

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Ch
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N

2
5
0
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0
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L

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l
Ch
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m
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D

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m
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T
10
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6
+

T
0.
0
7
DH
H
S

u
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1
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u
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p
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D

-
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u
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p
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1
0
0
0

0
2
L

u
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-
-

u
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l
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n

T
30
0
02
L

u
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D

-
-

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T

1
5

0
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L

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Ma
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a
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50
02
L

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1

0
2
L

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b
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2

p
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f
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N
25
0
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N

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l
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l
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0
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2

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u
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D
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N
50
0
0
0
0
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u
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l
To
t
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c

C
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b
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-
-

u
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l
To
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a
l

S
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s
p
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d
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d

S
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d
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-
-

u
g
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l
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a
n
i
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m
,

N
a
t
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l

T

-
-

u
g
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l
Lo
c
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t
i
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:
Da
t
e
:
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m
p
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:
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m
p
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N
a
m
e
:
Ev
e
n
t
:
GW
A
-
1
5
D

G
W
A
-
1
D

G
W
A
-
1
S

G
W
A
-
4
D

G
W
A
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4
S

G
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A
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5
B
R

G
W
A
-
6
D

G
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A
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6
S

G
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7
D
4/
2
5
/
2
0
1
6

4
/
2
6
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2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
6
/
2
0
1
6

4
/
2
6
/
20
1
6

4
/
2
6
/
2
0
1
6

4
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2
5
/
2
0
1
6

4
/
2
5
/
2
0
1
6

4
/
2
5
/
2
0
1
6
NN
N
N
N
N
N
N
N
DR
-
G
W
A
-
1
5
D

D
R
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G
W
A
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1
D

D
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D
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4
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D
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4
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D
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5
B
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D
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6
D

D
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6
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D
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7
D
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5

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5

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5

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5

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5

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5

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5

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5

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5
50
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--

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Dan River Steam Station CSA Supplement 2
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Dan River Steam Station CSA Supplement 2
Ta
b
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3
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2
:

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d

5

A
n
a
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30
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26
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3

1400
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c
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n
:
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:
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m
p
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T
y
p
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:
Sa
m
p
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e

N
a
m
e
:
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t
:
Pa
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1

o
f

3
Dan River Steam Station CSA Supplement 2
Ta
b
l
e

3
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2
:

R
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d

5

A
n
a
l
y
t
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R
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o
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P
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M
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n
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t
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g
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5
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5
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5
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2
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1
6

4
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2
5
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2
0
1
6

4
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2
5
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2
0
1
6

4
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2
5
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2
0
1
6
NN
N
N
DR
-
A
B
-
1
0
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D
R
-
A
B
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1
0
S
L

D
R
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B
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5
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R
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A
B
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S
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d

5

R
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d

5

R
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5

R
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d

5
Co
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F
r
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D
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0
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G
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D
H
H
S
GW
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S
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U
n
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t
Lo
c
a
t
i
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:
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m
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T
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:
Sa
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7

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1

o
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4
Dan River Steam Station CSA Supplement 2
Ta
b
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3
-
3
:

R
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5

A
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l
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R
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1
3

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5
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5
/
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4
/
2
5
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2
0
1
6

4
/
2
5
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2
0
1
6
NN
N
N
N
N
N
N
DR
-
S
W
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1

D
R
-
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W
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1
0

D
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5
Co
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F
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n
NC
D
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Q

