WQ0004797_Monitoring (Report)_20180709

O
0"
�+.
V
u
�.
;' .
Z
;;
;
{A
ul
M
O
JA
C...
I.-
o.
Q:.
7 ;
a
G:
(CFUs per
Sample.Name.-
Sample Date
(mg/L)
(mg/L)
100 mQ)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
05/24/2006 .
7.2 . -
-9.7
< 1.1•
2' '..'.
19-
82'
< 0:10
NA
.11/09/2006 . ' "
3:6 ..'
7.4.
<.1;1
0.95 '
.: ,17
76
0.11-
NA '
05/18/2007 :
4:9 .
6.0
<. 1.0
0.56 .
14
62:-
< 0.10
" NA
11/13/2007 .
- 5.9 '
16.7 :
z.1.1 '
2.9
6.9
82.0
< .0.10
NA.
101.
- 9:0
1.3
140
<.0.10
NA .05/27/2008
1.1/18/2008 -
- 4.7 :
-10:7-
.<1.1.
1.9
:. 8.5.
32.0
. <0.10.
NA
05/28/2009 . '
14A
7.1.
<-4.0
0.46 •'
: 24.2 _
. 104..
:< 0.10
NA
11/05/2009
115 -
.5.91
<'2.0
0.31 .
23:5
.80.0
< 0.10
NA
MW-2R....
05/13/2010
8.7. "'
.5.8
< 2.0..
.< 0.10
1.7.2'
57:5. '
< 0.10
NA:.
.11/08/2010 . '
:.18.3
10:0.
<:2:0 \ :
ll
1.1.7.
60.0-
< .0.10.
NA' '
05j17/2011. _
M6 '
< 5.0
.<.2:0 ..
<.0.1D
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
r4:0'
< 0.20
.' 11.9'
..68.0
< 0.10
'NA
'.-11,/07/201'2 :
31:.1.-
9.5
'< 1.0
1.3
10.0
67A
<.0.10
NA ,.
05/16/2013'
U.'s
1:2
<.1.0
< 0.02
13:2'
64.0
< 0.10
.'' NA.
11/20/2013
61 ' .
76
<:1.0 _
0.97.
9.3.
b6.0.
< 0.10
NA. -
05/22/2014 ' - '
8.0 :
4.1 .
< 1.0 :
' 0.72 .
.. 8.4 1
52.0 -
. <- 0.10.
NA
Standards
:10 _
256.
1' .
10 _ .'
: 256 -
.500
1.5 .
..NL

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and:Wet Chemistry
Sample Name
Sample Date
O
V
r
F
o
V.
�°
r
Z
vf0..
-
IA
o
N,.
+f0.
FO
-
R
E
Q
O
O
O
H
(mg/L)
. (mg/L).
(CFUsper
, 100 mL) "
(mg/L)
: (mg/L)
(mg/L)
(mg/L)
(mg/L)
MW-4
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
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
c0.10
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
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
1 < 0.10
25.0
152
. <" 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
05/28/2009
8.6
13.6
< 4.0
< 0.10
35.5
156
< 0.10
NA
11/05/2009
31.0
13.6
1 < 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
< 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,
1.3
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
< 0.0201
26.2
150
< 0.10
NA
05/16/2013
31.8
10.2
2.0
0.28
19.1
108
< 0.10
NA
11/20/2013
8.0-
14.7
< 1.0
0.026
22.1
157
< 0.10
NA
05/22/2014
8.7
10.8
< 2.0
0.14
22.5
146
< 0.10
NA
11/18/2014
28.7
12.1
< 2.0 .
< 0.020
21.9'
161
< 0.10
NA
05/13/2015
5A
9.2
< 1.0
< 0.020
21.5
130
< 0.10
NA
11/04/2015
6.6
6.2
<2.0
< 0.0201
NA
139
1 < 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
3.9
7.0
<2.0
0.4
NA
96
<0.10
0.072,
11/08/2017
3.0
7.3
<2.0
1.2
NA
135
<0.10
0.070
05/02/2018
3.0
10.0
<1.0
2.1
NA
167
<0.10
0.11
Standards
10
250
1
10
250
500
1.5
NL
Clement Pappas Groundwater Monitoring May 2018 Page 2 of 7
Hendersonville, North Carolina July 2018

