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LEGEND: SOURCE(S):
Basemap: USGS Topographic Maps, Fruitland 0 1,000 2,000 4;000
® Site Location and Hendersonville Quadrangles, 1997.
Parcel: Henderson County GIS 2016.
Feet
Publish Date: 2017/05/3.1,12:53 PM I user: alesueur
Filepath: P:\Clernent Pappas\Figures\GIS\Figure 1 - Site Location Map.mxd -
ANCHOR Figured
QED Site Location Map
May 2017 Groundwater Monitoring Report
Lassonde Pappas and Company, Inc.

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
Sample Name
-
Sample Date
(mm/dd/yyyy)
U
c
O
F°.'
(mg/L)
01
'o
C
(mg/L)
E
�
,� =
(CFU per
100 ml.05/24/2006
Z
(mg/L)
'S
(mg/L)
O
40
N
C
C
a�
(mg/Lj
N .
2
o
N
O
,(mg/L)
7.2
9.7.
< 1.1
2
19
d76
< 0.10
NA
11/09/2006
3.6
7.4
< 1.1
0.95
17
0.11
NA
05/18/2007
4.9
6.0
< 1.0
0.56
14
< 0.10
NA
11/13/2007
5.9
16.7
0.1
2.9
6.9 .
82.0
< 0.10
NA
05/27/2008
10.2
9.0
<1.1
0.80
21.3
140
< 0.10
NA
11/18/2008
4.7
10.7
0.1
1.9
8.5
32.0
< 0.10
NA
05/28/2009
14.4
1 7.1
< 4.0
0.46 .
24.2
104
< 0.10
NA
11/05/2009
13.5
5.9
< 2.0
0.31
23.5
80.0
< 0.10
NA
MW-2R
05/13/2010
8.7
5.8
< 2.0
< 0.10
17.2
57.5
< 0.10
NA
11/08/2010
18.3
10.0
< 2.0
1.1
11.7
60.0
< 0.10
NA
05/17/2011
11.6
< 5.0
< 2.0
< 0.10
14.3
< 62.5
< 0.10
NA
11/15/2011
18.9
10.1
< 2.0
1.2
10.0
86.0
< 0.10
NA
05/17/2012
5.3
7.6
< 4.0
< 0.20
11.9
68.0
< 0.10
NA
11/07/2012
31.1
9.5
< 1.0
1.3
1 10.0
67.0
< 0.10
NA
05/16/2013
13:5
1.2
< 1.0
< 0.02
13.2
64.0
< 0.10
NA
11/20/2013
6.1
7.6
< 1.0
0.97
9.3
66.0
< 0.10
NA
05/22/2014
8.0
4.1
< 1.0
0.72
8.4
52.0
< 0.10
NA
05/15/2002
8.9
45
< 1.1
< 0.10
9.3
180
< 0.10
NA
11/05/2002
5.5
48
< 1.1
< 0.1
14
230
< 0.10
NA
05/13/2003
3.3
32
< 1.1
0.051
20
110
0.21
NA
11/04/2003
41
1 31
< 1.1
< 5.0
66
210
< 0.10
NA .
05/05/2004
6
29
< 1.1
< 5.0
45
240
0.11
NA
11/09/2004
8.4
13
3.6
< 0.10
52
200
< 0.10
NA
05/.17/2005
8.5
10
< 1.1
< 0.10
37
220
< 0.10
NA
11/03/2005
16
14
< 1.1
< 0.10
29
220
0.14
NA
05/24/2006
19 i
11
< 1.1
< 0.10
28
180
< 0.10
NA
11/09/2006
8.8
6.9
< 1.1
< 0.10
26
180
< 0.10
NA
05/18/2007
8.5
8.9
< 1.0
< 0.10
29
300
< 0.10
NA
11/13/2007
16.7
11.3
< 1.1
< 0.10
25.0
152
1 < 0.10
NA
05/27/2008
< 1.0
10.0
<-1.1
< 0.10
38.6
176
< 0.10
NA
11/18/2008
20.5
9.3
< 1.1
< 0.10
19.6
108
< 0.10
NA
MW4
05/28/2009
8.6
13.6
< 4.0
< 0.10
35.5
156
< 0.10
NA
11/05/2009
31.0
13.6
< 2.0
.< 0.10
30.7
120
< 0.10
NA
05/13/2010
7.8
18.0
< 2.0
0.17
31.0
141
< 0.10
NA
11/08/2010
23.9
17.5
1 < 2.0
< 0.10.
34.4
144
< 0.10
NA
05/17/2011.
7.7
13.5
< 2.0'
0.82
25.6
137
< 0.10
NA
11/15/2011
7.3
14.4
< 2.0
< 0.20
27.8
157
< 0.10
NA
05/17/2012
6.7
12.1
2.0 .
< 0.20
22.3
117
< 0.10
NA
11/07/2012
10.6
14.5
2.0
< 0.020
26.2
150
< 0.10
NA
05/16/2013
31.8
10.2
2.0
0.28
19.1
108
1 < 0.10
NA
11/20/2013
8.0
' -14.7
< 1.0
0.026
22.1
157
1 < 0.10
NA
05/22/2014
8.7
10.8
1 < 2.0
0.14
1 22.5
146
< 0.10
NA
11/18/2014
28.7
12.1
< 2.0
< 0.020
21.9 c
161
< 0.10
NA %
05/13/2015
5.4
9.2
< 1.0
< 0.020
21.5
130
<, 0.10
NA
11/04/2015
6.6
6.2
<2.0
< 0.020
NA
139
< 0.10
0.10
05/04/2016
5.5
8.4
< 4.0
< 0.020
NA
.119
< 0.10
0.095,
11/09/2016
4.3
12.2
< 4.0
< 0.020
NA
124
< 0.10
0.27
05/02/2017 1
3.9
7.0
<2.0
-0.40
NA
1 96.0 1
<0.10 1
0.072
Standards 1
10 1
250
1.
70
1 250
1 500 1
7.5
T NL
Clement Pappas May 2017 Groundwater Monitoring
Hendersonville, North Carolina
Page 1 of 5
June 2017

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
Sample Name
.. -
-
Sample Date
(mm/dd/yyyy)
o;
-E
V
F'
(m9/L)
(mg/L)
..
(CFU per
100 mL)
(Mg/L)
'(mg/L)
.O
N
F
(mg/6
p
a
(.g/L)
N
2
F
(mg/L)
05/15/2002
2.9
15
< ,1.1
0.42
1.7
< 40
< 0.10
NA
11/05/2002
1.4
16
< 1.1
0.54
< U
83
1.3
NA
" 05/13/2003
4.6
17
< 1.1
0.65
2
56
0.25
NA
11/04/2003
19
22
< 1.1
0.23
< 5.0
58
< 0.10
NA
05/05/2004
0.7
28 •
< 1.1
0.57
< 5.0
80
0.15
NA
11/09/2004
1.2
34
< 1.1-
0.24
< 5.0
130
< 0.10
NA
05/17/2005
2.1
35
1 < 1.1
< 0.10
< 5.0-
110
< 0.10
NA
11/03/2005
8.1
34
1 < 1.1
0.11
< 5.0
82
< 0.10
NA
05/24/2006.'
7.8
34.
< 1.1
< 0.10
< 5.0
120
< 2.5
NA
11/09/2006
1.3
37
< 1.1
0.20
< 5.0
90
< 0.1
NA
05/18/2007
1.7
42.
< 1.0
0.16
< 5.0
130
< 0.10
NA
11/13/2007
4.2
41.3
< 1.1
0.25
< 5.0
112
< 0.10
NA
05/27/2008
6.7
14.3
< 1.1.
0.21
< 5.0
168
0,17
NA
11/18/2008
25.9
47.6 -
< 1'A
0.17
< 5.0
80.0
< 0.10
NA
05/28/2009
16.1
29.0
4.0
0.11
',< 5.0
188
< 0.10
NA
MW-5
11/05/2009
4.7
39.1
2.0
0.15
< 5.0
112
< 0.10
NA
05/13/2010
3.2
43.0
23
0.17
< 5.0
147
< 0.10
" NA
11/08/2010
13.8
43.7
200
< 0.10
< 5.0
113
< 0.10
NA'
05/17/2011
4.0
32.3
< 4.0
< 0.10
< 5.0
< 167
< 0.10
NA
11/15/2011
3.0
52.6
120
< 0.20
< 5.0.
165
< 0.10
NA
05/17/2012
4.7
36.6
< 2.0
< 0.20
< 5.0
'110
< 0.10
NA
11/07/2012
^ - 4.1
61.1
< 10.0
0.12
< 2.0
139
< 0.10
NA
05/16/2013
4.0
44.2
1.0
0.093
2.3
152
< 0.10
NA
11/20/2013
-, 4.2
64.6
1.0
0.19
< 2.0
162
< 0.10
NA
05/22/2014
5.8'
, 6.6
< 10.0
0.099
< 2.0
110
< 0.10
NA
11/18/2014
16.0'
57.7
6.0
0.28
< 2.0
160
< 0.10
NA
05/13/201S
21.0
68A
< 2.0
0.11
<. 2.0
176
< 0.10
NA
11/04/2015
7.3
20.3
7.0
< 0.0201
NA
68.0
< 0.10
0.21
05/04/2016
8,6
1 41.5
< 10.0
6.042
NA
90.0
< 0.10
0.12
11/09/2016
<1.0
45.0
< 4.0
0.42
NA
109
< 0.10
0.47
05/02/2017
8.1
29.0
3.0
<0.020
NA
134
<0.10
0.097
Standards
70-
250
1
10.
250
500
7.5
NL
Clement Pappas May 2017 Groundwater Monitoring Page 2 of 5
Hendersonville, North Carolina June 2017
I

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
-
Sample Name,-
.,,Sample Date
(mm/dd/yyyy)
C
O
a
u
A!E
C
EI
O
A
r
(mg/L)
CD
o
`o
(mg/L)
`o
w
u
R'
LL
(CFU per
100 mL)
r
_
Z
(mg/L)
«
_
v.
(mg/L)
'O
o
v
N
N
C
A
(mg/L)
m
o'
E
a
(mg/Lj
o
a
O
a
m
(mg/L)
MW-6
05/15/2002
6.8
9.9
SA
< 0.10
11
2 40
< 0.10
NA
11/05/2002
3.9
4.6
< 1.1
0.49
9.8
51
2.5
NA
05/13/2003
.4.4
7.3
> 23.0
0.075
14
52
0.14
NA
11/04/2003
26
6.8
9.2
< 0.050
12
< 20
< 0.10
NA
05/05/2004
1.8
6.7
1.1
< 0.10
11
58
0.13
NA
11/09/2004
3.5
11
9.2
< 0.10
9.3
88
< 0.10
NA
05/17/2005
2.4
7.4
< 1.1
< 0.10
8.7
50
1 < 0.10
NA
11/03/2005 `
6.3
9.6
< 1.1
< 0.10
9.6
66
0.17
NA
05/24/2006
7.4
10
< 1.1
< 0.10
9
54
'< 0.10
NA
11/09/2006
1.4
11
< 1.1
0.20
11
54
0.18
NA
05/18/2007
3.9
9.4
< 1.0
< 0.10
9.1
58
0.12
NA
11/13/2007
5.7
10.7
3.6
0.24
5.8
114
0.24
NA
05/27/2008
10.9
1 5.4
< 1.1
< 0.10
15.3
92.0
< 0.10
NA
11/18/2008
7.4.
7.6
> 23
< 0.10
< 5.0
36.0
<.0.10
NA
05/28/2009
6.4.
6.2
276
0.39
8.8
104
< 0.10
NA
11/05/2009-
6.4
< 5.0
30
0.10
9.3
52.0
< 0.10
NA '
05/13/2010
14.3
5.8
< 2.0
< 0.10
8.1
44.0
< 0.10
NA
11/08/2010
16.5
5.0
7.0
1.5
9.3
48.0
< 0.10
NA
05/17/2011
6.2
9A
< 2.0
< 0.10
6.8
60.0
< 0.10
NA
11/15/2011
4.6
5.2
5.0
< 0.20
7.5
82.0
< 0.10
NA
05/17/2012
21.6
8.1
28.0
1 < 0.20
8.8
52.0
< 0.10
NA
11/07/2012
6.4
6.8
3.1
< 0.020
7.5
46.0
< 0.10
NA
05/16/2013
7.5
5.4
12.1
0.048
9.4
62.0
< 0.10
NA
11/20/2013
4.4
7.3
< 1.0
< 0.020
8.6
56.0
< 0.10
NA
05/22/2014
4.6
4.5
1.0
< 0.020
10.1
32.0
< 0.10
NA
11/18/2014
16.3
6.9
13.0
0.078
9.8
49.0
< O.td
NA
05/13/2015
2.1
6.2
< 1.0
< 0.020
10.1
46.0
< 0.10
NA
11/04/2015
2.2
9.5
136
1 2.9
NA
58.0
< 0.10
0.12
05/04/2016
2.1
9.4
< 2.0
0.41
NA
58.0
< 0.10
0.079
11/09/2016
7.1
9.0
< 10.0
< 0.020
NA
64.0
0.11
0.70
.05/02/2017
1.8
12.1
2.0
0.47
NA
93.0
<0.10
0.090
Standards
10
250
]
70
250
500
7.5
NL
Clement Pappas May 2017 Groundwater Monitoring Page 3 of 5
Hendersonville, North Carolina June 2017

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
.
. _
-.
Sample Name
' Simple Date .:
(mm/dd/yyyy)
C
o ...
"V..
O
(m9/1.)
13
0
(m9/L)
0
10
, (CFU Per
100mL,
- ad+
«
(m9LL)
.01
..=
(m9/1.)
9..
'O
M�
-R
(m9/L)
E
(m9/W
..
.e
.A
(m9/L)
MW-7
05/15/2002
20
6.5
< 1.1
5.2
26
< 40
< 0.10
NA '
11/05/2002
16
3.3
< 1.1
1.3
1.1
68
1.4
NA
05/13/2003
9.7
3.6
2.2
1.8
9.3
44
0.72
NA
11/04/2003
19
6.1
< 1.1
0.72
< 5.0
< 2.0
< 0.10
NA.
05/05/2004
3.0
7.0
< 1.1
1.3
< 5.0
52
< 0.10
NA
11/09/2004
2.2
5.1
S.1
1.9
< 5.0
62
< 0.10
NA
05/17/2005
3.2
1 6.1
< 1.1
1.2
< 5.0
40
< 0.10
NA
11/03/2005
7.7
6.1
< 1.1
0.99
< 5.0
58
0.10
NA
05/24/2006
8.4
5.5
< 1.1
1.5
< 5.0
.48
<.0.10
NA
11/09/2006
1.9
7.0
< 1.1
1.1
6.7
38
< 0.10
NA
05/18/2007
3.6
8.6
< 1.0
2.2
5.9
70
< 0.10
NA
11/13/2007
4.2
6.8
< 1.1
1.7
< 5.0
42.0
< 0.10
NA
05/27/2008
7.6
11.5
< 1.1
2.2
6.9
88.0
< 0.10
NA
11/18/2008
7.5
7.7
< 1.1
1.7
< 5.0
30.0
< 0.10
NA
05/28/2009
23.4
9.8
1 < 4.0
2.3
< 5.0
336
< 0.10
NA
11/05/2009
5.3
10.7
2.0
2.3
11.2
70.0
< 0.10
NA
05/13/2010
4.6
11.0
< 2.0
2.5
< 5.0.
71.0
< 0.10
NA
11/08/2010
15.4
.8.9
< 2.0
2.3 .
< 5.0
60.0
< 0.10
NA
05/17/2011
6.0
11.6
< 2.0
5.3
7.6
103
< 0.10'
NA .
11/15/2011
2.2
9.9
< 2.0
3.5
< 5.0
89.0
< 0.10
NA
05/17/2012
4.4
10.9
< 2.0 .
3.8
< 5.0
67.0
< 0.10
NA
MW-7R
11/07/2012
11.6
13.1
1 < 100
4.0
14.9
108.0
< 0.10
NA
05/16/2013
12.8
17.1
< 1.0
10.S
28.3
252
< 0.10
NA
11/20/2013
9.4
' 14.0
< 1.0
5.5
3.5
< 250
< 0.10
NA
05/22/2014
8.9
13.1
< 10,000
5.7
4.0
93.0
< 0.10
NA
11/18/2014
19.1
16.0
< 20.0
7.1
4A
93.0
< 0.10
NA
05/13/2015
8.5
17.0
< 2.0
9.3
1 3.7
125
1 < 0.10
NA
11/04/2015
9.9
18.0 -
< 2.0
8.3
NA
129
< 0.10
0.35
05/04/2016
13.5
27.7
1 < 10.0
11.2
NA
130
< 0.10
0.78
06/09/2016 - Pace
NA
NA
NA
10.9
NA
NA
NA
NA
06/09/2016 - Prism
NA
NA
NA
10.0
NA
NA
NA
NA
11/09/2016
13.0
22.7
< 20.0
12.5
NA
147
< 0.10
1.0
05/02/2017
6.7
17.9
<4.0
8.9
NA
169
<0.10
0.43
Standards
10
250
1 1
10
250
500
1 7.5 1
NL
Clement Pappas May 2017 Groundwater Monitoring Page 4 of 5
Hendersonville, North Carolina June 2017