0
2
B

S
W
Q
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(C
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C
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Un
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Dan River Steam Station CSA Supplement 2
Table 3‐4: Summary of Groundwater Elevations
Well Identification Date Top of Casing (TOC) Depth to Water (DTW) Groundwater Elevation
6/26/2015 47.28 492.14
9/2/2015 47.32 492.10
6/12/2016 46.65 492.77
6/26/2015 19.12 520.32
9/2/2015 19.40 520.04
6/12/2016 20.99 572.45
6/26/2015 40.58 498.84
9/2/2015 40.91 498.51
6/12/2016 40.93 498.49
6/26/2015 56.78 486.12
9/2/2015 57.05 485.85
6/12/2016 55.77 487.13
6/26/2015 51.46 491.51
9/2/2015 52.20 490.77
6/12/2016 48.81 494.16
6/26/2015 46.30 496.57
9/2/2015 47.39 495.48
6/12/2016 42.80 500.07
6/26/2015 39.37 489.90
9/2/2015 23.24 506.03
6/12/2016 40.44 488.77
6/26/2015 38.87 490.60
9/2/2015 38.92 490.55
6/12/2016 39.03 490.41
6/26/2015 15.16 514.18
9/2/2015 15.19 514.15
6/12/2016 17.13 512.15
6/26/2015 23.01 508.98
9/2/2015 22.46 509.53
6/12/2016 23.60 508.39
6/26/2015 12.29 521.56
9/2/2015 12.47 521.38
6/12/2016 13.33 520.52
6/26/2015 11.94 522.06
9/2/2015 12.12 521.88
6/12/2016 13.20 520.80
6/26/2015 21.78 570.06
9/2/2015 23.22 568.62
6/12/2016 ‐‐ ‐‐
6/26/2015 10.75 548.95
9/2/2015 11.54 548.16
6/12/2016 9.84 549.86
6/26/2015 32.68 528.32
9/2/2015 32.82 528.18
6/12/2016 29.99 531.04
AB‐30BR 529.27
AB‐30D 529.47
AB‐30S 529.34
AS‐10D 591.84
AS‐12S 559.70
AS‐2D 561.00
AB‐35BR 531.99
542.87
AB‐10D
AB‐10SL
AB‐10S
AB‐25BR
AB‐25D
AB‐25S
539.42
539.42
539.44
542.90
542.97
AB‐5D 533.85
AB‐5S 534.00
Page 1 of 7
Dan River Steam Station
CSA Supplement 2
Table 3‐4: Summary of Groundwater Elevations
Well Identification Date Top of Casing (TOC) Depth to Water (DTW) Groundwater Elevation
6/26/2015 17.50 544.67
9/2/2015 17.98 544.19
6/12/2016 ‐‐ ‐‐
6/26/2015 35.41 551.25
9/2/2015 36.31 550.35
6/12/2016 ‐‐ ‐‐
6/26/2015 36.71 545.39
9/2/2015 37.25 544.85
6/12/2016 34.09 548.01
6/26/2015 37.10 545.13
9/2/2015 37.57 544.66
6/12/2016 34.60 547.63
6/26/2015 16.02 500.38
9/2/2015 16.67 499.73
6/12/2016 15.68 500.72
6/26/2015 7.74 507.17
9/2/2015 7.89 507.02
6/12/2016 6.68 508.23
6/26/2015 7.95 507.29
9/2/2015 7.98 507.26
6/12/2016 6.61 508.63
6/29/2015 33.56 520.00
9/2/2015 33.67 519.89
6/12/2016 33.15 520.49
6/29/2015 30.33 523.07
9/2/2015 30.27 523.13
6/12/2016 ‐‐ ‐‐
6/26/2015 18.32 541.45
9/2/2015 19.65 540.12
6/12/2016 17.53 542.25
6/26/2015 19.78 540.35
9/2/2015 20.08 540.05
6/12/2016 18.28 541.84
6/29/2015 20.14 564.31
9/2/2015 21.05 563.40
6/12/2016 18.53 565.96
6/29/2015 12.41 572.49
9/2/2015 13.70 571.20
6/12/2016 11.90 573.03
6/26/2015 6.54 493.65
9/2/2015 6.17 494.02
6/12/2016 6.02 494.17
6/26/2015 10.92 489.05
9/2/2015 9.22 490.75
6/12/2016 9.02 490.95
AS‐4D 562.17
AS‐6D 586.66
AS‐8BR 582.10
BG‐5S 515.24
GWA‐10D 553.56
GWA‐10S 553.40
AS‐8D 582.23
BG‐1D 516.40
BG‐5D 514.91
GWA‐12S 584.90
GWA‐14D 500.19
GWA‐11D 559.77
GWA‐11S 560.13
GWA‐12D 584.45
GWA‐14S 499.97
Page 2 of 7
Dan River Steam Station
CSA Supplement 2
Table 3‐4: Summary of Groundwater Elevations