,Sample,Name.
•-' Samp!OVaite- _
O
C. -
O
Oi+
a
L
o
u:
_
H
'O
O
p
c..
O _
E
s
a
,
(mg/L)
(mg/L)
(CPUs>per
..-100`mL)
(mg/L)
:(mg/L)
(m9/4)
(m9 L)
(m9/W:
MW-5
05/15/2002..
- 2.9 .' •
15.
< 1.1-
0.42 ..'
. 1.7
< 40
< 0:10:
NA
11 /05/2002 .
1:4 .
16. .
r.1;1
0:54
c 1.0
83 '
' : 1.3.
NA
05/13/200, 3 :
4.6 ,
17
<. 1.1
0.65
2
56
0.25
" NA
11/04/2003
19. -
-' 22
<.1.1:
0.28
<'5.0
58:
< 0.10
:: NA. .
05/05/2004
0.7
. -28
< 1:1.' -
0.57.
< 5.0
80..
0:15
NA,.
1.1/09/2004
1'.2 :
34 .
< 1:1 :
0.24 .
< 5;0
130 ..
< 0.10_
NA
05/17/2005
2:1
35 .
< 1.1
< 0:10::
< 5.0.
110
< 0.10 .
NA
11/03/2005 :
8:1. `
' .34.
" <-:1.1 _
0.11 .
<- 5.0
82
` < 0.1.0
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-_
- 2.-5.0
90
<:0.1.
NA
05j18/2007 .: -
I.T.
42
<:1 D ..
. 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.
14.5
< .1;1
0:21
< 5.0
168
0.17.
NA
11/18/2008,
25.9.
47.6 :.
.' <. 1.1
0.17 -
z:5.0
86.0
< 0.10
NA
05/28/2009.
16.1 :
:•29.0 :
4.0 :
0.11
<.5.0
-188 -
<.0:10
:. NA.
11/05/2009
4.7 ' .
. 39.1
2.0 . - .
' 0.15
< 5.0
112 .
< 0.10
NA' . .
0.5/13/2010
3.2 ;
-43.'0. '
:.. 23.:
0.17 :
, <-5.0
-W .:
< 0.10.
' ' NA'
11 /08/2010 .:
13.8
43:7
200 '' .
< 0:10'
:. < 5.0.
113 .
:< 0.10
NA
05/1.7/201.1::
4:0.' '
32.3
<'4.0 -
-.'< 0.10
<_ 5.0_
..< 167.
< 0..10.
NA
11/15/2011 :.
3.0.''
S2.6' `
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
c 2.0 .
.139
< 0.10
--NA'
05/16/2013,
.4.0 .
44.2 '
.
0.093 ...
2:3.:
152
< 0:10:
NA '
11/20/2013 .'
4:2,.
-64.6'
1:0.'
0:19�'
r2.0
162 `
:-< 0.10
NA'
05/22/2014:
5:8 .
"6.6
< 10.0 ..'
0.099:
<.2,0
110.
<.0.10
11/18/2014'
16:0 :
'S7.7 .
6.0 :
0:28.,
<.2.0
160 -
<.0.10
NA'
05/13/2015
21.0 -
- 68.4 - .
< 2.0.
' 0.1.1.
< 2:0
-176 .
< :0.10
NA. .
11/04/2015
- 7.3 :
20.3. '
- .. 7.0.
< '0.020
. -NA'
68.0 ..
<-0.10,
0.21
05/04/2016' .
::8:6,
4.1:5
< 10.0 .
0.042
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. -
L29.'0, :
3.0
<0.020
NA
134.
<0'10'
0.097.
11/08/2017 _
6:7
12:8.
188 .
<0.020
NA.,
84.0
<0:10
: 0.086
05/02/2018. -
5.7
16.1
10
0.022-
:NA
90.0-
.<0.10
0.097
"Standdrds- , = -: --
70
250
- - 1 .".:
10
250 :
500
1.5 .:
- -NL '

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
Sample Name
Sample Date
0
U
•�
O
r
F
M
L
0
U
C
UO
V
LL
;+
r
Z
«
W
4A
o
M
d
Vl
i]
Y
H
10
0
Q
L
0
t
0
a
r ..
H
(mg/L)
(mg/L)
(CFUs per
100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
MW-6
05/15/2002
6.8
9.9
5.1
< 0.10
11
< 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
1 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
1.1
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
< 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
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
4.3
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
9.4
< 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
< 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
1 9.8
49.0
< 0.10
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
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
0.09
11/08/2017
1.4
11.1
74.0
0.045
NA
66.0
<0.10
<0.050
05/02/2018
2.3
9.4
1.0
0.085
NA
81.0
<0.10
0.097
Standards
70
250
7
10
250
500
7.5
NL
Clement Pappas Groundwater Monitoring May 2018 Page 4 of 7
Hendersonville, North Carolina July 2018