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
Sample Name
Sample Date
(mm/dd/yyyy)
V
c
io
p
t-O
(mg/L)
CD
u
(mg/L)
E
w
V
�i'
(CFU per
100 mL)
Y�
Z
(mg/L)
,
v
(mg/L)
N
9
N
Y
F
.(mg/L)
A
-
(mg/L)
N
G
a
O
a.
F
(mg/L)
05/15/2002
6.8
8.7
< 1.1
< 0.10
9.1
64
< 0.10
NA
11/05/2002
4.8
9.8
< 1.1 '
0.16
7
100
0.57
NA
05/13/2003
5.5
3.3
2.2
1.4
9.4
64
0.41
NA
11/04/2003
27
8.1
6.9
< 0.050
13
54
< 0.10
NA
05/05/2004
3.0
7.4
< 1.1
0.24
9.8
140
< 0.10
NA
11/09/2004
3.7
6.7
> 23
0.79
6.8
120
< 0.10
NA
05/17/2005
3.8
8.3
< 1.1
0.61
6.4
88
< 0.10
NA
11/03/2005
7.1
11
< 1.1
0.95
8.4
100
< 0.10
NA
05/24/2006
15
10
< 1.1
0.39
8.1
130
< 0.10
NA
11/09/2006
4.7
12
<'1.1
0.97
7.7
96
<0:10
NA
05/18/2007
5.0
15
< 1.0
3.0
13
290
< 0.10
NA
11/13/2007
8.3
19.6
< 11
.'0.97
26.6
154
< 0.10,
NA
05/27/2008
12.4
20.0
< 1.1
0.55
35.8
184
< 0.10
NA
1.1/18/2008
14.4
17.2
2.2
< 0.10
21.5
118
< 0.10
NA
05/28/2009
6.2
24.9
240
0.74
24.9
192
< 0.10
NA
MW-8
11/05/2009
- 10.8
15A
50
0.54
18.4
114
< 0.10
NA
05/13/2010
10.8
14.7
< 2.0
1.1
24.1
106
< 0.10
NA
11/08/2010
23.2
24.3
200
< 0.10
26.3
173
< 0.10
NA
05/17/2011
10
16.9
10.0
12.2
16.1
232
< 0.10
NA
11/15/2011
8.0
26.6
< 2.0
3.7
1 20.2
232
1 < 0.10
NA
05/17/2012
14.4
24.8
12.0
8.0
22.9
356
< 0.10
NA
11/07/2012
24.8
26.3
< 100
1.9
28.3.
324
< 0.10
NA
05/16/2013
15.8
8.8
10.9
6.8
13A
248
< 0.10
NA
11/20/2013
21.0
15.4
< 1.0
1.3
24.3
342
< 0.10
NA
05/22/2014
17.6
14.5
< 10.0
0.61
17.8
352
< 0.10
NA
11/18/2014
54.0
16.4.
< 4.0
1.1
13.2
421
< 0.10
NA
05/13/2015
19.7
18.3
<.2.0
9.7
12.2
454
< 0.10
NA
11/04/2015
15.0
21.6
4.0
3.0
NA
396
< 0:10
0.82
.05/04/2016
15.0
24.5
< 10.0
19.1
NA
398
< 0.10
0.62
5/9/2016 - Pace
NA
NA
NA
26.3
NA
NA .
NA
NA
06/09/2016 - Prism
NA
NA
NA
26.0
NA
NA
NA LNA
11/09/2016
9.7
12.0
< 4.0
14.3
NA
333
< 0.10
0.26 '
05/02/2017
11.4
18.9
8.0
12.4
NA
497
<0.10
0.30
MW-9
05/13/2015
2.2 "
12A
< 2.0
1.0
1 5.5
94.0
< 0.10
NA
11/04/2015
3.8
2.6
< 1.0
<' 0.020
NA
58.0
< 0.10
0.45
05/04/2016
15.0
5.3
< 10.0
0.64
NA .
51.0.
< 0.10
0.095
11/09/2016
9.3
10.7
< 20.0
0.77
NA
69.0
< 0.10
0.76
05/02/2017
7.6
3.8
<4.0
0.17
NA
92.0
<0.10
0.61
Standards .
10
250)
7 -
70
250
500
7.5
NL
Notes:
mg/L Milligrams per liter
CFU Coliform forming units
mL Milliliters
15.0 Indicates concentration equal to or above the respective standard.
< 4.0 Indicates constituent concentration was not detected above the laboratory reporting limit.
Standards From North Carolina Administrative Code, Title 15A, Subchapter 2L April 1, 2013, except total organic
carbon and fecal coliform. Total organic carbon standard from Spray Irrigation Permit Number
W00004797. Fecal coliform standard is 2L standard for total coliform.
Sulfate Removed from list of necessary analyses as of fall 2015 and replaced by total phosphorous.
NA Not analyzed
NL Indicates no standard limit is set.
06-09-2016 - Pace A re -sampling event was performed on June 9, 2016 to investigate nitrate exceedances in MW-711 and
MW-8.One set of samples was analyzed by Pace Analytical Services, and a second set of samples was
analyzed by Prism Laboratories. -
Clement Pappas May 2017 Groundwater Monitoring. Page 5 of 5
Hendersonville, North Carolina . June 2017

Table 2
Current and Historical Groundwater Elevation Measurements
Well
Date Measured
Depth to
Groundwater .
Top -of-
Casing
Elevation
Top -of -Casing
Height Above
Ground Surface
Groundwater
Elevation'
Identification
(mm/dd/yyyy)
(ft-BTOC) _
(feet)
(feet)
(feet)
MW-2R
05/24/2006
9.29
2063.00
3.77
2053.71
11/09/2006
6.49
2063.00
3.77
2056.51
05/18/2007
7.94
2063.00
3.77
2055.06
11/13/2007
8.46
2063.00
3.77
2054.54
05/27/2008
8A8
2063.00
3.77
2054.52
11/18/2008
8.50
2063.00
3.77
2054.50
05/28/2009
5.43
2063.00
3.77
2057.57
11/05/2009
6.72
2063.00
3.77
2056.28
05/13/2010
7.36
2063.00
3.77
2055.64
11/08/2010
9.60
2063.00
3.77
2053AO
05/17/2011
7.25
2063.00
3.77
2055.75
11/15/2011
7.86
2063.00
3.77
2055.14
05/17/2012
5.19
2063.00
3.77
2057.81
11/07/2012
7.74
2062.36
3.77
2054.62
05/16/2013
6.86
2062.36
3.77
2055.50
11/20/2013
7.92
2062.36
3.77
2054.44
05/22/2014
7.56
2062.36
3.77
2054.80
11/18/2014
8.89
2062.36
3.71
2053.47
Well abandoned, replaced by MW-9
MW-4
05/15/2002
9.32
2064.60
2A3
2055.28
11/05/2002
9.49
2064.60
2A3
2055.11
05/13/2003
8.20
2064.60
2.43
2056.40
11/04/2003
9.23
2064.60
2.43
2055.37
OS/05/2004
9.35
2064.60
2.43
2055.25
11/09/2004
8.61
2064.60
2.43
2055.99
05/17/2005
6.19
2064.60
2:43
2058A1
11/03/2005
9.57
2064.60
2.43
2055.03
05/24/2006
9.60
2064.60
2.43
2055.00
11/09/2006
8A1
2064.60
2.43
2056.19
05/18/2007
9A2
2064.60
2.43
2055.18.
11/13/2007
9.89
2064.60
2.43
2054.71
05/27/2008
9.78
2064.60
2.43
2054.82
11/18/2006
9.76
2064.60
2.43
2054.94
05/28/2009
7.16
2064.60
2.43
2057.44
11/05/2009
8.53
2064.60
2.43
2056.07
05/13/2010
8.83
2064.60
2A3
2055.77
11/08/2010
9.30
2064.60
2A3
2055.30
05/17/2011
8.97
2064.60'
2A3
2055.63
11/15/2011
9.48
2064.60
2A3
2055.12
05/17/2012
7.62
2064.60
2A3
2056.98
11/07/2012
9.32
2063.77
2.43
2054.45
05/16/2013
7.93
2063.77
2.43
2055.84
11/20/2013
8.87
2063.77
2.43
2054.90
05/22/2014
8.70
2063.77'
2.43
2055.07
11/18/2014
8.54
2063.77
2.43
2055.23
05/13/2015
9.18
2063.77
2.43
2054.59
11/4/2015
6.93
2063:77
2.43
2056.94
05/04/2016
8A3
2063.77
2.43
2055.34
11/09/2016
9.63
2063.77
2.43
2054.14
05/02/2017
7.82
2063.77
2.43
2055.95
Clement Pappas May 2017 Groundwater Monitoring
Hendersonville, North Carolina
Page 1 of 5
June 2017

Table 2
Current and Historical Groundwater Elevation Measurements
Well .
Date Measured
Depth to
Groundwater
Top -of-
Casing
Elevation
Top-of,Casing
Height, Above
Ground Surface
Groundwater
Elevation
Identification
(mm/dd/yyyy)
(ft=BTOC)
(feet)
(feet)
(feet)
Mw-5 •
05/15/2002
8.31
2086AO
3.00
2078.09
11/05/2002
10.20
2086AO
3.00
2076.20
05/13/2003
8.29
2086.40
3.00
2078.11
1.1/04/2003
.9.92
2086AO
3.00
2076.48
05/05/2004
8.75
2086.40
3.00
2077.65
11/09/2004
8.50
2086.40
3.00
2077.90
05/17/2005
8.87
2086.40
3.00
2077.53
11/03/2005
9.70
2086.40
3.00
2076.70
05/24/2006
9.34
2086.40
3.00
2077.06
11/09/2006
8.39
2086.40
3.00.
2078.01
05/18/2007.
9.16
2086.40
3.00
2077.24
11/13/2007
11.00
2086.40
3.00
207SAO
05/27/2008
9.84
2086.40.
3.00
207656
11/18/2008
11.59
2086.40
3.00
2074.81
05/28/2009
7.95
2086.40
3.00
2078A5
11/05/2009
8.63
2086AO
3.00
2077.77
05/13/2010
8.87
2086AO
3.00
2077.53
11/08/2010
10.24
2086AO
3.00
2076.16..
05/17/2011
8.99
2086AO
3.00
2077.41
11/15/2011
10.58
2086AO
3.00
2075.82
05/17/2012
8.73
2086AO
3.00
2077.67
11/07/2012
9.65
2085.60
3.00
2075.95 .
05/16/2013
8.14
2085.60
3.00
2077.46
11/20/2013
9.33
2085.60
3.00
2076.27
05/22/2014
8.57
2085.60
3.00
2077.03
11/18/2014
9.04
2085.60
3.00
2076.56
05/13/2015
8.92
2085.60
3.00
2076.68
11/4/2015
8.12
2085.60
3.00
2077.48
05/04/2016
8.54
2085.60
3.00
2077.06
11/09/2016
11.25
2085.60
3.00
2074.35
05/02/2017
8.63
2085.60
3.00
2076.97
Clement Pappas May 2017 Groundwater Monitoring Page 2 of.5
Hendersonville, North Carolina June 2017

Table 2
Current and Historical Groundwater Elevation Measurements
Well
Date Measured
Depth to •
Groundwater,
Top. -of-
Casing
Elevation
Top -of -Casing ,
Height Above
Ground Surface
Groundwater
Elevation
Identification
(mm/dd/yyyy)
(ft-BTOC) '
(feet)
(feet)
(feet),
MW-6
05/15/2002
6.20
2061.90
3.00
2055.70
11/05/2002'.
6.15
2061.90
3.00
2055.75
05/13/2003
5A3
2061.90
3.00
2056.47
11/04/2003
5.85
2061.90
3.00
2056.05
05/05/2004
6.00
2061.90
3.00
2055.90
11/09/2004
5.32
2061.90
3.00
2056.58
05/17/2005
6.10
2061.90
3.00
2055.80
11/03/2005
6.01
2061.90
3.00
2055.89
05/24/2006
6A8
2061.90
3.00
205SA2,
11/09/2006
5.71
2061.90
3.00
2056.19
05/18/2007
6.50
2061.90
3.00
205SAO
11/13/2007
7.85
2061.90.
3.00
2054.05
05/27/2008
7.01
2061.90
3.00
2054.89
11/18/2008
7.38
2061.90
3.00
2054.52
05/28/2009
5.63
2061.90
3.00
2056.27
11/05/2009
5.74 .
2061.90
3.00
2056.16
05/13/2010 .
5.90 _
2061.90
3.00
2056.00
11/08/2010
5.99
2061.90
3.00-
2055.91
05/17/2011
5.85
2061.90
3.00
2056.05
11/15/2011
6.14
2061.90
3.00
2055.76
05/17/2012
5.87
2061.90
3.00
2056.03
11/07/2012
6.05
2061.17 .
3.00
2055.12
05/16/2013
5.84
2061.17
3.00
2055.33
11/20/2013
5.96
2061.17
3.00
2055.21
05/22/2014
5.96
2061.17
3.00
2055.21
11/18/2014
5.82
2061.17
3.00
2055.35
05/13/2015
6.05
2061.17
3.00
2055.12
11/4/2015
5.18
2061.17.
3.00
2055.99
05/04/2016
5.59
2061.17
3.00
2055.58
11/09/2016
7A2
2061.17
3.00
2053.75
05/02/2017
5.31
2061.17
3.00 .
2055.86
0
Clement Pappas May 2017 Groundwater Monitoring Page 3 of 5
Hendersonville, North Carolina June 2017