Well Identification Date Top of Casing (TOC) Depth to Water (DTW) Groundwater Elevation
6/26/2015 22.60 481.53
9/2/2015 22.82 481.31
6/12/2016 21.91 482.22
6/26/2015 DRY ‐‐
9/2/2015 DRY ‐‐
6/12/2016 DRY ‐‐
6/29/2015 30.57 571.01
9/2/2015 32.09 569.49
6/12/2016 27.00 574.58
6/29/2015 28.81 572.58
9/2/2015 32.25 569.14
6/12/2016 24.88 576.51
6/26/2015 27.76 560.28
9/2/2015 29.17 558.87
6/12/2016 ‐‐ ‐‐
6/26/2015 23.45 564.12
9/2/2015 25.00 562.57
6/12/2016 ‐‐ ‐‐
6/26/2015 24.22 549.82
9/2/2015 24.72 549.32
6/12/2016 ‐‐ ‐‐
6/26/2015 21.02 552.96
9/2/2015 21.32 552.66
6/12/2016 ‐‐ ‐‐
6/26/2015 27.25 499.95
9/2/2015 27.05 500.15
6/12/2016 27.59 499.61
6/26/2015 21.99 505.88
9/2/2015 21.78 506.09
6/12/2016 22.76 505.11
6/26/2015 3.43 496.30
9/2/2015 3.11 496.62
6/12/2016 3.10 496.63
6/26/2015 17.94 483.26
9/2/2015 17.48 483.72
6/12/2016 16.35 484.85
6/26/2015 13.53 487.95
9/2/2015 14.54 486.94
6/12/2016 12.54 488.94
6/26/2015 17.33 526.15
9/2/2015 18.61 524.87
6/12/2016 16.18 527.30
6/26/2015 16.08 527.08
9/2/2015 17.58 525.58
6/12/2016 14.94 528.22
GWA‐15D 504.13
GWA‐3D 574.04
GWA‐3S 573.98
GWA‐4D 527.20
GWA‐15S 504.21
GWA‐1D 601.58
GWA‐2S 587.57
GWA‐1S 601.39
GWA‐2D 588.04
GWA‐4S 527.87
GWA‐5BR 499.73
GWA‐7S 543.16
GWA‐6S 501.48
GWA‐7D 543.48
501.20GWA‐6D
Page 3 of 7
Dan River Steam Station
CSA Supplement 2
Table 3‐4: Summary of Groundwater Elevations
Well Identification Date Top of Casing (TOC) Depth to Water (DTW) Groundwater Elevation
6/26/2015 16.26 567.75
9/2/2015 17.28 566.73
6/12/2016 14.06 569.95
6/26/2015 15.35 568.52
9/2/2015 15.86 568.01
6/12/2016 12.93 570.94
6/29/2015 30.93 580.37
9/2/2015 32.15 579.15
6/12/2016 26.78 584.52
6/29/2015 30.22 581.50
9/2/2015 31.42 580.30
6/12/2016 25.65 586.07
6/29/2015 ‐‐ ‐‐
9/2/2015 DRY ‐‐
6/12/2016 DRY ‐‐
6/29/2015 50.05 482.00
9/2/2015 50.61 481.44
6/12/2016 49.15 482.65
6/29/2015 ‐‐ ‐‐
9/2/2015 ‐‐ ‐‐
6/12/2016 DRY ‐‐
6/29/2015 DRY ‐‐
9/2/2015 38.70 493.13
6/12/2016 38.31 492.85
6/29/2015 20.91 572.68
9/2/2015 22.42 571.17
6/12/2016 19.22 574.37
6/29/2015 20.52 572.71
9/2/2015 22.08 571.15
6/12/2016 17.87 575.36
6/29/2015 4.13 558.10
9/2/2015 5.10 557.13
6/12/2016 ‐‐ ‐‐
6/29/2015 5.78 556.50
9/2/2015 6.54 555.74
6/12/2016 ‐‐ ‐‐
6/29/2015 2.35 496.55
9/2/2015 1.88 497.02
6/12/2016 ‐‐ ‐‐
6/29/2015 5.42 493.38
9/2/2015 5.06 493.74
6/12/2016 ‐‐ ‐‐
6/26/2015 15.82 486.50
9/2/2015 16.26 486.06
6/12/2016 14.19 488.13
MW‐11D 531.83
GWA‐8D 584.01
MW‐10 531.81
MW‐10D 532.05
MW‐11 531.16
GWA‐8S 583.87
GWA‐9D 611.30
GWA‐9S 611.72
MW‐20S 562.28
MW‐21D 498.90
MW21S 498.80
MW‐12 593.59
MW‐12D 593.23
MW‐20D 562.23
MW‐22BR 502.32
Page 4 of 7
Dan River Steam Station
CSA Supplement 2
Table 3‐4: Summary of Groundwater Elevations
Well Identification Date Top of Casing (TOC) Depth to Water (DTW) Groundwater Elevation
6/29/2015 38.96 465.56
9/2/2015 DRY ‐‐
6/12/2016 ‐‐ ‐‐
6/29/2015 20.42 484.77
9/2/2015 20.89 484.30
6/12/2016 ‐‐ ‐‐
6/26/2015 FLOWING ARTESIAN ‐‐
9/2/2015 FLOWING ARTESIAN ‐‐
6/12/2016 FLOWING ARTESIAN ‐‐
6/29/2015 14.75 513.47
9/2/2015 14.12 514.10
6/12/2016 12.75 515.47
6/29/2015 22.91 570.64
9/2/2015 24.10 569.45
6/12/2016 ‐‐ ‐‐
6/26/2015 93.52 557.85