Sample Name
Sample'Date
•�' '
A
V
O ,
ia+
.0
u •
u
;;
aY+,
w
M
V
O.
H
C
r
E
In
L
O
IA
O
a
r
(mg/L)
,(mg/L)
(CFUsL per
' 100•mL).
(mg/L)
(mg/L)
(mg/L);
.(mg/L)
(mg/L)
MW=7. -.
:
05/15/2002..
.20 ,
6.5
< 1.1•'
5.2 -
- - 26 :
< 40
< 0.10
NA _
:11/05/2002
16'
3.3
r 1.1
1:3
1:1.
68
1.4
NA
95/13/2003:
9:7..
3.6
2.2
1.8 '.
'9.3
44''
- 0.72
NA
11/04/2003
1.9 .
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
5:1::
1.9 :
< 5:0
62 ..
< 0.10,
NA
05/17j2005
3:2
6.1-
c 1.1
: 1.2 ::
< 5.0 .
- 40 ; -
< 0.10
NA
11/03/2005
7.7
6.1
<'.1:1.
"0.99.
<.5.0
58
D..10
NA
05/24/2006
8.4
5.5
< 1.1
1:5-
<: 5:0
48:.
< 0.10
NA :.
11 j09/2006
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
`'. 11/18/200.8:-
T..5.
-7.7
<1.1
:1.7' .
<:5.0
30.0.
<0.10
NA::
05/28/2009
23.4
; 9.8
<.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
NAB
05/13/2010 .
4.6 ':
11:0
< 2.0 :
2.5
< -5.0.
71.0 ..
< 0.1.Q
NA
11/08/2010
: 15.4
8.9.
c 2,0 .
: 2.3;.::
< 5.0
60.0,
< 0.10
.NA
05117/201.1.
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 X. &
13.1
< 100,
..4.0
14.9..
108.0
< 0.10
NA -
05/16/2013
12.8
-17.1
< 1.0.
10.5
.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
. c 1,0,000
5.7
4.0
93.0.
• < 0.10
NA ;.
11/18/2014 -
- 19.1 -
:16,0
c 20.0
7.1
4.4
93.0
< 0.10
NA.'
05/13/2015
8.5
17.0 .
<: 2.0.
9.3 .
3.7.
125
< 0.10
NA . .
11/04/2015
..9.9 :
18:0.
< 2.0:
8.3 -
NA :
129
<-0.1.0.
0.35
05/04/2016
13.5
. 27:7
< 10.0
11:2 ::
NA
..130;,
:< 0.10
0.78 .
06/09/2016 ,'Pace -
. NA.'
NA
NA' .
..10.9 .
NA- .
`NA
NA
06/09/2016 = Prism.
NA '
. NA
NA,
10.0
NA
NA
f NA
NA
11 j09/2016
13.0
22.7
< 20.0.
U.5 _
NA -
147
< 0.10,
1.01
05/02/2017 . ,
.6.7' .
. 17.9
<4.0
. 8.9
NA.
-169
Am
0.4 : -
1'1/08j2017.
3.9
17.9
A9:0:
36.8.:
NA•:
376
.<0.10
0.14
05/02/2018
3.2 ..
- 22.6
<2.0
153
-NA
207
<0.10
0.32
Standdrds - . -
10.
250
1..•
10,.
250
500..
1:5
NL :_

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
Sample Name
Sample Date
G
M
u
�
0
•o
w
u
a,
a
�°
Q
�
G
c
E4.
y `
�..
c
a
sa
R
(mg/L)
(mg/L)
(CFOs per
100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
MW-8
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 j
15
< 1.0
3.0
13
290
< 0.10
NA
11/13/2007
8.3
19.6
< 1.1
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
11/18/2008
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
11/05/2009
10.8
15.4
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
20.2
232
< 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
13.4
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
6/9/2016 - Pace
NA
NA
NA
26.3
NA
NA
NA
NA
06/09/2016 - Prism
NA
NA
NA
26.0
NA
NA
NA
NA
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
0.3
11/08/2017
8.1
9.7
<4.0
-14.4
NA
390
<0.10
0.098
05/02/2018
10.8
12.9
<2.0
14.4
NA
548 ,
<0.10
0.19
standards
10
250
1
10
250
500
1.5
NL
Clement Pappas Groundwater Monitoring May 2018 Page 6 of 7
Hendersonville, North Carolina July 2018

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
.0
V
V
N
3
C
.
>-
0
s
w
O
H '
O
'a
v
N
,0
O.
O
.0
(CFUs per
Sample Name
. Sample Date
(mg/L)
'(mg/L)
100' mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(mg/.Q
05/13/2015
2.2
12.4
< 2.0
11.0
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
MW-9
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 1
<0.10
0.61
11/d8/2017
7.0
8.9
10.0
0.95
NA
64.0
<0.10
0.53
05/02/2018
4.6
4.9
<2.0
I-07-F
NA
69.0
<0.10
0.37
Standards
10
250
1
1 10
250
500
1.5
NL
Notes:
Standards are from North Carolina Administrative Code, Title 15A, Subchapter 2L (21- standards), April 1, 2013, except total
organic carbon and fecal coliform. The total organic carbon standard is from Spray Irrigation Permit Number WQ0004797.
The fecal coliform standard is the 2L standard for total coliform.
06-09-2016 - Pace/Prism: A resampling event was performed on June 9, 2016, to investigate nitrate exceedances in MW-7R
and MW-8.One set of samples was analyzed by Pace Analytical Services, and a second set of samples was analyzed by Prism
Laboratories.
Sulfate was removed from the list of necessary analyses as of fall 2015 and replaced by total phosphorous.
Bolded values indicate a concentration equal to or above the respective standard.
< indicates that the constituent concentration was not detected above the laboratory reporting limit.
CFU: coliform-forming unit
mg/L: milligrams per liter
mL: milliliter
NA: not analyzed
NL : No standard limit is set.
Clement Pappas Groundwater Monitoring May 2018 Page 7 of 7
Hendersonville, North Carolina July 2018

Table 2
Current and Historical Groundwater Elevation Measurements
Well
Identification.
Date Measured
Depth to,
Groundwater
(feet BTOC),
Top:: -of -Casing
Elevation
(feet)
'Top -of -Casing
,Height Above- .
Ground Surface
(feet)
Groundwater'
Elevation.
(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
8.48
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
2053.40
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
3.77
2053.47
Well abandoned,
replaced
by MW-9.
Clement Pappas May 2018 Groundwater Monitoring Page 1 of 7
Hendersonville, North Carolina July 2018