Table 2
Current and Historical Groundwater Elevation Measurements
Well
Date Measured
Depth to
Groundwater
Top -of-
Casing
Elevation
Top -of -Casing
Height Above
Ground Surface
'Groundwater -
Elevation
Identification
(mm/dd/yyyy)
(ft-BTOC)
(feet)
(feet)
.(feet)
MW-7
05/15/2002
10.90
2062.70
3.00
2051.80
11/05/2002
11.35
2062.70
3.00
2051.35
05/13/2003
8.87
2062.70
3.00.
2053.83
11/04/2003
10.78
2062.70
3.0.0
2051.92
05/05/2004
10.80
2062.70
3.00
2051.90
11/09/2004
9.70
2062.70
3.00
2053.00,
05/17/2005
10.60
2062.70
3.00
2052.10
11/03/2005
11.09
2062.70
3.00
2051.61
05/24/2006
11.27
2062.70
3.00
2051 A3
11/09/2006
9.71
2062.70
3.00
2052.99
05/18/2007
11.02
2062.70
3.00
2051.68
11/13/2007
11.76
2062.70
3.00
2050.94
05/27/2008
11.55
2062.70
3.00
2051.15
11/18/2008
11.63
2062.70
3.00
2051.07
05/28/2009
8.21
2062.70
3.00
2054.49
11/05/2009
9.89
2062.70
3.00
2052.81
05/13/2010
10.44
2062.70
3.00
2052.26
11/08/2010
11.12
2062.70
3.00
2051.58
05/17/2011
10.80
2062.70
3.00
2051.90
11/15/2011
11.43
2062.70
3.00
2051.27
05/17/2012
8.91
.2062.70
3.00
2053.79
MW-7R.
11/07/2012
12.02
2062.86
3.00
2050.84
05/16/2013
10.29
2062.86
3.00
2052.57.
11/20/2013
11.69
2062.86
3.00
2051.17
05/22/2014
11.38
2062.86
3.00
2051A8
11/18/2014
11.25
2062.86
3.00
2051.61
05/13/2015
11.94
2062.86
3.00
2050.92
11/4/2015
8.43
2062.86
3.00
2054A3
05/04/2016
11.08 _
2062.86
3.00
2051.78
11/09/2016
12.63
2062.86
3.00
2050.23
05/02/2017
10.13
2062.86
3.00
2052.73
Clement Pappas May 2017 Groundwater Monitoring Page 4 of 5
Hendersonville, North Carolina June 2017

Table 2
Current and Historical Groundwater Elevation Measurements
Well
Date Measured
Depth to
Groundwater
Top -of-
Casing
Elevation
Top -of -Casing
Height Above
Ground Surface
Groundwater
Elevation
Identification
(mm/dd/yyyy)
(ft-BTOC)
(feet)'
(feet) '
(feet)
MW-8
05/15/2002
10.25
2061AO
3.00
2051.15
11/05/2002
10.35
2061AO
3.00 ..
2051.05
05/13/2003
8.16
2061AO
-3.00
2053.24
11/04/2003
10.23
2061.40
3.00
2051.17
05/05/2004
10.30
2061AO
3.00
2051.10
11/09/2004
8.90
2061.40.
3.00
2052.50
05/17/2005
10.08
2061AO
3.00
2051.32
11/03/2005
10.61
2061.40
3.00
2050.79
05/24/2006
10.60
2061.40
3.00
2050.80
11/09/2006
9.40
2061.40
3.00
2052.00
05/18/2007
10.31
2061.40
3.00
2051.09
11/13/2007
11.09
2061.40
3.00
2050.31
05/27/2008
10.83
2061.40,
3.00
2050.57
11/18/2008
11.11
2061.40
3.00
2050.29
05/28/2009
8.25
2061.40
3.00
2053.15
11/05/2009
9.22.
2061.40
3.00
2052.18
'05/13/2010
9.88
2061.40
.3.00
2051.52
11/08/2010
10.38
2061AO
3.00
2051.02
05/17/2011
10.27
2061.40
3.00
2051.13
11/15/2011
10.87
2061AO
3.00
2050.53
05/17/2012
8.03
2061.40
3.00
2053.37
11/07/2012
10AS
2060.80
.3.00
2050.35
05/16/2013
8.58
2060.80
3.00
2052.22
r
11/20/2013
10.34
2060.80
3.00
2050.46
05/22/2014
9.79
2060.80
3.00
2051.01
11/18/2014
10.03
2060.80
3.00
2050.77
05/13/2015
10.34
2060.80
3.00
2050.46
11/4/2015
7.21
2060.80
3.00
2053.59
05/04/2016
9.84
2060.80
3.00
2050.96
11/09/2016
11.16
2,060.80
3.00
2049.64
05/02/2017
8AB,
2060.80
3.00
2052.32
MW-9
05/13/2015
6.03
2060.23
1.44
2054.20
11/4/2015
2.89
2060.23
1.44
2057.34
05/04/2016
.5.53
2060.23
1.44
2054.70
11/09/2016
6.55
2060.23
1.44
2053.68
05/02/2017
3.99
2060.23
1.44
2056.24
Notes:
ft-BTOC Feet below top -of -well casing
Top -of -casing MW-5 through MW-8 top -of -casing elevations based upon a survey by Hill and Associates Surveyors, dated January 10,
elevations 2002 through May 2012. MW-2R and MW-4 top -of -casing elevations based upon differential level measurements made
by Altamont Environmental, Inc. on June 26, 2006 through May 2012. The top -of -casing elevations for the monitoring
wells were resurveyed on November 21, 2012 by Wes Cole Land Surveying. The top -of -casing elevations for MW-9 were
surveyed on May 29, 2015 by Wes Cole Land Surveying.
Groundwater Top of casing minus depth to groundwater. -
elevations
Clement Pappas May 2017 Groundwater Monitoring Page 5 of 5
Hendersonville, North Carolina June 2017

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SAMPLE ANALYTE COUNT
Project:
Clement Pappas 5/2:
Pace. Project No.:
92339086
-
Analytes
Lab.ID
Sample. ID
Method
Analysts.
Reported
..Laboratory "
92339086001
MW4.
SM 2540C
CJH1:
1
PASI-A' .
SM 9222D
KDF1
1
PASI-A .
EPA 350.1 1993:Rev 2.0
AES2
1"
PASI=A
EPA 353.2
DMN
1
PASI A .
EPA365.1
AES2
1
_'.PASTA
SM 4500 CI_E
MLS
1
PASI-A .. .
SM 5310B
MJS1
1
PASTA
02339086002
MW-5
SM 2540C
CJH1
1
PASI=A
SM 92220
KDF1
1
PASI A ..
EPA 350 1 1993 Rev•2.0' _
AES2 _ .
1
PASTA
EPA 353.2
DMN :
1
PASI-A'
EPA 365.1 :
AES2
1
PASI-A
SM 4500-CI-E.
MLS..
1
:.PASI=A'
SM 5310B
MJS1 -
1
_ .
PASI A
92339086003 -
MW-6 .'
SM 2540C -
MJP
1
PASTA
SM 9222D
KDF1 :
1..
PASI-A" .
„• .
.EPA350:1 1993 Rev:2.0 " .
AES2 "
1
PASTA .
EPA'353.2
DMN
1
PASI A
EPA 365.1
AES2
1
-
PASI A. .
'SM 4500 CI-E
-MLS ..
'I
PASI.A
SM 5310E
MJS1..
1
PASI-A .
92339086004 .
MW-7R
SM1
2540C
`-MJP-
PASI-A .
SM 9222D'
'. ', . KDF1
1
-
PASI A
EPA 350.1 1993 Rev 2.0
AES2
1,
PASI-A .. -
EPA 353.2
DMN
1
_
PASI;A
•
EPA365.1..
AES2.- '.
1
PASI-A "
_
SM4500 CIE
MLS
1
_
PASI A
SM 5310B
MJS1
1
:. PASI=A- .
92339086005 .
MW-8
SM 2540C
MJP
1
PASI-A .
SM R222D
KDF1
1
PASI=A
EPA:350.1 1993 Rev 2:0"
AES2:
1
PASI A
EPA 353.2 -
DMN
1
PAST -A
EPA 365.1 -
AES2
1
PASI-A
SM 4500 CI-E
MLS
1
PASI A ..
-
SM 5310B
MJS1
1
PASTA
.92339086006
MW=9
SM 2540C
MJP
1
PASI-A
SM 9222D: ..
KDF1
1
PASI=A .
REPORT OF LABORATORY ANALYSIS
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SAMPLE ANALYTE COUNT.
Project: Clement Pappas 5/2
Pace Project No.: 92339086
Analytes ... .
LabJD Samplo ID
Method
Analysts.
Reported Laboratory
EPA 350.1 .1993 Rev 2:0.
DMN..
1 PASI-A
EPA 353.2 =.
DMN
1 PASI-A .
' EPA 365.1 ..
. AES2 :
1 ' PASI=A'
_.
_
SM 4500 CI_E ...
MLS
_
1 PASI A
$M 53106 .'
MJS1
-
1 PAS.fA .
REPORT OF LABORATORY ANALYSIS
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Pace Analytical Services; LLC . ,
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. :
NC 28804
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ANALYTICAL RESULTS
Project: Clement Pappas
5/2
Pace Project No.: 62339086
Sample; MW4. - : -
Lab ID: 92339086001 Collected:: 05/02/17 12:50 . Received:
05/02/17 15:10 Matrix: Water
Parameters
Results . Units Report Limit DF - . Prepared...
Analyzed
CAS No. dual.
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved, Solids.
96:0 mg/L 25.0 • 1
05/03 ..7 05:3.6
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL'.. 2.0 2
05/02/17 16.56
350.1 Ammonia.
Analytical Method: EPA 350.1 1993 Rev 2.0.
Nitrogen, Ammonia
ND mg/,L 0.10 1
05/04/17 14:40
7664-417 .
353.2 Nitrogen; NO2/NO3 unpres
Analytical_Method .EPA353:2 .-
Nitrogen, Nitrate .
0.40 mg/L' q0.020: 1 _
05l03/.1711;54
-365A Phosphorus; Total.
Analytical Method: EPA 365.1
Phosphorus
0.072 mg/L 0.050 1:
05/03/.17.12:10.7723-14-0
:
4500 Chloride'
Analytical Method: SM 4500--CI-E
Chloride
7.0 mg/L 1.0 _ _1 .
05/07/17'14:46
.16887-00-6. .
5310B TOC
Analytical Method:.SM 5310B.
Total Organic Carbon
3.9. mg/L, 1.0 1
05/09/17 15:41
7440-44-0
REPORT OF, LABORATORY ANALYSIS
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Date: 05/10/201 Z 11:57 AM
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ANALYTICAL RESULTS .
Project: Clement Pappas
5/2
Pace. Project No.: . 92339086
: Sampie: •.MW-5
Lab ID: 92339086002 Collected: 05/02/1711:14. Received:
05/02/17 15:10. Matrix: Water
Parameters
Results' Units Report Limit . DF : _ Prepared..
. Analyzed
CAS. No. Qual.
2540C.Total Dissolved.Solids _
Analytical Method: SM 2540C
Total Dissolved Solids ..'
134 . mg/L .: - .25.0. - 1
05/03/1.7 05:37
MBIO 9222D Fecal Coliform AVIL .
Analytical Method: SM 9222D
Fecal Coliforms.
3.0 CFU/100 mL. 1.0 1
05%02/17 16.25 :.
_ u1
: 350.1 Ammonia. :'
Analytical Method: EPA.350.1 1993 Rev 2.0
Nitrogen, Ammonia .
NDmg/L: 0.10 1
'05/04/1T14:42
7664-41-7.
353:2 Nitrogen; N021NO3 unp,res
AnalyticaI Method EPA 353:2 -.
Nitrogen, Nitrate . _ -
ND mg/L: 0.020: 1
0.5/03/17 11 52
..365.1 Phosphorus; Total.
Analytical Method: EPA 365,1
-. "Phosphorus=
0.097 - mg/L- 0.050 ..1
05/03/17 12:10 .7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E ..
Chloride .
29.0: mg/L 5.0 5 :
05107/17 1.4:56
16887 00-6 . .
5310B TOC
Analytical Method: SM 531013
Total Organic Carbon
8.1_: mg/L.. -1.0. 1
05/09/1715:84
7440-44-0
-'REPORT OF LABORATORY ANALYSIS
r
This: report shall not be reproduced, except in full,
Date: 0.5/10/2017 11:57 AM
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ANALYTICAL RESULTS,
Project: - Clement Pappas
5/2
Pace Project No.:. 92339086
-Sample: MW-fi
Lab ID: 92339086003 Collected: 05/02/17 "11:50. Received: " 05/02/17 15:10 -Matrix: Water
Parameters
Results". Units Report Limit DF Prepared,
Analyzed
CAS.No. Qual
2540C Total Dissolved, Solids
Analytical Method: SM 2540C .
Total Dissolved Solids " •"
93.0 mg/L - "" ; .25.0 - 1
05/05/17 11:14
D6
MMO 9222D Fecal boliform AVL .
Analytical Method: SM 9222D
Fecal Coliforms
.2.0 :CFU/100 mL-. - 1.0 :. 1
05/02/17 16:25
-350.1 Ammonia :"
Analytical Method: EPA356.1 .1993'Rev 2:d
Nitrogen, Ammonia . ...
ND mg/L. 0.10 1
05/04/-17-14:43
766441-7 -
353.2 Nitrogen; NO2/NO3 unpres
Analytical "Method: EPA•353.2
:
Nitrogen, Nitrate...
0.47 _ mg/L. 0.020. 1 - " "
05/03/.1711;53""
".-;365:1 Phosphorus, Total .
Analytical Method: EPA365.1
Phosphorus
0.090 mg/L 0.6501
05/03/1712:11
7723-14-0
4500 Chloride _
Analytical Method: SM 4500-CI-E
"Chloride, _
12.1: mg/L 1.0 . 1: ".
b5/07/17 14:57-
16887700-6
5310B.TOC
Analytical Method: SM 531013.'
Total Organic Carbon"
1.8: mg/L, .. 1'.0 1'
.05/09/17'16_:12
7440-44-0
REPORT OF LABORATORY ANALYSIS. -
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Date: 05/10/2017 11:57 AM
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Pace Analytical Services; LLC
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V�i I V
Asheville, NC 28804 . .
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[phone]
ANALYTICAL RESULTS
Project: Clement Pappas
5/2
Pace Project No.: .' 92339086
Sample: MW-7R
- Lab ID: 923.39086004 Collected:: 05/02/17 10:34 Received:
05/62/1.7 15:10 Matrix: Water
Parameters
Results_ Units- - ;.. Report Limit DF Prepared,,
. Analyzed
CAS No. Qua[
2540C Total Dissolved Solids" -
Analytical Method: SM 2540C .
Total Dissolved Solids
169 mg/L 25.0. _ 1
05/05/17 11:15
.
MBI08222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL;- - 4.0 -. 4
05/02/17 16.25
350.1 Ammonia,
Analytical Method: EPA.3501 1993 Rev 2.0.
Nitrogen, Ammonia .
ND mg/L 0.10 1
05/04/17 14:45
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
8.9 mg/L 0.060 3
05/03/17 12417
365.1 Phosphorus; TOM.
Analytical Method: EPA 365.1
Phosphbrus
0.43 mg/L 0.050 ..1
05/03/1 T 12:12
.7723=14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride, ".
17.9 mg/L - _ _ 1.0 1 :
05/07/17 14:58
16887-00-6 . .
5310B .TOG
Analytical Method: SM 5310E
Total Organic Carbon
6.7 mg/L. 1.0 1.
05/09/17 16-47
7440-44-0
•
1.
REPORT OF LABORATORY ANALYSIS
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Date: 05/10/2017 11:57 AM
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Pace Analytical Services; LLC
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ANALYTICAL RESULTS
Project: Clement Pappas 5/2
Pace Project No.: 92339086
Sample:.MW-8 ""
Lab ID:.92339086005 " :Collected:. 05/02/17 10:00_ Received:
05/02/17 15:10. "Matrix: Water
Parameters
'Results. Units :" . Report Limit DF Prepared;..
- ;Analyzed
CAS. No. Qual.
'254.0C Total Dissolved. Solids
Analytical Method: SM 2540C
Total Dissolved Solids "
497 . mg/L ..25.0 1
05/0511"7 11:16
"
MBIO 9222D Fecal Coliform AVL "
Analytical Method'; SM 9222D
Fecal Coliforms
8.0 CFU/100 mL: ' 1.0 1
05/02/17 16:25
:. D6,ul -
350:1 Ammonia,
Analytical Method: EPA.350.1 .1 993Rev 2.0.
Nitrogen, Ammonia
ND mg/L. 0.10. 1
05/04/17 14:46,
7664-41-7
.353',2 Nitrogen, NOWN03 unpres
Analytical Method: EPA_353:2 ,. .
Nitrogen, Nitrate .. . g
12.4 ' mg/L: 0.020 1
05/03/1711;30
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus- ::
0.30 " mg/L 0.'050 1
05/03/17.12.12
.7723-14-0'
4500 Chloride :
Analytical Method: SM 4500-CI-E
Chloride_
18a mg/L _ .. .' 1.0 1 :
05/07/17 1.4:59
,16887700-6
53106 TOC
Analytical Method: SM 5310B." ,..
Total Organic Carbon
11.4 mg/L... 1.0 1
05/09/17 16:58
7440-44-0 "
REPORT"OF LABORATORYANALYSIS.:
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Date: 05/10/201.7 11:57 AM
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Pace Analytical Services, LLC
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ANALYTICAL RESULTS _
Project: Clement Pappas
5/2
Pace Project No.: 92339086
Sample_:.MW-9
Lab ID: 92339086006 Collected: 05/02/17 13:10 _ Received:
05/02/17 15:10 Matrix: Water
Parameters
Results- Units Report Limit DF Prepared;
Analyzed -
.. CAS No.- Qual
2540C Total Dissolved Solids..
Analytical Method: SM 2540C
Total Dissolved Solids
92:0 mg/L. 25.0 1
05/05/1711:16
-
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
'ND CFU/100 mL.. 4.0 : 4
05/02/17 16:56
:. .
350.1 Ammonia, ".
Analytical.Method: EPA 350A 1993 Rev 2.0
Nitrogen, Ammonia . "
ND mg/L.. 0'.1.0 1
05/08/17 12:28
7664-41-7 .
353',2 Nitrogen; NOWN03 unpres
Analytical Method:. EPA,353.2 .
Nitrogen, Nitrate
0.17 "- mg/L. 0.020 1 '
05103/.17 11:59
. 365.1 Phosphorus, Total .
Analytical Method: EPA 365.1
Phosphorus
0.61 mg/L 0.050 .1
05/03/1712:13.7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E ..
Chloride, .
3.8. m.g/L 1.0 1
05/07/17 15:00
.16887700-6
5310B.TOG
Analytical Method: .SM 5310B-
Total Organic Carbon
7.6 " mg/L 1.0 1
05/09/17 18:14
7440-44-0
REPORT OF LABORATORY ANALYSIS
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Date: 05/10/201.7 11:57 AM
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Pace Analytical.Services, LLC
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QUALITY CONTROL DATA
Project: Clement Pappas 5/2
Pace Project No.: 92339086 .
QC. Batch:- 358018
Analysis Method: SM 2540C
QC Batch Method: SM 2540C .
Analysis. Description: 2540C Total Dissolved Solids, . .
Associated Lab Samples: 92339086601;
92339086002
METHOD BLANK: 1990491
Matrix: .Water
Associated•Lab Samples: 92339086001;
92339086002:
Blank `: Reporting
Parameter
Units Result Limit Analyzed Qualifiers
Total Dissolved Solids
mg/L ND 2.5 05/03/17 05:20 "
LABORATORY CONTROL SAMPLE: 1990492
Spike LCS LCSRec
Parameter-
Units Conc. . _ Result . %:Re.c " LimitsQualifiers
Total Dissolved Solids
mg/L 250 270 108 90-110 .
SAMPLE DUPLICATE: 1990493: -"
92338734002 Dup
Parameter.."
Units Result Result RPD Qualifiers
Total'Dissolved Solids .
mg/L ""191 186 1
SAMPLE DUPLICATE: :1990494
92338823001' Dup.
Parameter _ .
Units . Result :.: Result ,' . RP0" Qualifiers .
Total.Dissolved Solids ,
mg/L 284 ". :296 . 4
- Results'presented on this page are In the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result:
-
REPORT OF LABORATORY ANALYSIS
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Date: 05/10/2017 11:57 AM
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QUALITY CONTROL -DATA
Project: Clement Pappas 5/2
Pace Project No.:. 92339086
QC. Batch:" 359352
Analysis Method- SM 2640C'
QC Batch Method' SM 2540C
Analysis, Description:. 2540C Total Dissolved Solid_ s
Associated Lab Samples:' _ 92339086003;
92339086004, 92339086005, 92339086006 "
METHOD BLANK:. 1992948
Matrix: Water
Associated Lab Samples: 92339086003i
92339086004, 92339086005, 92339086006
"
Blank Reporting
P 9
Parameter
Units " Result. Limit Analyzed Qualifiers
Total Dissolved Solids..
mg/L ; :: ND • - 25.0 " 05/05/17 11:13 :.
LABORATORY CONTROL,SAMPLE:'. 1992949 .
Spike %.Rec
LCS LCS
Parameter
Units ; Conc. Result . - %:Red ." Limits:" Qualifiers.
Total Dissolved Solids
mg/L 250 246 98 90-110
SAMPLE DUPLICATE; 1992950
. .
- :92339086003 ...: Dup.
Parameter.
Units Result .Result RPID Qualifiers
.Total Dissolved Solids .'
mg/L " ... 93..0 . .. 101 8''D6 .
SAMPLE DUPLICATE`. :1992951 . .
92339123006. :'Dup
". Parameter
Units Result'.". Result RPD: Qualifiers
Total:Di$solved Solids ".
mg/L .. -1.07 111 ". 4: ..
Resultspresented on this' page are In the unitsindicatedby the "Units" column except where an alternate unit is presented to the right of the result:'
"
REPORT OF, LABORATORY ANALYSIS
This report -shall not be reproduced, except in full,
Date: 05/10/201.7 11:57 AM
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Page 1.2 of 26