9/2/2015 93.74 557.63
6/12/2016 ‐‐ ‐‐
6/26/2015 69.28 544.34
9/2/2015 69.81 543.81
6/12/2016 ‐‐ ‐‐
6/26/2015 11.51 521.08
9/2/2015 11.45 521.14
6/12/2016 12.45 520.14
6/26/2015 17.43 521.48
9/2/2015 17.36 521.55
6/12/2016 17.72 521.19
6/26/2015 41.85 495.88
9/2/2015 42.22 495.51
6/12/2016 41.14 496.59
6/26/2015 29.30 510.45
9/2/2015 29.67 510.08
6/12/2016 27.20 512.55
6/26/2015 45.18 525.57
9/2/2015 45.58 525.17
6/12/2016 45.29 525.46
6/26/2015 24.18 547.75
9/2/2015 24.38 547.55
6/12/2016 21.94 549.99
6/26/2015 30.49 536.72
9/2/2015 30.72 536.49
6/12/2016 29.36 537.85
6/29/2015 20.39 506.02
9/2/2015 DRY ‐‐
6/12/2016 DRY ‐‐
MW‐22S 505.19
MW‐23D 528.22
MW‐301BR 593.55
MW‐22D 504.52
MW‐23BR 527.55
MW‐310BR 538.91
MW‐311BR 537.73
MW‐314BR 539.75
MW‐303BR 651.37
MW‐306BR 613.62
MW‐308BR 532.59
MW‐9 526.41
MW‐315BR 570.75
MW‐317BR 571.93
MW‐318D 567.21
Page 5 of 7
Dan River Steam Station
CSA Supplement 2
Table 3‐4: Summary of Groundwater Elevations
Well Identification Date Top of Casing (TOC) Depth to Water (DTW) Groundwater Elevation
6/29/2015 33.19 493.85
9/2/2015 34.24 492.80
6/12/2016 31.57 495.47
6/29/2015 10.42 583.57
9/2/2015 112.72 481.27
‐‐ ‐‐ ‐‐
6/26/2015 36.80 549.73
9/2/2015 11.31 575.22
‐‐ ‐‐ ‐‐
6/26/2015 79.41 571.02
9/2/2015 29.66 620.77
‐‐ ‐‐ ‐‐
6/29/2015 9.92 550.30
‐‐ ‐‐ ‐‐
‐‐ ‐‐ ‐‐
6/26/2015 14.56 546.30
9/2/2015 11.62 549.24
‐‐ ‐‐ ‐‐
6/26/2015 12.97 548.25
9/2/2015 11.45 549.77
‐‐ ‐‐ ‐‐
6/29/2015 63.04 548.11
9/2/2015 14.14 597.01
‐‐ ‐‐ ‐‐
6/29/2015 51.23 558.62
9/2/2015 13.27 596.58
‐‐ ‐‐ ‐‐
6/29/2015 18.23 516.65
9/2/2015 13.66 521.22
‐‐ ‐‐ ‐‐
6/29/2015 6.14 525.15
9/2/2015 6.75 524.54
‐‐ ‐‐ ‐‐
6/29/2015 7.54 521.48
9/2/2015 4.07 524.95
‐‐ ‐‐ ‐‐
6/29/2015 19.62 519.70
9/2/2015 ‐‐ ‐‐
‐‐ ‐‐ ‐‐
6/29/2015 22.12 514.63
9/2/2015 29.66 507.09
‐‐ ‐‐ ‐‐
6/29/2015 ‐‐ ‐‐
9/2/2015 27.55 496.19
‐‐ ‐‐ ‐‐
MW‐9D 527.04
OW‐301D 593.99
OW‐304D 560.22
OW‐305D 560.86
OW‐305S 561.22
OW‐302D 586.53
OW‐303D 650.43
OW‐311D 536.75
OW‐312D 523.74
OW‐306D 611.15
OW‐306S 609.85
OW‐310S 539.32
OW‐307D
OW‐309D
534.88
529.02
OW‐308D 531.29
Page 6 of 7
Dan River Steam Station
CSA Supplement 2
Table 3‐4: Summary of Groundwater Elevations
Well Identification Date Top of Casing (TOC) Depth to Water (DTW) Groundwater Elevation
6/29/2015 27.62 497.04
‐‐ ‐‐
‐‐ ‐‐
6/29/2015 28.93 506.93
9/2/2015 3.20 532.66
‐‐ ‐‐ ‐‐
6/29/2015 32.21 509.09
9/2/2015 10.65 530.65
‐‐ ‐‐ ‐‐
6/29/2015 DRY ‐‐
9/2/2015 62.19 478.69
‐‐ ‐‐ ‐‐
6/29/2015 22.12 547.17
9/2/2015 19.89 549.40
‐‐ ‐‐ ‐‐
6/29/2015 15.49 553.76
9/2/2015 3.09 566.16
‐‐ ‐‐ ‐‐
6/29/2015 15.28 557.58
9/2/2015 6.13 566.73
‐‐ ‐‐ ‐‐
6/29/2015 29.78 537.38
9/2/2015 1.80 565.36
‐‐ ‐‐ ‐‐
6/29/2015 DRY ‐‐
9/2/2015 2.30 579.38
‐‐ ‐‐ ‐‐
6/29/2015 23.98 558.09
9/2/2015 55.56 526.51
‐‐ ‐‐ ‐‐
6/29/2015 3.00 607.39
9/2/2015 DRY ‐‐
‐‐ ‐‐ ‐‐
6/26/2015 11.06 580.95
9/2/2015 55.34 536.67
‐‐ ‐‐ ‐‐
OW‐313D 535.86
OW‐320D
OW‐321D
540.88
569.29
OW‐319S 582.07
OW‐312S 524.66
OW‐314D 541.30
OW‐318BR 567.16
OW‐319D 581.68
610.39
592.01
OW‐315S
OW‐317D
569.25
572.86
OW‐314S
OW‐315D
Page 7 of 7
Dan River Steam Station
CSA Supplement 2
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5