Table 2
Current and Historical Groundwater Elevation Measurements
Well
'Identification
Date Measured
Depth to
Groundwater
(feet BTOC)
Top -of -Casing
Elevation
(feet)
Top -of -Casing '
. Height Above
Ground Surface
(feet)
Groundwater
Elevation -
(feet)
MW-4
05/15/2002
9.32
2064.60
2.43
2055.28
11/05/2002
9.49
2064.60
2.43
2055.11
05/13/2003
8.20
2064.60
2.43
2056.40
11/04/2003
9.23
2064.60
2.43
2055.37
05/05/2004
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
2058.41
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
8.41
2064.60
2.43
2056.19
05/18/2007
9.42
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
11/18/2008
9.76
2064.60
2.43
2054.84
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
2.43
2055.77
11/08/2010
9.30
2064.60
2.43
2055.30
05/17/2011
8.97
2064.60
2.43
2055.63
11/15/2011
9.48
2064.60
2.43
2055.12
05/17/2012
7.62
2064.60
2.43
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
2056.84
05/04/2016
8.43
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
11/08/2017,
7.88
2063.77
2.43
2055.89
05/02/2018
8.44
2063.77
2.43
2055.33
Clement Pappas May 2018 Groundwater Monitoring Page 2 of 7
Hendersonville, North Carolina July 2018

Table 2
Current and Historical Groundwater Elevation Measurements
Well - -
Identifications
Date Measured
Depth to
Groundwater
(feet BTOC)
Top -of -Casing
Elevation
(feet).
Top -of Casing
Height Above' j
Ground Surface
"(feet)
-Groundwater
Elevation
(feet)
MW-5
05/15/2002
8.31
2086.40
3.00
2078.09
11/05/2002
10.20
2086.40
3.00
2076.20
05/13/2003
8.29 '
2086.40
3.00
2078.11
11/04/2003
9.92
2086.40
3.00
2076.48
05/05/2004
8.75
2086.40
.3.00
2077.65
11/09/2004
8.50
2086AO
3.00
2077.90
05/17/2005
8.87
2086.40.
-3.00
2077.53
11/03/2005
9.70
2086AO
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
2075.40
05/27/2008
9.84
2086.40
3.00
2076.56
11/18/2008
11.59
2086.40
3.00
2074.81
05/28/2009
7.95
2086.40
3.00
2078.45
11/05/2009
8.63
2086.40
3.00
2077.77
05/13/2010
8.87
2086AO
3.00
2077.53
11/08/201.0
10.24
2086AO
3.00
2076.16.
05/17/2011
8.99
2086AO
3.00
2077A1
11/15/2611
10.58
2086.40
3.00
2075.82
05/17/2012
8.73
2086.40
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
2095.60
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
11/08/2017
8.23
2085.60
3.00
2077.37
05/02/2018
8.47
,2085.60
3.00
2077.13
Clement Pappas May 2018 Groundwater Monitoring Page 3 of 7
Hendersonville, North Carolina July 2018

Table 2
Current and Historical Groundwater Elevation Measurements
Well "
Identification
;
.Date Measured
Depth to
Groundwater
(feet BTOC)
Top=of-Casing
' : Elevation
(feet)
Top =of -Casing'
Height Above
Ground Surface
(feet)
.Groundwater
-Elevatioh
- (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
5.43
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
6.48
2061.90
3.00
2055.42
11/09/2006
5.71
2061.90
3.00
2056.19
05/18/2007
6.50
2061.90
3.00
2055.40
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
100
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
1.1/15/2011
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
7.42
2061.17
3.00
2053.75 .
05/02/2017
5.31
2061.17
3.00
2055.86
11/08/2017
4.80 -
2061.17
3.00
2056.37
05/02/2018
5.36
2061.17
3.00
2055.81
Clement Pappas May 2018 Groundwater Monitoring Page 4 of 7
Hendersonville, North Carolina July 2018

Table 2
Current and Historical Groundwater Elevation Measurements
Well.
" Identification.
Date Measured
Depth to
Groundwater
(feet BTOC)
Top -of -Casing
Elevation
(feet).
Top=of-Casing
Height Above
Ground Surface ,
(feet)
Groundwater
Elevation
(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
3.00
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
2051.43
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
11A3
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
2051.48
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
11/08/2017
10.34
2062.86
3.00
2052.52
05/02/2018
10.99
2062.86
3.00
2051.87
Clement Pappas May 2018 Groundwater Monitoring Page 5 of 7
Hendersonville, North Carolina July 2018

Table 2
Current and Historical Groundwater Elevation Measurements
Wel4
Identification,
Date Measured
Depth to
Groundwater
(feet BTOC)
Top -of -Casing
.. Elevation-
(feet) ,
Top -of -Casing
Height Above `.
Ground, Surface':
„ (feet)
• Groundwater
Elevation
(feet)
MW_8
05/15/2002
10.25
2061.40
3.00
2051.15
11/05/2002
10.35
2061.40
3.00
2051.05
05/13/2003
8.16
2061.40
3.00
2053.24
11/04/2003
10.23
2061.40
3.00
2051.17
05/05/2004
10.30
2061.40
3.00
2051.10
11/09/2004
8.90
2061.40
3.00
2052.50
05/17/2005
10.08
2061.40
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
2061.40
3.00
2051.02
05/17/2011
10.27
2061.40
3.00
2051.13
11/15/2011
10.87
2061.40
3.00
2050.53
05/17/2012
8.03
2061.40
3.00
2053.37
11/07/2012
10.45
2060.80
3.00
2050.35
05/16/2013
8.58
2060.80
3.00
2052.22
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
2060.80
3.00
2049.64
05/02/2017
8.48
2060.80
3.00
2052.32
11/08/2017
8.73
2060.80
3.00
2052.07
05/02/2018
9.39
2060.80
3.00
2051.41
Clement Pappas May 2018 Groundwater Monitoring Page 6 of 7
Hendersonville, North Carolina July 2018