Pace Analytical Services, LLC :
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aCeAnallytical,
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:.
QUALITY CONTROL DATA
Project: Clement Pappas 5/2
Pace Project No.: 92339086
QC Batch: - 358088
Analysis Method: SM 9222D
QC'Batch Method: SM.9222D
Analysis_Description: 9222D MBIO Fecal Coliform---AVL
Associated Lab.Samples: .'92339086002; 92339086003',92339086004, 92339086005
METHOD BLANK:- 1990935
Matrix: :Water-
Associated tab Samples: 92339086002i 92339086003', 92339086004, 923391)86005.
..
Blank ` . Reporting .. .
Parameter
Units Result Limit Analyzed. 'Qualifiers
Fecal Coliforms - °
CFU/100 mL .. ND .. - 1.0 05/02/17 16:25
SAMPLE DUPLICATE: 1990936
92339086005 Dup
Parameter
Units - Result. Result RPD _ _ Qualifiers
Fecal Coliforms ..
CFU/100'mL ' ' 8.0 ... ND D6
• Results'presented on this page 'are in the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result:
REPORT OF LABORATORY ANALYSIS -
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Date: 05/10/2017 11:57 AM
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Pace Analytical Services; LLC
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QUALITY CONTROL:DATA
Project: Clement Pappas 5/2.
Pace Project No.: 92339086
QC Batch: 358989 '.
Analysis Method: SM 9222D
QC Batch Method:. W.9'222D .
Analysis. Description:..:: 9222D MBIO Fecal Coliform -.AVL
Associated Lab Samples: .92339086001;
92339086006
METHOD BLANK:. 1990937
Matrix: Water
Associated Lab Samples: 92339086061; 92339086006:
Blank.' Reporting
Parameter ..
Units Result. Limit Analyzed Qualifiers
Fecal Coliforms .
CFU/100 mL .. _ ND .. 1.0 05/02/17 16:56 '.
SAMPLE DUPLICATE- :1990938
92339086001 .. - Dup.
parameter
Units : Result Result RPD ... Qualifiers
Fecal Coliforms ';
CFU/100 mL " ; NO Np
Results presented on this -page are in the units indicated by the "Units" column except where an altemate unit is presented to the right of the result:'
REPORT 'OF LABORATORY ANALYSIS .
This report shall not be reproduced, except in full,
Date: 05/1012017 11:57 AM
without the written consent of.Pace Analytical Services, LLC.
Page 14 of 26

Pace Analytical Services, LLC .
®
aceMaRical
2225 Riverside Dr.
.Asheville, NC 28804 . .
.pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 5/2
i
Pace Project No.: 92339086
QC Batch: 359006 : Analysis Method: EPA 350.1 1993 Rev 2.0
QC Batch Method: EPA 350.1-1993 Rev 2.0 Analysis Description: 350A.Ammonia
Associated Lab Samples: 92339086001, 92339086002 92339086003, 92339086004, 92339086005 .
METHOD BLANK:" 1991040 Matrix: Water.
'. Associated tab Samples: 92339086001; 92339086002;.92339086003, 92339086004, 92339086005
Blank Reporting .
_
Parameter. Units Result. Limit Analyzed` Qualifiers
Nitrogen, Ammonia mg/L ND 0.10 05/04/17 14:00 :.
LABORATORY CONTROL SAMPLE: '1991041
- _ %. Spike LCS LCS Rec
Parameter Units Conc. Result .. "/.:Rec Limits: Qualifiers.
Nitrogen, Ammonia niglL 5 5:0 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:: 1991042 1991043
MS MSD ,
9 233887 1001 - . Spike Spike ', MS " ;MSD MS MSD
%.Rec.
Parameter - . ; Units Result Conc. Conc. .. Result Result . % Rec .. % Rec
Limits . RPD.. Qual
Nitrogen, Ammonia- ," mg/L ND 5 .5 ,.. 4.9 4.9 98 98
-90-110 0
MATRIX SPIKE & MATRIX SPIKE. DUPLICATE: 1991044 1991045
MS --MSD
92339003006 'Spike. Spike MS MSD MS. MSD
%° Rec
Parameter.. Units . Result Conc. Conc. Result Result % Rec % Rec :
. Limits RPD Qual;
Nitrogen, Ammonia mg/L ND 5 5. 4.8 '. 4.8 96 : 96
.90-110 : 0.
Results presented'on this page'are in the units indicated by the"Units" column except where an alternate unit is presented to the right of the result:' - -
REPORT OF LABORATORY ANALYSIS_ .
This'reportshall not be reproduced, except in full,
Date: 05/10/2017 11:57 AM without the written consent of Pace Analytical Services, LLC.
Page -15 of 26 .

QUALITY CONTROL DATA
Project:, Clement Pappas 5/2 .
Pace Project No.: 92339086
QC Batch:359540 ' Analysis Method: EPA 360.1 1993 Rev 2.0
QC Batch Method: EPA 350.1 1993 Rev 2.0 Analysis Description:, ' 356:1.Ammonia
Associated Lab.Samples: 92339086006 .
METHOD BLANK: 1993987 Matrix: 1Nater
Associated Lab Samples: 92339086006
Blank :. Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Ammonia- mg/L ND 0.10 05/08/17 12:21
LABORATORY CONTROL "SAMPLE: .1993988
Spike LCS LCS Rec .
Parameter Units : Conc: Result .. % Rec Limits Qualifies
Nitrogen, Ammonia mg/L ' 5 4:9 98 90-110
MATRIX=SPIK& MATRIX SPIKE DUPLICATE: 1993989 1993990 E-
„ .
MS MSD,
92339606001. Spike Spike' MS MSD,, MS MSD % Red ,
Parameter Units Result Conc:.: Conc. Result Result % Rec % Red. Limits ..RPD" Qual
Nitrogen, Ammonia mg/L ND. 5 ..5 5.1 .5.1 99 100 9021.10 -.0
Results presented on this page'are In the units indicated by the "Units." column except where an.altemate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS.
This;reportshall not be reproduced; except in full,
Date: 05/10/2017 11:57 AM without the written consent of, Pace Analytical Services, LLC. Page.16 of 26

Pace Analytical Services; LLC,
aeeAnalytical
2225 Riverside Dr..
Asheville, NC 28804
—.pacelabs.cam
[phone]
QUALITY "CONTROL DATA
Project: Clement Pappas 5/2
Pace Project No.: _ 92339086
QC.Batch: 358953
Analysis Method:' EPA 353.2
QC Batch Method:. EPA353.2 .
Analysis"Description:. 353:2.Nitrate+Nitrite; Unpres.
Associated Lab.Samples: 92339086605 .
METHOD BLANK:- 1990645
Matrix: Water -
Associated tab Samples: ' . 92339086005
Blank ". Reporting .
Parameter-
Units Result Limit Analyzed ' Qualifiers
Nitrogen, Nitrate
mg/L ND 0.020 05/03/17 10:47: .
LABORATORY CONTROL.SAMPLE: .1990646
Spike LCS LCS %Rec ..
Parameter
Units Conc. - . Result , %:Rec . Limits. Qualifiers.
Nitrogen, Nitrate - -
mg/L 2.5- : 2:5 " 101 90-110
MATRIXSPIKE & MATRIX SPIKE DUPLICATE: 1990647 1990648
MS MSD"
92338932003 " Spike SpikeMS MSD, MS MSD
%Rec
Parameter' " .. Units .
Result Conc. Conc: " " Result Result % Rec . % Rec
Limits' RPD. Qua]
Nitrogen, Nitrate : mg/L
ND"" ;: 2.5 2.5 2.5- 2.5 101_ 100
90=110 —"1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: " 1990649 1990650
MS MSD
92338932005 Spike Spike MS " MSD ...Ms. MSD
% Rec
Parameter. Units -
Result Conc. Conc.. " Result Result % Rec % Rec :
" Limits' RPD Qual
Nitrogen, Nitrate mg/L_
_ ND - .' 2.5 2.5 0.98 0.98'39' 39'
.90-110 . " 1 M1 "
- Results' presented onthis page'are In the units indicated by the "Units" column except where an alternate unit is presented to the rightof the result:
REPORT OF LABORATORY ANALYSIS..
This, report shall not be reproduced, except in full,
Date: 05/10/2017 11:57 AM
without the written consent of. Pace Analytical Services, LLC.
Page.17 of 26