1
.
3
7

5
.
7
5
4

5
.
5
%
AS
-
2
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

2
5
1

4
.
1
1
5

1
7
.
5

0
.
4
9
3

0

0

1
7
9

3
.
7
2
5

8
.
33
3

9
9
.
4

4
.
9
5
8

3
3
.
2

2
.
7
3
3

2
.
6
3

0
.
0
6
7

2
8
.
4

1
.
2
3
5

8
.
9
9
3

3
.
8
%
AS
-
8
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
7
2

2
.
8
2

6
.
8

0
.
1
9
2

0

0

6
9
.
5

1
.
44
6

4
.
4
5
8

6
5

3
.
2
4
2

1
0
.
2

0
.
8
4

3
.
1
5

0
.
0
8
1

1
3
.
8

0
.
6

4
.
7
6
3

3
.
3
%
AS
-
8
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
2
0

1
.
9
6
7

5
.
3

0
.
1
4
9

0

0

2
0
.
9

0
.
43
5

2
.
5
5
1

2
7
.
6

1
.
3
7
7

9
.
5
9

0
.
7
8
9

0

0

1
3
.
9

0
.
6
0
4

2
.
7
7

4
.
1
%
BG
-
1
D

G
r
o
u
n
d
w
a
t
e
r

4
/
4
/
2
0
1
6

1
2
.
1

0
.
4
0
3

6
0
.
3

0
.
9
8
9

5
.
9

0
.
1
6
6

0
.
2
2

0
.
00
4

1
0
6

2
.
2
0
6

3
.
7
6
8

3
6
.
1

1
.
8

1
1
.
2

0
.
9
2
2

4
.
9

0
.
1
2
5

2
9
.
3

1
.
2
7
4

4
.
1
2
1

4
.
5
%
BG
-
5
D

G
r
o
u
n
d
w
a
t
e
r

3
/
2
8
/
2
0
1
6

0

0

1
1
6

1
.
9
0
2

6
.
2

0
.
1
7
5

0
.
2
4

0
.
0
0
4
34
.
1

0
.
7
1

2
.
7
9
1

2
5

1
.
2
4
7

1
4
.
7

1
.
2
1

0

0

1
7
.
8

0
.
7
7
4

3
.
2
3
1

7
.
3
%
BG
-
5
D

G
r
o
u
n
d
w
a
t
e
r

4
/
4
/
2
0
1
6

0

0

1
1
6

1
.
9
0
2

6
.
2

0
.
1
7
5

0
.
2
4

0
.
0
0
4
34
.
1

0
.
7
1

2
.
7
9
1

2
5

1
.
2
4
7

1
4
.
7

1
.
2
1

0

0

1
7
.
8

0
.
7
7
4

3
.
2
3
1

7
.
3
%
BG
-
5
S

G
r
o
u
n
d
w
a
t
e
r

3
/
2
8
/
2
0
1
6

0

0

7
3
.
6

1
.
2
0
7

6
.
7

0
.
1
8
9

0
.
4
6

0
.
0
0
7
33
.
6

0
.
6
9
9

2
.
1
0
2

1
6
.
8

0
.
8
3
8

1
1
.
4

0
.
9
3
8

0

0

1
7

0
.
7
3
9

2
.
5
1
5

8
.
9
%
GW
A
-
1
0
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

6
8

1
.
1
1
5

9
.
3

0
.
2
6
2

0
.
2
4

0
.
0
0
4

6
1
.
2

1
.
2
7
4

2
.
6
5
5

2
2
.
9

1
.
1
4
2

1
2
.
5

1
.
0
2
9

0

0

1
5
.
6

0
.
6
7
8

2
.
8
4
9

3
.
5
%
GW
A
-
1
1
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

1
7
6

2
.
8
8
5

1
1
.
2

0
.
3
1
5

0

0

4
0
.
5

0
.8
4
3

4
.
0
4
3

5
0
.
5

2
.
5
1
9

1
7
.
1

1
.
4
0
7

0

0

1
6
.
6

0
.
7
2
2

4
.
6
4
8

7
.
0
%
GW
A
-
1
1
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

2
5
.
1

0
.
4
1
1

1
0
.
4

0
.
2
9
3

0
.
3
1

0
.
0
0
5
4.
7

0
.
0
9
8

0
.
8
0
7

5
.
4
7

0
.
2
7
3

2
.
8

0
.
2
3

0

0

9
.
5
3

0
.
4
1
4

0
.
9
1
7

6
.
4
%
GW
A
-
1
2
D

G
r
o
u
n
d
w
a
t
e
r

3
/
2
8
/
2
0
1
6

0

0

2
0
1

3
.
2
9
5

4

0
.
1
1
3

0
.
1

0
.
0
0
2

1
9
.
6

0
.
4
0
8

3
.
8
1
8

5
0
.
9

2
.
5
3
9

1
7
.
8

1
.
4
6
5

0

0

9
.
6
9

0
.
4
2
1

4
.
4
2
5

7
.
4
%
GW
A
-
1
2
S

G
r
o
u
n
d
w
a
t
e
r

3
/
2
8
/
2
0
1
6

0

0

9
.
7

0
.
1
5
9

3
.
3

0
.
0
9
3

1
.
5

0
.
0
2
4
24
.
9

0
.
5
1
8

0
.
7
9
4

6
.
7
6

0
.
3
3
7

4
.
1
6

0
.
3
4
2

0

0

5
.
7
2

0
.
2
4
9

0
.
9
2
8

7
.
8
%
GW
A
-
1
4
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
5
7

2
.
5
7
4

1
2
.
1

0
.
3
4
1

0
.
0
2
1

0
10
6

2
.
2
0
6

5
.
1
2
1

7
8
.
2

3
.
9

8
.
1
5

0
.
6
7
1

0

0

2
1
.
9

0
.
9
5
2

5
.
5
2
3

3
.
8
%
GW
A
-
1
4
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