Table 2
Current and Historical Groundwater Elevation Measurements
Well
Identification
Date Measured
Depth to
Groundwater
(feet BTOC)
Top -of -Casing
Elevation
(feet)
Top -of -Casing
Height Above
Ground Surface
(feet)
Groundwater
Elevation
(feet)
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
11/08/2017
3.60
2060.23
1.44
2056.63
05/02/2018
5.07
2060.23
1.44
2055.16
Notes:
BTOC: feet below top of well casing
Groundwater elevations: top of casing minus depth to groundwater
Top -of -casing elevations: MW-5 through MW-8 top -of -casing elevations are based upon a survey by Hill and Associates
Surveyors, dated January 10, 2002, through May 2012. MW-2R and MW-4 top -of -casing elevations are 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.
Clement Pappas May 2018 Groundwater Monitoring Page 7 of 7
Hendersonville, North Carolina July 2018

Table 3
Current and Historical Surface Water Analytical Results
m.
�
U.
E
M
c .
c�CL
=
in
m
Im
O'
v
N
C
_
o
o
a
M
O
o
A
To
8
To
F=
L
u
Li
Z
�°—
¢
H
(CFOs per
Sample Name
Sample Date
(mg/L)
(mg/L)
100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
6/9/2016 (Prism)
NA
NA
NA
0.74
NA
NA
NA
(Pace)
NA
NA
NA
0.85
NA
NA
NA
SW--16/9/2016
5/2/2017
2.7
4.7
580
0.64
64.0
<0.10
<0.050
(Upstream)
11/8/2017
2.5
5.1
530
0.66
44.0
<0.10
0.091
5/2/2018
1.5
4.8
53.0
0.74
54.0
<0.10.
0.044 J
6/9/2016 (Prism)
NA
NA
NA
0.78
NA
NA
NA
6/9/2016 (Pace)
NA
NA
NA
0.86.
NA
NA
NA
SW-2
5/2/2017
2.7
4.7
93S
0.63
41.0
<0.10
0.052
(Downstream)
11/8/2017
2.8
4.8
860
0.(1
54.0
<0.10
0.094
5/2/2018
1 A
4A
118
0.72.
51.0 1
0.052 J
0.045 J
Standards
NL
230 -
< 200
NL
NL I
NL
NL
Notes:
6/9/2016 (Prism/Pace): A sampling event was performed on June 9, 2016.One set of samples was analyzed by Prism Laboratories, and a second
set of samples was analyzed by Pace Analytical Services.
Standards are from North Carolina Administrative Code, Title 15A,.Subchapter 2B.
Bolded values indicate a concentration equal to or above the respective standard. -
< indicates that the constituent concentration.was not detected above the laboratory reporting limit.
"1" flag indicates that the concentration is above the adjusted method detection limit and below the adjusted reporting limit, and is therefore
considered an estimate.
CFU: coliform-forming unit
mg/L: milligrams per liter
mL: milliliters f .
NA: not analyzed
NLr No standard limit is set.
Clement Pappas Surface Water Monitoring May 2018 Page 1 of 1
Hendersonville, North Carolina July 2018