Pace Arialytical Services; LLC
0
aCeAnaI060l
2225 Riverside Dr.
'
Asheville, NC 28804
www.pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas
5/2
Pace Project No.: . 92339086
QC Batch: 858972
Analysis Method: : EPA 363.2
QC Batch Method: EPA 353.2
Analysis.Description; 353.2.Nitrate + Nitrite, Unpres.
Associated Lab Samples: '92339086001, 92339086002, 92339086003,_92339086004, 92339086006
METHOD BLANK:- 1990809
Matrix: -Water
Associated Lab Samples: 92339086061, 92339086002, 92339086003, 92339086004, 92339086006
Blank.-, ` Reporting
Parameter -
Units Result- Limit Analyzed. Qualifiers
Nitrogen, Nitrate.
mg/L ND .. 0.020 05/03/17 11:31
LABORATORY CONTROL SAMPLE:
1990810
Spike 'LCS LCS %-Rec ,..
Parameter
Units Conc: -- Result %:Rec Limits: Qualifiers .
Nitrogen, Nitrate
mg/L 2.5- 2:5 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990811 -1990812'
MS MSD .
92339019002 . Spike ' Spike MS . MSD MS MSD
% Rec :. .
Parameter
Units Result Conc:.. Conc. .. Result Result % Rec .. % Rec
Limits . •RPD. Quail
Nitrogen, Nitrate
mg/L' ND_ 2.5. 2.5 2.5 2.5 98 99
90=110 .0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990813 1990844
MS MSD
92339084001 'Spike,' Spike "' M.S.' MSD MS MSD
%Rec
Parameter.
Units _ Result _ Conc. Conc.. Result : Result % Rec % Rec :,
Limits: RPD Qua[ .
Nitrogen; Nitrate
mg/L_ .: . 34.3 2.5 2.5 - 37.7" 37.7 .135 137
90-110 . 0 M6
- Results presented an this page are in the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result: .
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced; except in full;
Date: 05/10/2017 11:57 AM -
without the written consent'of Pace Analytical Services, LLC.
Page.1.8 of 26

'
Pace Analytical Services, L.I.C.
•
aceAnal�jfical ®
2225 Riverside Dr.
}r�
" .Asheville, NC 28804 . .
rnvw.pacelabs.com.
828)254-7176
QUALITY CONTROL DATA
Project: Clement Pappas 5/2
Pace. Project No.: 92339086
QC Batch:358856 Analysis Method: . ' EPA365.1
QC'Batch Method:. EPA 365.1 .' - Analysis, Description: 365A Phosphorus, Total
Associated Lab Samples: '92339086001; 92339086002, 92339086003, 92339086004, 92339086005, 92339086006
METHOD BLANK:. 1990212. Matrix: Water
Associated Lab Samples: 92339086061; 92339086002', 92339086003, 92339086004, 92339086005, 92339086006
Blank Reporting
Parameter Units - Result Limit Analyzed Qualifiers
Phosphorus mg/L '. ND ' ..'• . 0.050 05/03/17 12:02
LABORATORY CONTROL SAMPLE: _ 199021.3
Spike ... LCS' LCS . % Rec
Parameter Units Conc. Result . %Rec . Limits: Qualifiers
Phosphorus mg/L 2.5- 2:6 -106 90-110
'MATRIX SPIKE & MATRIX SPIKE DUPLICATE: ; 199.0214 .. 1990215
MS. MSD. :.
92338788..001 Spike . Spike MS MSD MS MSD
% Red .
Parameter- , .: Units'..: Result- Conc:.. Coric. Result Result %Rec %-Rec
Limits ..RPD -Qual
Phosphorus mg/L .0.78 2.5 2.5 3.3. 3.3 102 102
90-110 0
MATRIX SPIKE &MATRIX SPIKE DUPLICATE: 1990439: 1990440
MS. ' " ..MSD- . .
92339091001 ' 'Spike. Spike MS MSD MS : MSD
% Rec
Parameter. Units . Result _ Conc. Conc. Result : Result % Red %.Rec :.
Limits RPD Qual'
Phosphorus.. mg/L ND -.2.5- 2.5 - 2.5 2.7 98 108
90-110 9. -
- Results' presented on this page are In the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.' -
REPORT OF LABORATORY ANALYSIS
This, report shall not be reproduced; except in full,
Date: 05/10/201.7 11:57 AM without the written consent of Pace Analytical Services, LLC.
Page.19 of 26

Pace Analytical Services; LLC
2225 Riverside Dr._
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 5/2
Pace. Project No.: 62339086
QC Batch:` 359135 Analysis Method: SM.4500-CI-E
QC Batch Method'. SM 4500-CI-E Analysis. Description: 4500 Chloride
Associated Lab Samples: 92339086001, 92339086002, 92339086003, 92339086004, 92339086005,,92339086006
METHOD BLANK:. 1991706 Matrix:.Water
Associated'Lab Samples: 92339086001; 92339086002; 92339086003, 92339086004, 92339086005, 92339086006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg/L ND .. 1.0 05/071-1714:44.
LABORATORY CONTROL SAMPLE:1991707
Spike LCS : LCS . %.Rec .
Parameter Units : Conc. .. Result . %:Rec Limits Qualifiers
Chloride mg/L 20 19:3 96 .. 90-110
MATRIX SPIKE &' MATRIX SPIKE DUPLICATE:. 1991708 1991.709
MS MSD
92339086,001 Spike Spike' MS MSD MS MSD % Rec
Parameter Units Result Conc:.. Conc., Result Result - % Rec % Rec Limits .RPD.: - 'Qual
Chloride :. mg/L - -0. 10 10 17.7..• .17.6 107. 106 90-110 ..0
MATRIX SPIKE& MATRIX'SPIKE DUP_LICATE`. 9991710: 1991711
MS' MSD
92338624001 Spike. Spike MS MSD MS:. MSD %Rec
Parameter Units - Result Conc. Conc. Result Result % Rec % Rec : . Limits RPID Qual.
Chloride • : " mg/L 4900 10 _ 10 15.0 14.9 ' .. 101_ :, 100 .90-110 0.
ug/L
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result,
REPORT OF LABORATORY ANALYSIS
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Date: 05/10/2017 11:57 AM without the written consentof. Pace Analytical Services, LLC. Page.20 of 26

Pace A_ nalytical Services, LLC
®
aceAMidical..
2225 Riverside Dr._
-Asheville, NC 28804
www.pacefabs.cam
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 5/2
Pace Project No.: : 92339086
QC Batch:: 358933
Analysis Method: SM, 5.310E
QC Batch Method' SM.5310B
Analysis Description:: 5310E TOC
Associated Lab Samples' _92339086001, 92339086002, 92339086003; 92339086004, 92339086005, 92339086006
METHOD BLANK: 1990538
Matrix: Water
Associated'Lab Samples: 92339086001; 92339086002; 92339086003, 92339086004, 92339086005, 92339Q86006
Blank Reporting
Parameter
Units Result Limit Analyzed Qualifiers
Total Organic Carbon
mg/L ND 1.0 05/09/17 12:47
LABORATORY CONTROL SAMPLE:
1990539
Spike LCS LCS . %.Rec'
Parameter
Units . Cone. - . Result . %.Rec . Limits Qualifiers .
Total Organic Carbon
mg/L 25 24:2 97 90-110 -:
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:: _1990540 1990541
MS- MSD .._
92338929001 .. Spike Spike' MS MSD. MS MSD
% Roe
Parameter'
Units Result Cone:.: Cone. .. Result Result . % Rec :. %Rec
Limits ..RPD .. "Qual ,
Total Organic Carbon:
mg/C ND :: 25--- 25 _ 26.4 26.6 104 105
90-110 —1.
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990542 1990543' :
MS' MSD
92339086004 Spike. Spike MS MSD MS . MSD
% Rec
Parameter.'
Units,. Result .- Cone. Conc... Result Result %Rec %Rec :
Limits RPD Qual..
Total Organic Carbon ..
mg/L .. . 6.7 , .' 25 25 25.8 24.5 76 71
90-110 . 5.
.,Results presented on this page 'are in the units Indicated by the"Units" column except where an alternate unit is presented to the right of the result. :
REPORT OF LABORATORY ANALYSIS
This. report shall not be reproduced, except in full,
Date: 05/10/201,711:57 AM
without the written consent of.Pace Analytical Services, LLC.
Page 21• of-26 .

Pace Analytical Services, LLC
® 2225 Riverside Dr. ..
aceAnalyticol Asheville, NC 28804
wwwpacelabs.com (828)25477176
QUALIFIERS
Project: Clement Pappas 5/2
Pace. Project No.: ' 92339086
DEFINITIONS
DF -'Dilution Factor, if reported, represents the factor applied to the reported data.due to dilution of the sample aliquot.
ND : Not Detected at or above adjusted reporting limit.
J - Estimated. concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL Reporting Limit.
S'- Surrogate
1,2-Diphenylhydrazine. decomposes to and. cannot be separated, from.Azobenzene using Method 8270. The result for each analyte is
a combined.concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate %recovery and RPD values.
LCS(D) - Laboratory. Control Sample (Duplicate)
MS(D) --Matrix Spike (Duplicate)
DUP - Sample Duplicate . .
RPD -. RelativePercent Difference
NC.- Not. Calculable....
SG - Silica Gel;= Clean -Up
U -.Indicates the compound was analyzed for, but.hot detected...
....Acid preservation may.not.beappropriate for 2 Chloroethylvinyl.ether:
AseparateMal:preserved to a pH of.4-5 is recommended in SW846 Chapter 4.f6rthe analysis ofAcrolein and Acrylonitril'e by EPA
Method 8260...
N-Nitrosodiphenylamine decomposes.and cannot be separated from Diphenylamine.using Method 8270.. The.result reported for "
each analyte."is a combined concentration: "
Pace Analytical is TNI accredited. Contact your Pace. PM for.the current.list of accredited.analytes.
TN I.- The NELAC Institute:
LABORATORIES .-
-PAST-A:. Pace Analytical.Services-Asheville
ANALYTE QUALIFIERS.
D6- The'precision:between the sample and sample duplicate exceeded laboratory -control limits:
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory, control sample (LCS).recovery..
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution: .
ul Results based upon colony.counts outside acceptable range. "
• I
REPORT OF LABORATORY ANALYSIS .
This;report'shall not be reproduced, except in full,
Date: 05/10/2017 11:57 AM without the written consent'of.Pace Analytical Services,. LLC. Page 22 of _26

lac,CeAnalytic0l
Pace Analytical Services, LLC
o -
2226 Riverside Dr.
Asheville, NC 28804
ww. wpacelabs.com ,
(828)25477176
QUALITY CONTROL, DATA CROSS REFERENCE
TABLE
Project:
Clement Pappas
5/2
Pace Project No::
_ 92339086
Analytical
Lab.ID -
Sample ID :
". - " QC Batch Method
QCBatch' Analytical Method Batch.
92339086001
MW-4
SM 2540C
358918
92339086002
MW-5
SM 2540C
358918
92339086003 -
MW-6.
SM 2540C
359352
"
92339086004
MW-7R
SM 2540C
359352
"
92339086005
MW-8
SM.2540C
359352-
92339086006
MW.-9
SM 2540C
359352
92339086001
MW-4
SM 9222D
358989
92339086002
MW-5
SM 9222D _
358988
92339086003
MW-6 -
SM 9222D
358988--
9233.9086004..
MW-7R
SM 9222D.
358988
92339086005 ..
MW-8
SM W22D
358988 .
92339086006
MW=9,
SM 9222D ., .358989
.
92339086001
MW-4
EPA 350.1 1993 Rev 2:0 "..
359006
02339096002.
MW-5
EPA850.1 1993 Rev- 2.0"."
359006
92339086003
MW-6
EPA 350.1 1993 Rev 2.0..
350006:
.
92339086004
MW-7R
EPA350.1 1993 Rev 2.0 •. •
359006`.
92339086005
'MW-8
EPA-350.11993.Rev.2.0
359006
92339086006
MW-9
EPA 350.1 1993 Rev 2.0•
359540-
92339086001
MW-4' . •
EPA 353.2 .
358972
92339086002
MW-5 .
EPA 3532 ..
358972
92339086003"
MW-6 .
EPA 353.2
358972,.-
92339086604
MW-7R
EPA 353.2
358972
92339086005
MW.-8 "
EPA 353.2
358953. .
92339086006 "
MW-9 • •
EPA 353.2
358972
92339086001
MW-4' .
EPA-365.1
358856
92339086002
MW-5
EPA 365.1
358856
92339086003
MW-6
EPA 365:1 . -
358856
92339086004
MW-711
EPA365.1
358856
92339086005-
MW-8"
EPA'365.1' .358856
92339086006
MW-9 :
EPA 365.1
358856
92339086001 .
MW-4
SM 46007CI-E
359135 "
92339086002
MW-5
!SM 4500-CI-E
359135
"
92339086003
MW-6 -
„. GSM 4500-CI-E
359135
.92339086004
MW-711'
SM 4500-CI-E
.359135
92339086005
MW-8
SM 4500-C1-E::
359135
033.9096006.
MW-9 -
SM 4500=CkE
359135.
92339086001
MW.-4
SM 53.1013_
3.58933
92330086002'
MW-5
SM 53.1OB
358933 '
92339086003
MW-6 :
SM 531013
358933 _
92339086004
MW-7R
SM 5310B
358933
92339096005
MW.-8
SM 5310B
358933.
92339086006' ,'.
MW-9
SM 5310B
358933;
REPORT OF LABORATORY ANALYSIS
- -
This. report shall not be reproduced; except in
full,
Date' 05/10/2017 11:57
AM
without the written consent of.Pace Analytical Services, LLC.
Page 23 of26

Document Name;
Document Revised: Sept. 21, 2016
o
q6' AnalX' kal
Sample Condition Upon ,Receipt(SCUR)
Page 1 ofI�A2
Document No.:
Issuing Authority:
�•'
F-CAR-CS=033-Rev.01
Pace'Ctuality Office.
Laboratory receiving sampl s:
Asheville ] . Eden❑-. Greenwood ❑ Huntersville ❑ Raleigh❑ Mechanicsirille❑.
.. Client Name:. WO# 9�33908.
ry I Projec
Courier: ❑Fed Ex ❑UPS ❑USPS QClient IIIIII II I III'IIIIII_�II
❑ Commercial. ❑Pace ❑Other; 023380f36
ff-
Custody5eal Present? ❑Yes ❑No Seals Intact?, ❑Yes ❑No
Date/Inftlals Person Examining Contents: 'I'l�l
Packing Material: Bub61e Wra Bubble Ba s r None Other. l
g El p ❑ g ❑ 0
Thermometer:
et []Blue ❑None ❑Samples an.ice, cooling process has begun,
❑ IR:6un ID: Type of Ice:
Correction Factor. L' Cooler Temp Corrected ('C): ,) . i< Biological Tissue Frozen? ❑Yes ❑No ❑ti/A
Temp.should be above freezing,/,6 ..
USDA Regulated Soil (❑ N/Atwater sample)
Did samples originate -in a quarantine zone wifhinthe United. States: CA, NY, or SC (check maps)?' Did samples originate from a foreign source (internationally;
❑Yes' ❑No Including Hawaii and Puerto Rico)? []Yes �-QNo .
. Comments/Discrepancy:..
Chain of Custody Present?
❑Yes
❑No
❑N/A
1..
Samples Arrived %within Hold Time? ..
P
Y s j❑No. .
❑/
❑N/A'.2
Short Hold -Titre Analysis (02 hr.)? .
❑Yes .
DN..
_ ]N/A
3:_
Rush Turn Around Time'Requested? .
❑Yes.
' Oil o
❑N/A .
4..
.Sufficient Volume?
❑yes - ❑No
❑N/A
5;
Correct Containers Used?
I]Ye/_: ❑No.
. -❑N/A '
6.
-Pace Containers Used?
[]Yes,
❑No
❑N/A
Containers intact?.
❑Yes
Samples Field Filtered?
[]Yes...,
- []No, 1)]N/A
.9; Note ifsediment is -visible in the dissolved container
Sample Labels Match COC?
❑Yes:
❑No
❑N/A
-Includes Date/lime/iu/Analysis aviatrix:
-
Hdadspace in v0A Vials (>5-6nim)?
❑yes
/
❑No,
:❑N/A
10:
Trip Blank Present?
❑Yes;
'❑i No [I N/A
11,
Trip Blank Custody Seals Present?
❑Yes
❑No
❑N%A
-
CLIENT NOTIFICATION/RESOLUTION - Required? ❑Yes ❑No
Field Data d .
Person Contacted: : Date/Timec..
Comments/Sample
Discrepancy:
Project Manager SCURF Review: Date:.
Project Manager SRF Review:
Note: Whenever there Is a discrepancy affecting North Carolina compliance samples-,.5 copy of.this form will be sent to the North Carolina D,EHNR Certification Office (i.e.
Out of hold,. incorrect preservative; out of temp, incorrect containers)'
r
Pag,e.24 of 26 .