4
5
.
4

0
.
7
4
4

5
.
5

0
.
1
5
5

0
.
1
2

0
.
0
0
2

2
1
.
9

0
.
4
5
6

1
.
3
5
7

8
.
9
7

0
.
4
4
7

4
.
7
8

0
.
3
9
3

0

0

9
.
5
3

0
.
4
1
4

1
.
2
5
4

-
3
.
9
%
GW
A
-
1
4
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

4
5
.
4

0
.
7
4
4

5
.
5

0
.
1
5
5

0
.
1
2

0
.
0
0
2

2
1
.
9

0
.
4
5
6

1
.
3
5
7

8
.
9
7

0
.
4
4
7

4
.
7
8

0
.
3
9
3

0

0

9
.
5
3

0
.
4
1
4

1
.
2
5
4

-
3
.
9
%
GW
A
-
1
5
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
1
8

1
.
9
3
4

1
0
.
5

0
.
2
9
6

0
.
0
3
6

0
.
0
0
1
14
8

3
.
0
8

5
.
3
1
1

7
2

3
.
5
9
1

1
5

1
.
2
3
5

4
.
3
1

0
.
1
1

1
7

0
.
7
3
9

5
.
6
7
5

3
.
3
%
GW
A
-
1
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

2
1
9

7
.
3

0

0

3
.
6

0
.
1
0
1

0

0

2
0
0.
4
1
6

7
.
8
1
7

1
4

0
.
6
9
8

0

0

2
0
9

5
.
3
4
5

6
3

2
.
7
3
9

8
.
7
8
2

5
.
8
%
GW
A
-
1
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

5
5
.
8

0
.
9
1
5

2

0
.
0
5
6

0
.
0
3

0

3
.
2
0.
0
6
7

1
.
0
3
8

2
.
9
6

0
.
1
4
8

3
.
7
6

0
.
3
0
9

0

0

1
6
.
5

0
.
7
1
7

1
.
1
7
4

6
.
1
%
GW
A
-
4
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

4
1
.
8

0
.
6
8
5

1
2
.
1

0
.
3
4
1

0

0

4
2
.
5

0
.8
8
4

1
.
9
1

1
5
.
5

0
.
7
7
3

6
.
3
3

0
.
5
2
1

0

0

1
8
.
1

0
.
7
8
7

2
.
0
8
1

4
.
3
%
GW
A
-
4
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

5
0
.
4

0
.
8
2
6

7
.
9

0
.
2
2
3

0

0

4
7

0
.
9
7
8
2.
0
2
7

2
1
.
2

1
.
0
5
7

5
.
5
6

0
.
4
5
8

4
.
1
3

0
.
1
0
6

1
4
.
1

0
.
6
1
3

2
.
2
3
4

4
.
9
%
GW
A
-
5
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

1
6
5

2
.
7
0
5

1
7
.
6

0
.
4
9
6

0

0

4
1
9
8.
7
2

1
1
.
9
2
1

1
8
4

9
.
1
7
7

2
4
.
5

2
.
0
1
6

0

0

1
9
.
8

0
.
8
6
1

1
2
.
0
5
4

0
.
6
%
GW
A
-
6
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
2
1

1
.
9
8
4

1
8
.
1

0
.
5
1

0

0

6
1

1
.
2
7

3
.
7
6
4

4
0
.
1

2

1
1

0
.
9
0
5

0

0

2
7

1
.
1
7
4

4
.
0
7
9

4
.
0
%
GW
A
-
6
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

2
4
8

4
.
0
6
6

1
4
.
9

0
.
4
2

0

0

1
0
.
4

0
.
2
1
6
4.
7
0
2

6
9
.
6

3
.
4
7
1

9
.
8
7

0
.
8
1
2

8
.
0
3

0
.
2
0
5

2
3
.
2

1
.
0
0
9

5
.
4
9
7

7
.
8
%
GW
A
-
7
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

5
1
.
2

0
.
8
3
9

3

0
.
0
8
5

0

0

1
0
6
2.
2
0
6

3
.
1
3

2
5
.
2

1
.
2
5
7

1
3

1
.
0
7

0

0

2
2
.
3

0
.
9
7

3
.
2
9
7

2
.
6
%
12
.
1
5

3
9
.
1

2
3
1
61

3
5
.
5

6
2

4
8
.
0
5

2
0
.
0
5
Charge Balance (%)
60

6
1

3
5
.
5

6
2

9
6
.
1

4
0
.
1

2
4
.
3

3
9
.
1

2
3
21
1
1
2

2
An
i
o
n
s
Cations
Al
k
a
l
i
n
i
t
y
,

C
O
3

A
l
k
a
l
i
n
i
t
y
,

H
C
O
3

C
h
l
o
r
i
d
e
Ni
t
r
o
g
e
n
,

N
O
2

pl
u
s

N
O
3
Su
l
f
a
t
e
Su
m

o
f

An
i
o
n
s
Ca
l
c
i
u
m

M
a
g
n
e
s
i
u
m

P
o
t
a
s
s
i
u
m

S
o
d
i
u
m
Sum of Cations 21
30
Pa
g
e
 1  of
 2
Dan  River  Steam  Station CSA  Supplement  2
Ta
b
l
e
 3 ‐5:
 Su
m
m
a
r
y
 of
 Ca
t
i
o
n
‐An
i
o
n
 Ba
l
a
n
c
e
 Di
f
f
e
r
e
n
c
e
s
Co
n
s
t
i
t
u
e
n
t
:
Mo
l
e
c
u
l
a
r