Pace Analytical,Services; LLC
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SAMPLE SUMMARY
.
Project: - CLEMENT PAPPAS
Pace, Project No.: 92383249
Lab ID Sample ID ` .
Matrix Date Collected
Date. Received
92383249001 . , SW-1.: _
Water 05/02/18 14:35 .
05/02/18 15:30 .
92383249002 SW-2
Water 06/02/1810:30.
05/02/1815:30.
92383249003 MW=4::
Water . '..' .05/02/18 14:11 .'
.05/02/18 15:30 .
92383249004 .. MW-5
Water 05/02/1812:04..
05/02/1815:30
.92383249005 MW-6_ .' .
Water . 05/02/18 12 49
05/02/1815:30 . .
92383249006 MW-7R
Water 05/02/1811:15.
05/02/1815:30..
92383249007.. M1N-8.
Water' 05/0271810:10.
05/02/1.815:30.
92383249008 .. MW4 -
Water 05/02/18 13:35, -
.05/02/18 15' 30 .'
REPORT OF LABORATORY ANALYSIS -
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NC 28804
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[phone] -
SAMPLE ANALYTE COUNT
Project:
CLEMENT PAPPAS
. .
Pace Project No.:
92383249
�
Analytes
. .
Lab -ID :.
Sample ID
Method
Analysts
Reported
_ .Laboratory
9238324900.1.
SW-1 . -. _ .
SM 2540C ....
CAM
1
PASI-A' ..... .
SM-9222D:
KDF1 :.
1
- PASI-A
EPA 350.1 1993 Rev 2.0 :
BRJ:.
1
,PASI=A
_ .
EPA353.2
CJH1
1..
PASI-A..
,.
-..
EPA 365.1
BRJ.
1
-
PASF A
- SM 4500-CI-E - '
AES2-.
1
PAASI-A
SM 531 OB :
MDW '
1
PASI-A
92383249002
SW-2
SM 2540C.
CAM
.1
PASI-A
.. SM 9222D _ .
KDF1' -
- ' . 1..
PASI-A ..
EPA'350:11993 Rev.2.0" -:' '
_ _ BRJ
1
PASI-A -
..
EPA353.2
CJH1,.
1..
PASI-A .. . .
EPA365..1 :
BRJ
1
PASI-A .
SM 4500 CIE
AES2
1
PASI A' .' .
SM 53106 '.
MDW
1
-
PASI- A .
02383249003:
MW-4'.' .-
SM-2540C .'
CAM
1
- -.PASI-A. "
SM 9222D . •
KDF1;-
1
PASI A'. -.
EPA 350.1 1993 Rev.2.0
BRJ
1
PASI-A .
EPA 353.2.
CJH1 :
1 '
:. PASf A
EPi4365.4
BRJ
1'.
-
PAS I A_.
` SM 4500-CI-E` .
AES7
1
PAS.I=A .
SM 531QB
MDW1. -
1
PASI-A
. ,
92383249004. -
MW-5
SM 254OC:
CAM
1
PASI-A
SM 9222D..
KDF1 :
1 '
PASI=A' .. ,
EPA 350.1 1993 Rev,2.0 • '.
BRJ
1..
PASI-A ..
.EPA353.2 ,'
CJH1
1
PAS.I'A.
EPA 365.1
BRJ :.
1..
PASI A
SM.45007CI-E
AES2
1
PASI-A
. -
S M 5310B.
MD1N : ..
1
PASI=A -
92383249005: °.
MW-6 ...
SM2540C . :.
-CAM
1..
PASI-A... .
SM 9222D .'
KDF1 ..
-" .: -1
PASI-A-
EPA350.1.1993 Rev 2.0 :
BRJ
1
PASI-A
EPA353.2:
CJH1
1
PASI-A "
EPA' 365.1 .
BRJ:
1
PASI=A' .
-
4500 CI-E
AES2
1
-
PASI A "
SM 5310B .'
KDF1
I.
PASf A
92383249006
MW-7R
SM 26400 :
CAM -
1
PASI-A
SM 9222D:
KDF9
1
PASI-A .
REPORT OF LABORATORY ANALYSIS .. .
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• Pace A n 'alytical Services; LLC .
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NC 28804
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, [phone]
SAMPLE ANALYTE"COUNT:
, .
Project; -.. :. CLEMENT PAPPAS
Pace Project No.: 92383249
Analytes
'Lab. • Sample ID
Method
Analysts •
Reported
_ '.Laboratory
EPA,350.1 1993 Rev 2.0..
'BRJ ..
.1..
PASI-A _
EPA 353.2:.-
CJH1
1
PASI-A
EPA 365,1 . _ .
BRJ.
1
- PASI=A' .
-
SM 4500 CI-E
AES2- -
1_
- - .
. PASI-A..'-
$M'5310B "•
KDF1
A,
- PASTA
923,83249067 .. MW-8. _
SM2540C
CAM-:
1..
:: PASI-A .
SM 9222D:
KDF1
1
PASI-A
EPA 350:1 1993.Rev 2.0 :
BRJ:PASI-A
EPA353.2 - :..
CJH1
1..
PASI-A . -
EP A365:1 .'
BRJ
1,
. .PASI:A. .
SM 4560-CI-E
AES2 _
-1
PASI-A
SM 531OB:
KDF1
1
PASI-A . .
92383249008_ .. MW-9 '
SM 2540C. ..
CAM
1
'.. PASI-A
SM 9222D
KDF1'- `.
1..
PASI-A.'
EPA'350.1 1993 Rev:2.0
BRJ '
1
PASI-A .
EPA353.2 ' .
CJH1:.
1..
PASI-A - .. .
EPA 365.1
BRJ
1
PASI-A .
_ .
SM 4500=CI=E
AES2 "
1
PASI-A .
SM 5310E
KDF1'
1
PASI-A ..
.. REPORT OF LABORATORY ANALYSIS
This repoitshall not be reproduced; except in full,
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Pace Analytical Services, LLC '
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tjcoI
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-
[phone]
.. ANALYTICAL
Project: CLEMENT PAPPAS
Pace Project No.: 92383249
Sample•:. SW-1
: '.Cab ID: 92383249001 Collectedi:.05/02618 74:35 Received:
05/02/18 15:30. _ Matrix: Water
Parameters, :
Results .' Units .. PQL MDL DF ... _Prepared
Analyzed
CAS No::. Qiial
" 2540CTotalDissolved.Solids :
AnalyticahMethod:SM25.40C -.
Total Dissolved Solids
54,0' mg/L; 25.0 25.0 1
05/08/18 18:06
'
MB10.92221). FecalColiform_AVL
AnafyticaLMethod:.SM 9222D..' "
Fecal Coliforms -
53.0" CFU7100 mL = 1.0 ' 1.0 1
05/02/1816:55
350.1 Ammonia-
Analytical Method: EPA350.1. 1993,Rev 2.0
Nitrogen; Ammonia
ND.mg/L 0.10 `.: 0:050 :1
65/11/18 02:52.
7664-41-7 .
353:2 Nitrogen, N021NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate _
0.74 mg/L 0.020 0.010 1
. 05/03/18 02:36
365:1 Phosphorus, Total'
Analytical Method:".EPA-365.1 . -
Phosphorus.,
0.044J mg/C 0 050.. 0;025 1
06/11/18 08:27.
7723-14=0
-4500.Chloride.
Analytical Method: SM 4500-CI-E . .
Chloride..
4.8, . mg/L 1.0: 0.50 ..1 .
05/09/18.17:16.
16881-00-6 .
5310B TOC . . "
AnalyticaWei thod:"SM 5310B .-
' Total OrgaN6.Carbon .'- ::
...1.5 mg/L . - , , 1.0 .' . " 0.50 1 . `
05/09M 8 20:29
7440-44-0