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'':
—'
—
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a .
zzz
8P3C 250 mL Plastic NaOH (pH,>12) (CI-) '•
a n 3
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WGM-Wide-mouthed Glass jar Unpreserved
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AGSU-1 liter Amber. Unpreserved (N/A).(CI-)'
a' ffDD ,
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AGSH-1 liter Amber HCI (PH < 2),
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CHAIWOF-CUSTODY / Analytical, Request,Document
The Chain -of -Custody is a"CEGAL DOCUMENT: All relevant fields must be completed accurately.
'Section A - Section B, Section C' _
Required Client Information: Required Project Information:. Invoice.lnformation: Pa e : 1 . Of 1
Company.*. ANCHOR QEA of NORTH CAROCINA . - Report To: AIez.LeSueur Ci n Attention:/I"r
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aceAnalytical'
wwwpecelabs:som,
May 10, 2017
Brian Gant
Altamont Environmental
231 Haywood Street
Asheville, NC 28804
RE: Project: Clement Pappas 5/2
Pace Project No.: 92339091
Dear Brian Gant:
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on May 02, 2017. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions. concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
Page 1 of 17

aceAnalyfical
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Project: Clement Pappas 5/2
Pace Project No.: 92339091
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 2 of 17

Pace Analytical Services, LLC
g p g �
aCeAR. a�ytiCal
2225 Riverside Dr.
Asheville, NC 28804
vn»rpacelebs_cori
[phone]
SAMPLE ANALYTE COUNT
Project: Clement Pappas 5/2
Pace Project No.: 92339091
Analytes
Lab ID Sample ID
Method
Analysts
Reported Laboratory
92339091001 SWA
SM 2540C
MJP
1 PASI-A
SM 9222D
KDF1
1 PASI-A
EPA 350.1 1993 Rev 2.0
DMN
1 PASI-A
EPA 353.2
DMN
1 PASI-A
EPA 365.1
AES2
1 PASI-A
SM 4500-CI-E
MLS
1 PASI-A
SM 5310B
MJS1
1 PASI-A
92339091002 SW-2
SM 2540C
MJP
1 PASI-A
SM 9222D
KDF1
1 PASI-A
EPA 350.1 1993 Rev 2.0
DMN
1 PASI-A
EPA353.2
DMN
1 PASI-A
EPA 365.1
AES2
1 PASI-A
SM 4500-CI-E
MLS
1 PASI-A
SM 5310B
MJS1
1 PASI-A
REPORT OF LABORATORY ANALYSIS
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aceAnal , tical
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 5/2
Pace Project No.: 92339091
Sample: SW-1
Lab lD: 92339091001 Collected:
05/02/17 14:10
Received: 05/02/17 15:10 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
64.0 mg/L
25.0
1
05/05/17 11:17
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
580 CFU/100 mL
1.0
1
05/02/17 16:56
350.1 Ammonia
Analytical Method: EPA 350.1 1993 Rev 2.0
Nitrogen, Ammonia
ND mg/L
0.10
1
05/08/17 12:30
7664-41-7
363.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.64 mg/L
0.020
1
05/03/17 12:01
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
ND mg/L
0.050
1
05/03/1712:14
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
4.7 mg/L
1.0
1
05/07/1715:07
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
2.7 mg/L
1.0
1
05/09/17 18:24
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC. Page 4 of 17

e
-.7
aceAnalytical
WWW0q.ela6ssnm
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 5/2
Pace Project No.: 92339091
Sample: SW-2
Lab ID: 92339091002 Collected:
05/02/17 13:40
Received: 05/02/17 15:10 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CASNo. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
41.0 mg/L
25.0
1
05/05/17 11:17
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
935 CFU/100 mL
1.0
1
05/02/17 16:56
350.1 Ammonia
Analytical Method: EPA 350.1 1993 Rev 2.0
Nitrogen, Ammonia
ND mg/L
0.10
1
05/08/17 12:31
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.63 mg/L
0.020
1
05/03/17 12:00
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
0.052 mg/L
0.050
1
05/03/1712:16
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
4.7 mg/L
1.0
1
05/07/1715:08
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
2.7 mg/L
1.0
1
05/09/17 18:59
7440-44-0
4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC. Page 5 of 17

an Analytical
w}vw:pacelebs;irorn
QUALITY CONTROL DATA
Project: Clement Pappas 512
Pace Project No.: 92339091
QC Batch: 359352 Analysis Method: SM 2540C
QC Batch Method: SM 2540C Analysis Description: 2540C Total Dissolved Solids
Associated Lab Samples: 92339091001, 92339091002
METHOD. BLANK: 1992948 Matrix: Water
Associated Lab Samples: 92339091001, 92339091002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Dissolved Solids mg/L ND 25.0 05/05/17 11:13
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1992949
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids mg/L 250 246 98 90-110
SAMPLE DUPLICATE: 1992950
92339086003 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 93.0 101 8 D6
SAMPLE DUPLICATE: 1992951
92339123006 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 107 111 4
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC. Page 6 of 17

aceAnalytical,
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Project: Clement Pappas 5/2
Pace Project No.: 92339091
QC Batch: 358989
QC Batch Method: SM 9222D
Associated Lab Samples: 92339091001, 92339091002
METHOD BLANK: 1990937
Associated Lab Samples: 92339091001, 92339091002
Parameter Units
Fecal Coliforms CFU/100 mL
SAMPLE DUPLICATE: 1990938
Parameter Units
Fecal Coliforms CFU/100 mL
QUALITY CONTROL DATA
Analysis Method: SM 9222D
Analysis Description: 9222D MBIO Fecal Coliform -AVL
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 1.0 05/02/1716:56 .
92339086001 Dup
Result Result
ND ND
RPD Qualifiers
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC. Page 7 of 17

ac6Mai yt cal
www.pacelebs;irom
Project: Clement Pappas 5/2
Pace Project No.: 92339091
QC Batch: 359540
QC Batch Method: EPA 350.1 1993 Rev 2.0
Associated Lab Samples: 92339091001, 92339091002
METHOD BLANK: 1993987
Associated Lab Samples: 92339091001, 92339091002
Parameter Units
Nitrogen, Ammonia mg/L
LABORATORY CONTROL SAMPLE: 1993988
Parameter Units
Nitrogen, Ammonia mg/L
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 350.1 1993 Rev 2.0
Analysis Description: 350.1 Ammonia
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.10 05/08/1712:21
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
5 4.9 98 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1993989 1993990
MS MSD
92339606001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 5.1 5.1 99 100 90-110 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date: 05110/2017 11:58 AM without the written consent of Pace Analytical Services, LLC. Page 8 of 17

aceAnalytical
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QUALITY CONTROL DATA
Project: Clement Pappas 5/2
Pace Project No.: 92339091
QC Batch: 358972 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92339091001, 92339091002
METHOD BLANK: 1990809 Matrix: Water
Associated Lab Samples: 92339091001, 92339091002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.020 05/03/17 11:31
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1990810
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 2.5 2.5 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990811 1990812
MS MSD
92339019002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Nitrate mg/L ND 2.5 2.5 2.5 2.5 98 99 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990813 1990814
MS MSD
92339084001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Nitrate mg/L 34.3 2.5 2.5 37.7 37.7 135 137 90-110 0 M6
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC.
Page 9 of 17

aceAnalytical
www.pace/eb5:oorri
QUALITY CONTROL DATA
Project: Clement Pappas 5/2
Pace Project No.: 92339091
QC Batch: 358856 Analysis Method: EPA 365.1
QC Batch Method: EPA 365.1 Analysis Description: 365.1 Phosphorus, Total
Associated Lab Samples: 92339091001, 92339091002
METHOD BLANK: 1990212 Matrix: Water
Associated Lab Samples: 92339091001, 92339091002
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Phosphorus mg/L ND 0.050 05/03/1712:02
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1990213
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.6 106 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990214 1990215
MS MSD
92338788001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua]
Phosphorus mg/L 0.78 2.5 2.5 3.3 3.3 102 102 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990439 1990440
MS MSD
92339091001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua[
Phosphorus mg/L ND 2.5 2.5 2.5 2.7 98 108 90-110 9
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC.
Page 10 of 17

aceARol ytical
wwwpacelebs:coi».
QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Clement Pappas 5/2
Pace Project No.: 92339091
QC Batch: 359135
Analysis Method: SM
4500-CI-E
QC Batch Method: SM 4500-CI-E
Analysis Description: 4500 Chloride
Associated Lab Samples: 92339091001, 92339091002
METHOD BLANK: 1991706
Matrix: Water
Associated Lab Samples: 92339091001, 92339091002
Blank
Reporting
Parameter Units
Result
Limit
Analyzed
Qualifiers
Chloride mg/L
ND 1.0
05/07/1714:44
LABORATORY CONTROL SAMPLE: 1991707
Spike
LCS
LCS % Rec
Parameter Units
Conc.
Result
% Rec Limits
Qualifiers
Chloride mg/L
20
19.3
96 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1991708
1991709
MS
MSD
92339086001
Spike
Spike MS
MSD MS
MSD
% Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec
% Rec
Limits
RPD Qual
Chloride mg/L 7.0
10
10 17.7
17.6 107
106
90-110
0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1991710
1991711
MS
MSD
92338524001
Spike
Spike MS
MSD MS
MSD
% Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec
% Rec
Limits
RPD Qual
Chloride mg/L 4900
10
10 15.0
14.9 101
100
90-110
0
ug/L
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC.
Page 11 of 17

aceAnalyfical
WnW.p8ce1gbs earn
Project: Clement Pappas 5/2
Pace Project No.: 92339091
QC Batch: 358933
QC Batch Method: SM 5310B
Associated Lab Samples: 92339091001, 92339091002
METHOD BLANK: 1990538
Associated Lab Samples: 92339091001, 92339091002
Parameter Units
Total Organic Carbon mg/L
LABORATORY CONTROL SAMPLE: 1990539
Parameter Units
Total Organic Carbon mg/L
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 5310B
Analysis Description: 5310B TOC
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 1.0 05/09/1712:47
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
25 24.2 97 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990540 1990541
MS MSD
92338929001 Spike Spike MS MSQ MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L ND 25 25 26.4 26.6 104 105 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1990542 1990543
MS MSD
92339086004 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L 6.7 25 25 25.8 24.5 76 71 90-110 5
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC.
Page 12 of 17

aceAnalytical
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QUALIFIERS
Project: Clement Pappas 5/2
Pace Project No.: 92339091
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution.
REPORT OF LABORATORY ANALYSIS
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Date: 05/10/2017 11:58 AM without the written consent of Pace Analytical Services, LLC. Page 13 of 17

aC Anal i -al .
y6
www.p gc910s:com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Clement Pappas 5/2
Pace Project No.: 92339091
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92339091001
SWA
SM 2540C
359352
92339091002
SW-2
SM 2540C
359352
92339091001
SWA
SM 9222D
358989
92339091002
SW-2
SM 9222D
358989
92339091001
SWA
EPA 350.1 1993 Rev 2.0
359540
92339091002
SW-2
EPA 350.1 1993 Rev 2.0
359540
92339091001
SWA
EPA 353.2
358972
92339091002
SW-2
EPA 353.2
358972
92339091001
SWA
EPA 365.1
358856
92339091002
SW-2
EPA 365.1
358856
92339091001
SWA
SM 4500-CI-E
359135
92339091002
SW-2
SM 4500-CI-E
359135
92339091001
SW-1
SM 5310E
358933
92339091002
SW-2
SM 5310E
358933 '
Date: 05/10/2017 11:58 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical
Batch
Page 14 of 17

G,
Document` -Name: i Document Revised: tepti._24'4 . Ulb
IM V60e:i of 2'
Laboratory receivii-nE
t-,MhOville
less
Eden[]. Green -wood F. 1 Huntersville. �,.Mkhan'1csvi11e[],.,.
Sample Condition Upon Client Name: r WQ#':- 923890
Receipt 'Prolect.,, :
Courier: E] Fed Ei E]VPS" DOSPS
❑Merc!6[ Ekadd' Elothery 9233909,
Custody Seal Present?; Yes ENo Seals, Intact? Ely6s EIN6.
Dat4initiais'Person tx6ailhirig Contents:
Pac'king"Materlb-1. [:jE4bWe Wrap, [1pubble-,Bags []96he MOther:
Thermometer[jti:
[]5amples odicq, coolifig p�r&ess. as begun-
' _O( []'blue.
[Ken I D; Type of Ice: W
!Correction Factor' 0 Cobler-Tetrip-Correct6d(! Blblb gical Tissue Frozen? Mybs. No EIN/A
,
Temp,shoujd bq,a4oVe-freezing. C
USDA Regulated Soil NjA�Yater sample)
Old samples orleinate,in-a quarantine zonevithin the United:StJtes'.:CA, NY; or SC (check Maps)?! Did samplesorlginatefrbm a f0qjgn source (internationally;,
l Ico)?,FlYes, '-MNO
Lj Gp: Uvw
•
Comments/Discrepancy;,____
Chain of Custody#reseni?
es []N6
EIN/A'
li.
Samb , ies Arrived Wlihin Hold Time?
QN/A
2:.,•
Short 'H -old Time Analysis (02'Iff.)?
ELI W E]N/4'
Rush Turn Around Time Requested?
[]Yes o,
EINIA
4,
Sufficient Volume?
E]Yes
El NIA
.5.
C6rre6t'Co6t5iners.'Used?
.1-EIN...
ONI
-6.
-Pac6C.6ritailrids Used?s❑
No
E]NiA
Containers - Intact?
nNd'
EIN/A,
'Samples Field 0,fIfere0';
[]Y6i E]N6
._E5N
Note if sediment is Osi6l% in t6'8Jssp(ved container
Sarnple Labels Match -COG?'
Yes, E❑IN b
EINIA.
He'a&Oace_ In VOAM5N:(>5 -66im)?
Elyes: FIN'O',, UN/A
10.
TrlpBlahk Present?
Trip Blank CustodYSeals present?
Elyes i No
E]N/A
..CtiE,Nt-NdTitItAtION/FtES'OLUTION
p'&9bh,'Cd' Contacted::
. Comments/Sample'
Discr6 I pgicy"
lirojedManager '_ SCURF
.,SC RFR'qview:
.Project :M . ainager:SRF ReView'..
Date/Time: .
Date.
Date:
Fte10vataKeqweuS Ljiys.
h
Note:,,Whenever- there is.a discrepancy -affecting North'tarolina,6ornpfiance s4trpi §,z oo yd&s form.will b.e.sen1tt.6t, e North Catolina,QEHNKCertifkation Off_ (Le:
lNfffhold, lifedreettoteseNativia,but.oftemp, Incorrect containers)
Page 15 of 17