W
e
i
g
h
t

(
g
/
m
o
l
)
Ch
a
r
g
e
Eq
u
i
v
a
l
e
n
t

W
e
i
g
h
t

:
Si
t
e

L
o
c
a
t
i
o
n

M
a
t
r
i
x

D
a
t
e
Re
s
u
l
t

e
q
/
L

R
e
s
u
l
t

e
q
/
L

R
e
s
u
l
t

e
q
/
L

R
e
s
u
l
t

e
q
/
L

R
e
s
u
l
t

e
q
/
L
eq
/
L

R
e
s
u
l
t

e
q
/
L

R
e
s
u
l
t

e
q
/
L

R
e
s
u
l
t

e
q
/
L

R
e
s
u
l
t

e
q
/
L

e
q
/
L
Ri
v
e
r
b
e
n
d
12
.
1
5

3
9
.
1

2
3
1
61

3
5
.
5

6
2

4
8
.
0
5

2
0
.
0
5
Charge Balance (%)
60

6
1

3
5
.
5

6
2

9
6
.
1

4
0
.
1

2
4
.
3

3
9
.
1

2
3
21
1
1
2

2
An
i
o
n
s
Cations
Al
k
a
l
i
n
i
t
y
,

C
O
3

A
l
k
a
l
i
n
i
t
y
,

H
C
O
3

C
h
l
o
r
i
d
e
Ni
t
r
o
g
e
n
,

N
O
2

pl
u
s

N
O
3
Su
l
f
a
t
e
Su
m

o
f

An
i
o
n
s
Ca
l
c
i
u
m

M
a
g
n
e
s
i
u
m

P
o
t
a
s
s
i
u
m

S
o
d
i
u
m
Sum of Cations 21
30
GW
A
-
7
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
.
3