"
- REPORT'OF LABORATORY ANALYSIS....
.• '. This'reportshall not be reproduced; except in full,
Date: 06/21/2018 0229 PM :
without the written consent of. Pace Analytical Services, 1-C.
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aceAnal�/.�cal
2225.Riverside Dr.
y �
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ANALYTICAL RESULTS
Project: CLEMENT PAPPAS
Pace Project No:: 92383249
Sample: SW-2
Lab ID:.92383249002 Collected:. 05/02/18 10:30 Received:
05/02/18 95:30, Matrix: Water
Parameters
Results Units PQL' MDL DF .. Prepared
Analyzed
CAS No.. Qual
2540C Total Dissolved Solids
Analytical Method: _SM 2540C
Total Dissolved Solids
51.0 mg/L. 25.0 25.0. 1 .
05/08/181&06
MBIO 9222D Fecal Coliform AVL
Analytical.Method: SM 9222D
Fecal Coliforms
118 CFUM00 mL 1.0' 1.0 1 '
05/02/18 16:28
350.1 Ammonia
Analytical Method: EPA 350.1 1993• Rev 2.0
Nitrogen, Ammonia -
0.052J mg/L 0.10 0.050 .1
05/11/18 02:53
7664-41-7 - -
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA353.2 .
Nitrogen, -Nitrate
0.72 mg/L. _ ' 0.020 . - - 0.010 1 .
05/03/18'02:30
365:1 Phosphorus, Total .
Analytical Method: EPA 365.1
Phosphorus .
0:045J _ mg/L . 0.050 0:025 .. 1.
.05/11/18 08:28
_ 7723-14-0.
4500 Chloride..
Analytical Method; SM 4500-CI-E
Chloride_
4.4. mg/L 1.0: 0.50 .1
05/09/1817:17.
16887-00-6
5310B TOC
Analytical -Method: SM 5310B
Total Organic Carbon
1.4 mg/L 1.0 0.50 1
05/09/18 20:39
7440-44-0
REPORT OF LABORATORY ANALYSIS .. .
This report shall not be reproduced, except in full,
Date: 06/21/2018 02:29 PM
without the written consent of Pace Analytical Services,•LLC.
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Pace Analytical Services, LLC _
n®
�Ce) JI,�t7C�1
2225 Riverside Dr. .
u!Qg ..
Asheville,.NC 28804
: ' wwwpacelabscom. ..
(828)25477176 .'
ANALYTICAL RESULTS
Project: ., CLEMENT PAPPAS .
Pace Project No.: 02383249
Sarhple.: _MW-4 : :
Lab�ID:.92383249003 Collected:: 05/02/1814:11 Received:
05/d2/1.815:30. Matrix: Water -
Parameters
Results .:. Units - - = PQLMDL: DF . .. Prepared
Analyzed-
CAS No... : Qual
2540CTotalbissolved Solids ::
'Analytical -Method: SM 2540C _.
.'Total Dissolved Solids
16.7 mg/L- 25.0 ' ' 25.0 - 1
05/08/1'8 180.6
MBIO 9222D Fecal.Coliform AVL
Analytical. Method: SM 9222D- .
Fecal Coliforms -
ND- CFU/100 mL 1.0 1.0 : 1
05/02/18.16t55
350.1 Ammonia
Analytical Method: EPA 350.1.1993,Rev 2.0
Nitrogen;; Ammonia - . -
ND.' mg/L. 0.10 '. , 0A50 .1 :..-
05/11/18 02:55.,
7664-41-7
353:2 Nitrogen ,'N021NO3 unpres
Analytical Method`. EPA353.2
Nitrogen, Nitrate ..
2.1 mg/L.' -0.020 -. -.. 0.010 ­ 1
05/03/18 02:35
365:4 Phosphorus; Total :
Analytical 'Method: EPA 365.1
Phosphorus . : -
0..11 . mWL 0.050. - 0:025 • . 1 . ` :
05/11/18 08:30 .
7723-14=0 _
4500 Chloride- .
Analytical Methods SM 4500-CI-E . .
Chloride;
10.0 , . -mg/L 1:0: 0.60 ; .' .1
05/09/18.17:18:.
16881-00-6 ..
53106 TOC
a Analytical.Meth6d: SM 5310B .-
Total Organic.Carbon'
. 3.0 '. mg/L. - ;.:: 1.0, 0.50 ",1 . ', : - -. - -
05/09/18.20:50
7440-44-0 ..:. '
..
PORT OF LABORATORY ANALYSIS, ...
-REPORT
This, reportshall not be reproduced, except in full,
Date: 06/21/2018 02:29 PM :
without the written consent of Pace Analytical Services, LLC. -
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- `Pace ArialyticaLSer4)ces; LLC
l®
RC`g aIMiV/+ �I
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_.
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[phone]
ANALYTICALRESULTS
Project. .. '. .. -CLEMENT PAPPAS : "
Pace Project No.: " 92383249
Sample: .MW-5 ::
Lab ID: 92383249004 Collected: 05/02/18 12:64 Received:
05/62/181"5:30. Matrix: Water •. ..
Parameters :
Results Units • . : PQL MDL DF Prepared
Analyzed ".
CAS No:.. : Qual
2540C Total Dissolved"Solids -
Analytical Method:•SM 2540C" ::
:Total Dissolved Solids " "
90.0" - mg/L' 25.0 25.0. 1 .
05/08/18 18:06"
. ".
MBIO 9222D- Fecal.Coliform AVL
-Analytical. Method: "SM 9222D .
Fecal Coliforms
2.0 CFU/100"mL 1.0 1.0 1
05/02/18.16:28
u1
350.1 Ammonia
Analytical Method: EPA 350.1. 1993.Rev 2.0'
Nitrogen, Ammonia-
ND.' mg/L : • '. '0.10 . , 0.050 .1
.. 05/11/18 02:56..
7664-41-7
353:2 Nitrogen, N021NO3.unpres
Analytical Method` EPA353.2 . .
Nitrogen, Nitrate ...
0:022 " . " mg/L. " 0.020 . -.: 0:010 1
05/03/18 02:32
"
365A Phosphorus; Total _ "' :: ""
Analytical Method:'EPA 365.1 "
Phosphorus .
0:097 - mg/L " . -0.050 0:025 • 1,
. 05/11/18 08:31•.
7723-14-0
-4500 Chloride. -
Analytical Method: "SM 4500-CI-E . ".
.Chloride.."
16.1 ". mg/L 1.01. "" 0.50 __1
05/69/18 17:20.
,' 16887-00-6 ".
-5310B TOC - ..
Analytical.Met.hod:.SM 531013,
Total Organic.Carbon" -_ .
5.7 mg/L . . _' 1.0"- ." . 0.50 1 ". `, . "• . " " ::
05/09/18 21:00
7440-44-0
REPORT OF LABORATORY ANALYSIS'
This report shall not be reproduced, except in full,
Date: 06/21/2018 02:20 PM" .
withoutthe written consentof.Pace Analytical Serwces,:LLC.
Page 9 of27 -