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0
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-% yr = rr
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BP3Z 250 mL PlastitZ N Acetate &NaOH
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Cr m 3
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AG1U-1 IiterAmber UnpreseNed (N/A) (CI*)
0 ,:
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AG1S-1 liferArnb`er H2SO4 (OH <2).
?
AMS-250.m1'Amber H2SO4•(pH - 2)
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AG3A(DG3A)-23t5 mL Amber, NH40 (N/A)(CI-)
OG9H-40_mL VOA HCI (N/A),
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VG9,T40 mL V0A Na2S203 (N/A)
VG9U-40.mLVOA Unp (N/A)
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VOAK,(6 vials per kit)-S035 kit (N/A)
V/GK-(3 vials "per-kit)cVPH/Gas kit (N/A)
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SPST-125mLSterilePlastic (N/A —lab)
--
SP2T 250 mLSterile Plastic (N/A -.tab)
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VSGU-20:mLScintillation vials (N/A)
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CHAIWOF'=CUSTODY I Analytical Request Document
�ArralytrG?f, The Chain=of-Custody is a LEGAL DOGUME-.'-' All relevant 8eltls must be;compieted'accu6fely„
... m
Section A Secdoo.Section Ci - to
• .. ... .. .., ..:..
w. EL
Required ClientinforMatioRequired Pro:6,jeeti..nfonrtation: invoice'Intorrnattohr ..... Page;: 1 Of" 1
Attentlgn: Comparryf )'ANCHOR'OEA'of.NORTH:CAROLINA Report To? ;Aldk LeSueur, •'/3 . ? rt`F"w" -. - -
,
Address'231'Ha :good Steef Copy To:-.�^ ` ' ', Com an Name,--
_ KV19V / .G;ti rav t r P Y 1ri
As he�ille.;NC28801 _
�
Address. • ", ..:;��{•-. � , ': r o "
Erriait;J
PurcFiase` Omer #t
P,ace.Quo*,:,
Phone. , a. 3; ' .lax _.
ProjecfName Clement Pappas _
Pece'ProjectManager. lorri, non oel9bs com, • _ I
Requesled,.Due Date;: j i-GrYt. ('t�' - - _-
Projed #:. _ ,.. .. ..
Pace Profile'#d..,.
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PRINT Name,Of'SAMPLER;
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ANCHOR
:QEA .
Project Name: q{j
D
k
Project Number'i�l^ Weather
`
dew
. .
Sampling Personnel j',�.c,.�4
Sample .Time:
l•� r��
Well Number. Well Depth in Feet (WD):_
��---1 -
. C_-----------
------ -
Well Diameter. ;e10
--
Water Level in Feet (WL):
"
'f e.of Casin :
Yp. 9 �i�c
Leri th of Water -Column:
g
" r 3r ..
-feet
Measuring Point:. `j-O(✓
SUck-Up
- -
(WD) = (WL) _ (LWCj
T
l
Flush Mount /
. One Casing Volume:
i
gallons"
Comments.
(LWC) x (W(;V)
-
Three Casing Volumes:.
S 2 q
gallons'.
.. Actual Volume Purged:
gallons
Well Casing Volumes (WCI) .
1 0.041 Gal F
Z" '0.17 Gal/Ft - 3" =•0.38 Gal/Ft • 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft, _8" = 2.6 Gal%Ft 12" = 5.8 Gal/Ft
Purge Method: aile`r Dis ..
Bailer -Teflon Dedicated Pump- Whale_Pump.., Grundfos
.Other.;
Sample Method: ailer-Disp B
Bailer-?eflon Dedicated.Pump Whale Pump. Giundfos .
Other
w a ron :.
Giinons
Temp
Specific Cond.. ( ' Dissolved .
pH (S.U.)
i Reduction
Turbidity
Reading.
Time
4;. Purged
(°C)
. _
.'(p5/crn) j Oxygeri.(m9/I-) :
i ..
report toU.1 S.U. Potential.(MV)
:: (NTU) ..
4 .
Comments .. .
z
3ti
1.2.��;�
,ce
G7� 3,11
S:q6
L O��,r--
-Il
t2.3: ..
.
_.
_.��G.
-
5
'
—
l
7
I
�9-
I:
-
---
10
Sampling Container.
h Number of Containers .. �- Requested Analysis
500 mL Plastic-
250 mL Plastic
+ j
125 mL Plastic
40 mL Glass,
j
1 L Glass -- - -
-
- -- -
—
- — - - -
Other
Protective Casing: v 'i Pad: Lock: Q Vegetation: Ur: Access:
Pate:
Sampling Personnel Signature: f
lj�!
Notes:.
Samples are analyzed immediately upon collection,
"C: degrees Celsius
0S/cm: micro -Siemer. or centimeter
mg/L• milligrams per liter.

Anchor. QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name:a> gin �iPPLf-. �GiQ,Oas .G
r'tvft►I�rn Date: _@aR$MY7
y
Project Number. 90iI t
Weather..
Sampling Pers6nnel:el-1-CLjt/�.
Sample Time!
Well Number.
Well Depth in Feet (WD):
-1(✓'_�
Well Diameter. j
Water Level in Feet (WL):
(3 .
Type of Casing: .PVC _ ---
Length of Water Column:
? L - - - feet
Measucing P
(WL) _ (LWC)
;
_
Flush Mount Stick -UP
One Casing Volume:
- gallons
Comments;
(LWQ x (WCV)
. .
Three Casing Volumes:
3i G 3 gallons.
J - -
Actual Volume Purged:.'S
-...- --. ..
� . gallons
Well Casing Volumes (W
1". = 0.041=:D. 7 Gal/Ft 3" =.0.38 Gal/Ft. 4" _ 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2:6 Gal/Ft ..12" =_5;8 GaljFt
Purge Method:: - mailer-Disp._: Bailer-Teflori.' Dedicated Pump:. Whale Pump, Grundfos
Method: Bailer=Disp 'Bailer '
Other. :
.Sample - -Teflon Dedicated
Pump .',.Whale Pump. Grundfos :.Other.
ux1aalion
f
f Gallons 1 Temp
Specific.Cond:-
Dissolved
pH (S.U.)
Reduction Turbidity
Reading- I Time ;
9.., ..
P
! urges CC)
,.. I
(pS/cm) .. ;
O . e(m . /L)
xY9n .. 9
report to 0. f S.U.
Po
Poterrtial . m TU
( � (N. � )
:Comments .
2 _ _ Flo 1,75 .i3.tr r6�-j;Qk
S;74-
3 t i It S { �• I��' `i -"I
3 ,� $� :_. S• 6G::
: Z7H I S4__�. — -.-
4 . ` (((c� S. 2s: I�_Lf3�?
-
—
6
7
Us
Sampling Container
Number of Containers
Requested Analysis
500 m.L: Plastic .. .
250 mL Plastic
-
125 mL Plastic-
40 mL Glass
-
1 L Glass
Other. - --
Protective Casing: � Pad: Lock: / . Vegetation: Accesst
Sam lin Personnel Si nature:
P 9 9 f :.
.✓
C --
, -
Date. J /Z
/
Notes:
.Samples are analyzed Immediately upon' collection.. "
°C: degrees.' Celsius r
PS/cm:. micro -Siemer per centimeter
;mg/L milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
S.U.: Standard Units

Rnchor.QEA of North Carolina, PLLC
231. Haywood Street
Asheville, North Carolina 28801
Sampling Personnel Signature:

Project Nam e:PAbN l- �tul �t1i t�Gll
l3�'�Hi7lli(onIq Date 51.2li�
Project Number 0}
Weather 0S.Gt$P�.
Sampling Personnel: S'
.
Sample Time:
Well Number M L�/ -. ' (�
Well Depth in Feet (WD):Will
Diameter..
Water. Level in Feet (WL): .� .
Type of Casing: 1911C
Length of Water Column: feet
Measuring Point.:.
(WD) - (WL) _ (LWC)
Flush Mount /Stick=��Up
One Casing Volume: '). 3 gallons
Comments:. i.
K.l3n
(LWC).x.(WCV)
Three Casing Volumes: . 3 GG gallons
Actual Volume Purged: +r '�"�_$� • ^gallons
..
Weff Casing Volumes (WCV)
1 ". = 0.041, GalAt. 2" = 0.11 Gal/Ft 3" = 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal%Ft 8" = 2.6 Gal/Ft 12" = 5.8 Gal/Ft
Purge Method: bailer-D•isp Bailer Teflon Dedicated Pump.. Whale Pump, Grundfos Other
l Sample Method: er-Disp. /"Bailer -Teflon . Dedreated.Pump
.Whale Pump . Grundfos .Other
ORMation
Gallons f Temp Spedfic Cond.
Dissolved PH (S.11.) Reduction
Turbidity
Reading
. Time . Purged " (� VC) (pS/cm)
Oxygen (mg/Q:. report to 0..1 S.U. Potential .(MV)- ..
(NTU)
Comments .. .
1
II � jG 63
; p ( 3 ZZas 573 f
2.
... _
IaZ6' i � S ��i 5� ZZ3
.
G. Z3�
s
r��� -, �t, z (fir
LL s s• zt.a : s gv . -
4
i(a3�! '..1 7.�Y7,G?:'.'23.`1_-
6
_
i
-
— --
8-
_-
- -
-
Sampling container.
Number of Containers - - :: �.
Requested.Analysis
500.ML Plastic
i
250 mL Plastic .. . .
125 rriL Plastic
40 mL Glass-
--
1 L Glass
Other _ —=-
- "----
-- • .- = .. --.—
- -- _ _ - .. -.: _ - - = -
Protective Casin " Pad: 0 ♦! Lock: ?M(C8"
g:, �_
f ( K ..
Veg etation: Access: G
t.
Sampling Personnel Signature: �/
i - Datee 51 .

well 5amprng Log
Page 1 of 1. .

Anchor.QEA of North Carolina, PLLC
231.'Haywood Street .
Asheville, North Carolina 28801
Project Name:. Date: -
Project Number8?P - 1 Weather. -
Sampling Personnel sample Time: 13 i0
-
. Well Number. �.M
:
Well Depth in Feet (VIED)
Well Diameter. Z,� Water Level in Feet (WL)
_ -
:. ( -.-
—
Type of Casing: Length -of WaterColumn: feet . .
Measuring Point: (WD) - (WL) =.(LWC) -- - -
Flush Mount / Stick-U One Casing Volume: L r gallons
Comments:_ (V (L1/vCj.x (WCV) - —
V,/pli jW �(j(,''(�$ Three Casing Volumes —t -_ gallons:
d' [✓O([�(;�'plh1 . �� . Actual Volume Purged: ') e:/. gallons
p
(:
Well'Casing Volumes(WCV)
.1. 0.041.13al/Ft 0.17 Gal/Ft 3" =.0.38 Gal/Ft : 4 =.0.66 Gal/Ft 6" = 1.5 Gal/Ft e' 2.6 GaVFt 12" = 5.8 Gal/Ft
Purge Method: Bailer-Dlsj)� : Bailer -Teflon:.' Dedicated Pump:. Whale Pump. Grundfos Other.
Sample Method: .. Bailer-Dis Bailer -Teflon Dedicated Pump --;Whale Pump.. Grundfos :.Other
i xi a to
-Gallons .I TernSpecific
p Spec Cond. Dissolved PH (S.U.) l . Reduction Turbidity_
Reading Time - .Purged (Y) (p6/cm) Oxygen (ing/y . report to 0.1 S U.. Potential (MV) (NTU - - .. .
. - . .. - ) - Comments
- I
3.. I.
C1_(:
-8
9.
Sampling Container Number of Containers, Requested Analysis
500 MI-Tiast:ic -
250 mL Plastic....-
125. mL Plastic-
4D mL Glass--
i.
1 L Glass
Other -
Protective tasing:Pad: if-. Lock: O(G Vegetation: 0 Access:
.7
Sampling Personnel Signature: Date:
sampleswd.analyzed immediately upon collection.
°C: degrees Celsius mV: mlllw' It
pS/cmr.micro-Siemen per centimeter N7U; nephelometrlc turbidity units '
mg/L rnMigwns per liter. S.U.: Standard Units
Page 10 f 1.

Anchor,QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801.
CALIBRATION DOCUMENTATION
Project Name: GIcw1-61,. Person Conducting.Calibration:GkSf�v/.
Project Number. - Date of.Calibration: .7 "
Project Location �f'Y�21��{r "/1ir. Date of Field Measurements
EQUIPMENT DOCUMENTATION
Equipment or meters used to take measurements (e.g., water level meters, survey equipment):
Equipment Type I Serial Number .1
Brand .�
Date of Use
_150-ft:Water Level- 1' 26154
150-fiWater, Level "j 22754"
150-ft Water Level .. 150. ---
. 150-ft Drawdown MP30-1527
S01in.ist
Sblinist
5/Z / -� _-
-- Testwell
QED —
Select Turbidimeter Hach 2100Q (s/n 151006045207)
HF Scientific MicroTPW (s/rr200601045)
Calibration Instrument Reading i Instrument Reading
Standards : (Hach 2100Q) I (HF Scientific MicroUffl.
Explratlon Date', 20 NTU 100 NTU �~ 806,NTU ":� . 0.02 NTU f ;:10.0 NTU I. 1000 NTU
Cal: Cal 1Cal: Cal: Cal: Cal: -
Time: Time:. Time: — tme:. �Trme: Timer
Verificatlon (10 NTU): ^ Verification: (Verifications Vercation:
r
",Time: /-- q ' _ -- n �T77
me I1irw Time:
fj�
YSI SS6 Multiparameter Meter (s7n 12001057)
— --- — — Instrument -Readings Calibration Expiration Date
Dissolved oxygen. Initial ` {Cal: mmHg: (Time NA
pH 7 S.U. Initi%a ` — pHmV: Cal pHmV: — Time:
report to 0.1 S U. Vr • _ -,Go07/tr
�pH 4 SAL: . Initial:" pHmV Cal: f /�� pHmV: , " Time:
ieportio0.15U I `/.f/� l ."v St
pH 10 S.U. Initial pHmV[ Cal: pHmV iTime: P
report to 0.1 S.U. /; 3 I S p (J"��.�
�G.O
QC* pH 7 S.U. AM Time: , Mea- : Mid Day Time: Check: j PM Time Check
report to 01 S.U. SZ Z 7>OZ%i
Spec. Cond. A initial: Cal: iTime:
- T
QC*: AM Time: Meas iMid Day. Time: Check • PM.Time: Check
NS/cn, to/�
Initial: Cel Time: -- //7
ORP
1
Signature: ��
9 � Date:
Notes:
1. Electronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity.shoUld be calibrated"according to values representative of historic range.
3.Order of Calibration is as follows: SpecificCondudivity pH 7; pH q, pH 10, DO,.ORP, QC checks:
4. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true.balue. If QC reading's are out of range, the instrument needs to be iecalibrated.
5.' indicates that a QC "check must be performed in the morning, afternoon, and the end of the day, or every four hours.
6. •' Indicates to choose a "Specific Conductibity buffer of 14.13, 447, 84, or 23 mS which is closest to historical' readings from the project location.
Page 1 of 1