0
.
0
2
1

2
.
2

0
.
0
6
2

1
.
2

0
.
0
1
9
21
0

4
.
3
7

4
.
4
7
2

3
7
.
4

1
.
8
6
5

2
3
.
2

1
.
9
0
9

0

0

1
5
.
4

0
.
6
7

4
.
4
4
4

-
0
.
3
%
GW
A
-
8
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
4
2

2
.
3
2
8

3
.
9

0
.
1
1

0

0

3
8
8
8.
0
7
5

1
0
.
5
1
3

1
2
5

6
.
2
3
4

3
1
.
3

2
.
5
7
6

0

0

5
3
.
8

2
.
3
3
9

1
1
.
1
4
9

2
.
9
%
GW
A
-
8
S

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

7
5
.
3

1
.
2
3
4

5
.
7

0
.
1
6
1

0
.
0
2
6

0
17
6

3
.
6
6
3

5
.
0
5
8

2
7
.
2

1
.
3
5
7

2
0

1
.
6
4
6

0

0

5
5
.
1

2
.
3
9
6

5
.
3
9
9

3
.
3
%
GW
A
-
9
D

G
r
o
u
n
d
w
a
t
e
r

3
/
2
8
/
2
0
1
6

0

0

2
4
.
7

0
.
4
0
5

3
.
1

0
.
0
8
7

0

0

7
.
1

0
.1
4
8

0
.
6
4

6
.
7
9

0
.
3
3
9

1
.
9
8

0
.
1
6
3

0

0

4
.
8
9

0
.
2
1
3

0
.
7
1
5

5
.
5
%
GW
A
-
9
S

G
r
o
u
n
d
w
a
t
e
r

3
/
2
8
/
2
0
1
6

0

0

1
2
.
3

0
.
2
0
2

4
.
3

0
.
1
2
1

0
.
0
5

0
.
0
0
1

4
.
1

0
.0
8
5

0
.
4
0
9

1
.
0
5

0
.
0
5
2

0
.
5
3
7

0
.
0
4
4
3.25

0
.
0
8
3

7
.
1
5

0
.
3
1
1

0
.
4
9

9
.
0
%
MW
-
1
0
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

9
3
.
6

1
.
5
3
4

2
2
.
3

0
.
6
2
8

0

0

4
1
.
5

0
.8
6
4

3
.
0
2
6

3
3
.
8

1
.
6
8
6

1
0
.
6

0
.
8
7
2

0

0

1
7
.
3

0
.
7
5
2

3
.
3
1

4
.
5
%
MW
-
1
1

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

*
*
N
A

*
*
N
A

*
*
N
A

*
*
N
A

*
*
N
A

3
.
4
5

0
.
1
7
2

1
.
9
5

0
.
1
6

0

0

1
8
.
6

0
.
8
0
9

1
.
1
4
1

-
-
MW
-
1
1
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
2
0

1
.
9
6
7

2
4
.
9

0
.
7
0
1

0
.
2

0
.
0
0
3

7
6
.
8

1
.5
9
8

4
.
2
6
9

6
5
.
1

3
.
2
4
7

7
.
9
9

0
.
6
5
8

3
.
9
1

0
.
1

1
4
.
2

0
.
6
1
7

4
.
6
2
2

4
.
0
%
MW
-
1
2

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

8
.
6

0
.
1
4
1

4
.
9

0
.
1
3
8

0

0

8
.
4

0
.1
7
5

0
.
4
5
4

1
.
2
1

0
.
0
6

2
.
8
4

0
.
2
3
4

0

0

5
.
1
4

0
.
2
2
3

0
.
5
1
7

6
.
5
%
MW
-
1
2
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

7
5

1
.
2
3

9
.
8

0
.
2
7
6

0

0

2
9

0
.
6
0
4
2.
1
1

1
3
.
8

0
.
6
8
8

8
.
3
5

0
.
6
8
7

1
0
.
8

0
.
2
7
6

1
6
.
4

0
.
7
1
3

2
.
3
6
4

5
.
7
%
MW
-
2
2
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
1
4

1
.
86
9

1
8
.
8

0
.
5
3

0

0

4
2
.
1

0
.
8
7
6

3
.
2
7
5

0
00
0
0
0
0
0

0
-
100.0%
MW
-
2
3
B
R

G
r
o
u
n
d
w
a
t
e
r

3
/
2
9
/
2
0
1
6

0

0

2
1
7

3
.
5
5
7
4.
2

0
.
1
1
8

0

0

1
1
.
3

0
.
2
3
5

3
.
9
1

5
7
.
1

2
.
84
8

2
0
.
1

1
.
6
5
4

0

0

1
3
.
9

0
.
6
0
4

5
.
1
0
6

1
3
.
3
%
MW
-
2
3
D

G
r
o
u
n
d
w
a
t
e
r

3
/
2
9
/
2
0
1
6

0

0

2
3
.
1

0
.
3
7
9

2
.
7

0
.
0
7
6

0

0

2
0
.
3

0
.4
2
2

0
.
8
7
7

1
1
.
9

0
.
5
9
4

3
.
9
2

0
.
3
2
3

0

0

2
.
8
8

0
.
1
2
5

1
.
0
4
2

8
.
6
%
MW
-
3
0
8
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
5
/
2
0
1
6

0

0

1
1
4

1
.
8
6
9

1
3
.
7

0
.
3
8
6

0

0

8
1
1

1
6
.
87
8

1
9
.
1
3
3

5
4
.
5

2
.
7
1
8

9
.
7
6

0
.
8
0
3

0

0

4
.
5
2

0
.
1
9
7

3
.
7
1
8

-
6
7
.
5
%
MW
-
3
1
0
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

1
5
9

2
.
6
0
7
15
.
2

0
.
4
2
8

0

0

5
.
8

0
.
1
2
1

3
.
1
5
6

4
2
.
7

2
.
1
3

1
1
.
4

0
.
9
3
8

0

0

1
2
.
4

0
.
5
3
9

3
.
6
0
7

6
.
7
%
MW
-
3
1
1
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

1
9
2

3
.
1
4
8
23
.
7

0
.
6
6
8

0

0

4
6
.
9

0
.
9
7
6

4
.
7
9
2

6
0
.
1

2
.
9
9
8
12
.
2

1
.
0
0
4

3
8
.
8

0
.
9
9
2

2
5

1
.
0
8
7

6
.
0
8
1

1
1
.
9
%
MW
-
3
1
4
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

8
4
.
8

1
.
3
9

2
7
.
9

0
.
7
8
6

0

0

8
0

1
.
66
5

3
.
8
4
1

4
8
.
2

2
.
4
0
4

1
2
.
7

1
.
0
4
5

6
.
1
9

0
.
1
5
8

1
3
.
4

0
.
5
8
3

4
.
1
9

4
.
3
%
MW
-
3
1
5
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

1
5
8

2
.
5
9
3.
1

0
.
0
8
7

0

0

4
4
.
9

0
.
9
3
4

3
.
6
1
1

5
7
.
2

2
.
85
3

9
.
6
3

0
.
7
9
3

0

0

1
2
.
9

0
.
5
6
1

4
.
2
0
7

7
.
6
%
MW
-
3
1
7
B
R

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

1
9
2

6
.
4

9
6
.
8

1
.
58
7

5
.
6

0
.
1
5
8

0

0

1
2
.
1

0
.
2
5
2

8
.
3
9
7

7
8
.
6

3
.
9
2

0
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0
7

0
.
0
3
3

3
9
.
6

1
.
0
1
3

3
4

1
.
4
7
8

6
.
4
4
4

-
1
3
.
2
%
MW
-
3
1
8
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
1
6

0

0

5
5
.
2

0
.
9
0
5

8
.
1

0
.
2
2
8

0

0

1
0
3
2.
1
4
4

3
.
2
7
7

2
2
.
6

1
.
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2
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1
2
.
5

1
.
0
2
9

0

0

3
0
.
4

1
.
3
2
2

3
.
4
7
8

3
.
0
%
MW
-
9
D

G
r
o
u
n
d
w
a
t
e
r

4
/
2
6
/
2
0
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6

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0

2
7
.
8

0
.
4
5
6

1
8
.
6

0
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5
2
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7
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2
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1

3
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0
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1

2
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1
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8
.
9
7

0
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7
3
8

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0

2
6
.
2

1
.
1
3
9

2
.
9
9
9

-
0
.
2
%
OW
-
3
0
8
D

G
r
o
u
n
d
w
a
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r

4
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6
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6
9
2

9
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5
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2
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4
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1
9
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2
5
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5

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4
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7
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6
5

0
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1
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6

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6
9
6

3
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0
1
2

-
3
.
0
%
AB
-
1
0
S

P
o
r
e
w
a
t
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r

4
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6

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7
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4

2
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6
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6
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8
.
7

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3
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3
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7
%
AB
-
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L

P
o
r
e
w
a
t
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r

4
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3
7
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9

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7
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4
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2
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7
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32

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6
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6
5
5

4
9
.
7

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6
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4
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6
7
8

6
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9
%
AB
-
2
5
S

P
o
r
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w
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t
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r

4
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5
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2
0
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.
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5
4

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5
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4
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8

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6
8
.
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3

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9
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9
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6
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9

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5
6
8

7
.
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.
1
8
4

2
9
.
5

1
.
2
8
3

3
.
9
8
5

4
.
9
%
AB
-
5
S

P
o
r
e
w
a
t
e
r

4
/
2
5
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Pa
g
e
 2  of
 2
Dan  River  Steam  Station CSA  Supplement  2