"
Enter date: monftorincg results were.due. ( 6/30/20i7) Will this:rnonitorlhg report (GW-59 and GW-59A)
YIDS-
NO
be'submitteif after thc-establishedA -date? _ -
X.
2
rilissiilg an (hc GR'-59 report forms?'
Yi?S.
NO.
iF the aMwor to .question .1 cr 21s `YES'; fist in !ha space provided bofoidr, the. iveli identifieatiot7 rlumber(s), and
erplainlhe problems. encounfered in obtaining the roquired information;
Are an}, orthe inn ni(ariYClI% in rated of l'epair ur'maitiwniki (damaged cashigi Vhlaekcd or missing'cap,-missing ..
YES -
NO
'
idpatirCatton P at RCC:1 evel rOwllr CIC.?� IJIitc Qf!¢II'Cr !S ���'P�ti ", Co11lr1Cl the llCPiatj ff U1rC f0)' j,ndd4itte-.X
.
Are any monitored constituentsequal to orabove Cite established -standards? :
YES
NO
If the answerto.question 4 is "NO"; skip'to section 8 ..
If the answer to question 4, is "YES" list the affected wells individually tRjtlj'constiluent(s) and.concef►tration(s) .
exceeding standords in tho space provided bolmw- .'
-
Total Organic Carbon .(Limit '= 10 -mg/L)-= MW-.8:•. 11,4 mg/L; Nitrate (Limit= 10. mg/L) - MW-8:'12.4 mg/L
..
Fecal:Coliform (Total,Coliform.2L standard_= 1-.0.CFU/100mL)=,MW-5: 3.0•CFU/100mL; MW=6:.2.0'CFO/100mL; -
Por the constituents Identified In question 4-above, have standardsbeen exceeded' previously for the
YES'
. NO.
same constituents) In the.same wells) In the last two'years?:.
X
if 0 ahstver fo questiori.5 is WO -skip to-seclion 8. -
7f the answer to ques[lori 5 fs "YES list in -the. space provided tielaw; each ii%z(!- vrr7h constituen(s) exceeding
slandards, cORCGntration(S) re. p6ridd Arid sanypla colleotfon date for each occurrarice (for the last two years).
. .
TOC: - - Nitrate• . . - . .
. .
-
_
5/4/2016:. KW-8 = 15.0,mg/L 11/9/2016: MW78 _ 14.3 mg/L ;.--
.-
11/04/15: MW-8,= 15:O,mg/L - --.6/9/2016: MW-8 = 26.3 mg/L
5/13/15: MW-8 = 19.7.mg/L' .. - --' -- 5/4/2016,: MW-8 19.1:mg/L
Fecal coliform: 11/4/2015:. MW-5 = 74. CFU/100mL" MW-6 = i36 CFU/100mL, MW-8_-.4.0 CF6/1001nL;
6 '
.Arethe'monitoring wells listed -in sectloh 5 located ut or Beyond.the reviewtiaunda,ry?- .
1'ES'
NO.
MW-5,'Mw.M; and MW-8,aid, beyond the review.boundary.. ,.- -
" X.
If the answerls. ".YES', a'groundwatergtiali.ty prohlem may be occuriingr CONTACT THEREGiONAt ,.. :
OFFICE 114 MEDIATELYFOR GUIDANCE. If the answerls "NO monitoring wells maybe inrpropeiiy-
locate'dl contact the Regional Offlce.* . - - ' .
7
Is the permittee implementing previously approved actions required by the Division involving this.
YES
NO
gr4ndwatergi4lity0.r6blem7 "
X .
.Iff the answer to 4ueWon'7 is "YES , describe those actions !n the space provided belot%
INN answerto question 11s "NO'; corit5ctIft RecrIona! Office wlfhlri.90 daysran evaluatlon'rnay be-,
lac alred to deteanine the Impact the.was;fei. posal system !s hadlna at the revleiv and'corriplfarice';
boundaries surrounding this facility.' •falfure to do so may sublect the'nerrhittee to a Notice of Violation:
fines; and/orpenafties.. :.
'Fecal. coliform was detected in MW-5 during the November.2015, November 2014,, and the November 2013 sampling
"
.events.. Fecal. coliform Was, last detected in MW-6 'and MW-O"during the November 2015'sampling event: Total Organic ..
-
'Carbon Moc),yoci and_.SVOC analyse s.were completed for all'samples.during the May..2007 groundwater'sampling event.'
The TOC. is not attributable. to VOCs' or SVOCs' and, is 'possibly naturally occurring: .. ',
..
The person completing this portion {G W-59A) of the }nonitorin report should sign below and subinitthis
form:wilh GW 59'fbgnsi for_iequfred wells to theaddress provided at.tlie fop of the curren. GW-59 form:'
Thereby.acknowledge thatthe ab"ove Information was evaluated'and fie information swim" ltted iri
dge.:. ,
?report (Compliance Report GW 59A),is true and eompleEe to the:besf of.my knowle71,
d.
Signat0r6 of Permittee (de Authorized Agents

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
.
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617`MAIL SERVICE CENTER, RALEIGH, NC 276MI617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 31 2020
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (Street) NC 28792 County Henderson
❑ Lagoon ❑Remediation:Infiltration Gallery
(City) (State) (Zip)
IN Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 8 2 8 — 6 9 3 — 0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump 0 Other:
from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW— 4
Date sample collected: 5 / 2 / 2 017 FIELD ANALYSES:
WAS
Well Depth: 18 _ 2 a ft.
Well Diameter: 2 in.
pH 00400: 5.96 units Temp. 000lo: 17.41 °C
DRY at
Depth to Water Level 82546: 7 . 82 ft. below measuring point Screened Interval: 8*ft. to16_1*ft. Spec. Cond. 00094: 183 µMhos
time of
Measuring Point is 2 . 43 ft. above land surface
Relative M.P. Elevation: 2063.77 ft.
Odor o0085: none
sampling,
check
Volume of water pumped/bailed before sampling: 6.0
*screened interval is relative to land surface
gallons Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2) as N 00615
mg/L Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 <2 . 0 /100mL
Nitrate (NO3) as N 00620 0.40
mg/L Zn - Zinc 01092 mg/L
Coliform: MP Total 31504 /10OmL
Phosphorus: Total as P 00665 0.072
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 96.0 mg/L
Al - Aluminum 01105
mg/L
pH (Lab) 00403 units
Ba - Barium olo07
ug/L
TOC oo68o 3 . 9 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 7,0 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552 mg/L
Cu - Copper o1o42
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 mg/L
Hg - Mercury 719oo
ug/L Lab Report Attached? ❑ Yes (1) ® No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L. VOC 7873 , method #
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3as N; Ammonia Nitrogen, Total)
Mn'- Manganese wom
ug/L , method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
ennittee (or Authorized Agent Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
• •
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
• • •
1.617 MAIL SERVICE CENTER, RALEIGH, NC27699.1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Dater 8 1 O2O
Facility Name: Clement Pappas
Non -Discharge WQ 0 0 04 7 9 7 UIC -
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville Is"Oet) NC 28792 County Henderson
❑Lagoon El Remediation: Infiltration Gallery
(city) (state) (zip)
1 Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 8 2 8 - 6 9 3 - 0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
(from Permit)
SAMPLING INFORMATION MW— 5
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 /2 /2.017 FIELD ANALYSES:
WAS
Well Depth: 18_ 5p ft.
Well Diameter: 2 in. pH 00400: 5 .50 units Temp. 000lo: 15.43 °C
DRY at
Depth to Water Level 82546: 8 . 6 3 ft. below measuring point Screened Interval: 9 * ft. to 19 * ft. Spec. Cond. 00094: 76 µMhos
time of
MeasuringPoint is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2085.6o none
ft. Odor o0065:
sampling,
check
Volume of water pumped/bailed before sampling: 5.25
gallons screened interval is relative to land surfaceAppearance
here:
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report Laboratory Name: Pace Analytical Services CertificationNo. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NOZ) as N oo615 mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 3.0 /100mL
Nitrate (NO3) as N 00620 < 0 . 02 0mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665 0 . 0 97 mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 134 mg/L
Al - Aluminum 01105 mg/L
pH (Lab) 00403 units
Ba - Barium 01007 ug/L
TOC 00660 8.1 mg/L
Ca - Calcium oo916 mg/L
Chloride 00940 29 mg/L
Cd - Cadmium 01027 ug/L
Arsenic 01002 ug/L
Chromium: Total 01034 ug/L
Grease and Oils 00552 mg/L
Cu - Copper 01042 mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045 ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 . mg/L
Hg - Mercury 71900 ug/L Lab Report Attached? ❑ Yes (1) ® No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937 mg/L VOC 7873 method #
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927 mg/L method #
(Ammonia Nitrogen; NH3 as N: Ammonia Nitrogen, Total)
Mn - Manganese 01055 ug/L , method #
TKN as N 00625 mg/L
Ni - Nickel 01067 ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
• •
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
• • • •
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone; 919-807.6306
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 1 2C2C
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville cstreet) NC 28792 Count Henderson
y
El Lagoon El Remediation: Infiltration Gallery
(City) (state) (zip)
® Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 828 - 693 -
0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
from Permit)
SAMPLING INFORMATION
6
If WELL
WELL ID NUMBER (from Permit):-
Date sample collected: 5 /2 /2 017 FIELD ANALYSES:
WAS
Well Depth. 11 '_EE ft.
Well Diameter: 2
in. pH 00400: 5 . 15 units Temp. 00010: 20 . 84 °C
DRY at
Depth to Water Level 82546: 5 . 31 ft. below measuring point Screened Interval: 5 * ft. to 10 * ft. Spec. Cond. 00094: 118 µMhos
time
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2061.17 ft. Odor 0008s: none
sampling,
check
Volume of water pumped/bailed before sampling: 3.75
*screened interval is relative
gallons
to land surface
Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report Laboratory Name: Pace
Analytical Services Certification No. _37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2) as N 00615
rng/L Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 2.0 /100mL
Nitrate (NO3) as N 0062o
0.47 m /L Zn - Zinc 01092
g mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665
0 . 090 mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300- 93.0 mg/L
Al - Aluminum 01105
mg/L
pH (Lab) 00403 units
Ba - Barium olooi
ug/L
TOC 00680 1. 8 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 12 . 1 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552 mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑ Yes (1) ® No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L VOC 7873 method #
-#
Total Ammonia 00610 < 0 . 1.0 mg/L
Mg - Magnesium 00927
mg/L method
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen; Total)
Mn -Manganese 01055
ug/L ,method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Permittee (or'AAu onzed Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
MIR • .
DEPARTMENT, OF ENVIRONMENT:& NATURAL RESOURCES
DIVISION OF WATER RESOURCES' -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
• • • •
1617 MAIL SERVICE CENTER, RAI EIGH, NG Z7699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clear)yorType
PERMIT Number: Expiration Date:. g 31 2020
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (sueet) NC 28792 Count Henderson
y
❑Lagoon El Remediation: Infiltration Gallery
(city) (state) (Zip)
® Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 8 2 8 - 6 9 3 -
0 71.1
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
(from Permit)
SAMPLING INFORMATION _
MW 7R
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 /2 /2 017
FIELD ANALYSES:
WAS
Well Depth: 17--.Uft.
Well Diameter: 2
in. .
pH 00400: 5 . 56 units Temp. ocolo: 17. 07 °C
DRY at
Depth to Water Level 82546: 1 0 _ l -4ft. below measuring point Screened Interval: 5
ft.* to 15
ft* Spec. Cond. 00094: 239 µMhos
time of
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2062.86 ft.
Odor 00085: none
sampling,check
Volume of water pumped/bailed before sampling: 3 . 75
*screened interval is relative to land surface
gallons Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES:
❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report LaboratoryName: Pace
Analytical
Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2),as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <4 . 0 /100mL
Nitrate (NO3) as N 00620
8.9 mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665
0 . 43 mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration. Units):
issolved Solids:Total 70300 7 6 2 mg/L
Al - Aluminum o11o5
mg/L
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC 00680 6.7 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 17.9 mg/L
Cd - Cadmium olo27
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552 mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945mg/L
Hg - Mercury 71900
ug/L,
Lab Report Attached? ❑ Yes (1) ® No (0)
Specific Conductance o0095 µMhos
K - Potassium 00937
mg/L
VOC 7873 method #
Total Ammonia 00610 <0 . 10 mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L
, method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
ittee (or Authorized Agent) Name and Title - Please print or type r Signature or Permittee (or
GW-59 Rev, 8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
•
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES- INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
• • •
•
1617 MAIL SERVICE CENTER, RALEIGH, NC27699-1611 Phone: [phone]
FACILITY INFORMATION Please PrintClearly orType
PERMIT Number: Expiration Date: 8 3l 2020
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (st(m) NC 28792 County Henderson
El Lagoon El Remediation: Infiltration Gallery
(City) . (Stair.) (zip)
IN Spray Field El Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 8 2 8 — 693 — 0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
(from Permit
SAMPLING INFORMATION
MW— 8
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5/2 /2017
FIELD ANALYSES:
WAS
Well Depth: 13 _ 93 ft.
Well Diameter: 2 in.
pH 00400: 6 .56 units Temp. 0oolo: 15 .35 °C
DRY at
Depth to Water Level 82546: 8 • 4 8 ft. below measuring point Screened Interval; 3 ft* to
13
ft* Spec. Cond. 000sa: 714 µMhos
time of
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2060.80 ft.
Odor 00085: none
sampling,
check
Volume of water pumped/bailed before sampling: 3.00
gallons -screened interval is relative to land
surf ac'Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report Laboratoryidame: Pace Analytical
Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 8.0 /100mL
Nitrate (NO3) as N 00620 12.4
mg/L
Zn - Zinc 01092 m 9lL
Coliform: MF Total 31504/100mL
Phosphorus: Total as P 00665 0.30
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 497 mg/L
All - Aluminum 01105
mg/L
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC 00660 11.4 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 18.9 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552 mg/L
Cu - Copper01042
mg/L
ORGANICS: (by GC, GUMS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1) ® No (0)
Specific Conductance o0095 µMhos
K - Potassium 00937
mg/L
VOC 7B73 method #
Total Ammonia oo6lo < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn -Manganese 01055
Ug/L
method #
TKN as N 00625 mg/L
Ni - Nickel o1067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
• •
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF'WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
• • • •
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699.11617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 31 2020
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES . Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (street) NC 28792 Count Henderson
y
El Lagoon El Remediation: Infiltration Gallery
(city) (state) (zip)
® Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 828 - 693 -
0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW- 9
Date sample collected: 5 /2 / 2 017 FIELD ANALYSES:
WAS
Well Depth: 18 _ 1 2,ft.
Wellbiameter: 2
in. pH 00400: 5 .40units Temp. 000lo: 21 .61°C
DRY at
Depth to Water Level 82546: 3 . 9 9 ft. below measuring point Screened Interval: 6
*ft. to 16 * ft. Spec. Cond. 00094: 91 µMhos
time of
Measuring Point is 1.44 ft. above land surface
Relative M.P. Elevation: 2ft. Odor 00085: none
sampling,.060.23
check
Volume of water pumped/bailed before sampling: 2.4
*screened interval is relative to land surface
gallons, Appearance
here:
Samples for metals were collected unfiltered: ❑ YES
El NO and field acidified: ❑ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report LaboratoryName: Pace
Analytical Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NOO as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <4 . 0 /100mL
Nitrate (NO3) as N 00620
0.17 mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665
0.61 mg/L
(Note: Use MPN method for highly turbid samples) -
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units_):
issolved Solids:Total 70300 92.0 mg/L
Al - Aluminum.ollo5
mg/L
pH (Lab) 00403 _ units
Ba - Barium 01007
ug/L
TOC ooiiBo 7.6 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 3.8 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552 mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730 ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑ Yes (1) ❑ No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese o1055
ug1L ,method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L . method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
GW-59 Rev.812013