Pace Arialytical.Services; LLC " -
�++QQ //��►►77 // ���++g ®
� •.
2225 Riverside Dr
f ti.G/'l1l�l�4Q� ..
Asheville, NC 28804 . .
wwwpacela6s.com-
(828)25477176 . .
ANALYTICAL- RESULTS :.
Project:. .. CLEMENT PAPPAS
Pace. Project No.: 92383249
Sample.:.MW-6
.Lab ID: , 92383249005 .Collected:: 05/02/18 12:49 Received: ';05/02/18
15:30 Mat[ix: Water
....... Parameters
Results ;. Units" :. - PQL mcu DF .. Prepared
.Analyzed CAS No:.. : Qual
2540C"Total :Dissolved Solids -
Analytical Method: SM 2540C
Total Dissolved Solids "-
81,0- : mg/L' 25.0 ": 25.0 1
05/08/18 18:0.6
.MBIO 9222D. Fecal.Coliform AVL '
Analytical.Method:.SM 9222D.
'
Fecal Coliforms
1.0 CFU7100 mL : 1.0 .1.0 .. 1
05/02/18.16:55 u1 :=
350.1 Ammonia
Analytical Method: EPA 350.1.1993. Rev 2.d'
Nitrogen., Ammonia
ND. rig/L. 0.10 .. 0'.050 1
05/11/18 02:58.' 7664-41-7
353:2 Nitrogen, N021NO3 uripres
"
Analytical -Method` EPA 353.2 . .
Nitrogen Nitrate
0:085 mg/L. 0.020 0:010 1
05/0.3/18 02.33
365.1 Phosphorus; Total„
Analytical .Methodi'EPA365.1
Phosphorus ' .
0.097 . mg/L' 0 050 0:025 1,
05/11Y16 08:32. 7723-14=0
'4500 Chloride
Analytical Method: SM 4500-CI E ' . .
'. Chloride `.
9.4 n4L 1.0:.. ": 0.50 .".1
05/09/18 17:21',• 16887-00-6 ..
.53108 TOC
Analytical -Method: SM 5310B
Total Organic Carbon .'.':
2.3 - mg/L. : ' 1 0 .'. ' 0..5.0 1 . '
05/10/18 22:49 7440=44-0
_.
REPORT :OF LABORATORY ANALYSIS .
This repoit:shall not be reproduced; except in full, '
Date: 06/21/201.8 02.29 PM ..
without the written consent'of Pace Analytical Services,:LLC. "
,Page.10 of 27 .

Pace Analytical Services, LLC
®
ace Ana Xjcol
2225 Riverside Dr. .
Asheville, NC 28804
www.pacelabs.caro
[phone]
ANALYTICAL RESULTS
Project: CLEMENT PAPPAS
Pace Project No:: 92383249
Sample:MW-7R :
Lab ID: _92383249006 Collected: 05/02/18 11:15 Received:
05/62/18 15:30 Matrix: Water
Parameters
Results Units .. PQL MDL DF . Prepared
Analyzed
CAS No: : Qual
-2540C Total Dissolved .Solids
Analytical Method: SM 2540C
Total Dissolved Solids
207 mg/L. 25.0 25.0. 1
05/0.8/181806
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D .
Fecal Coliforms
NO CFU7100 mL 2.0 2.0 2 ` .
05/02/18 16:28
.350.1 Ammonia _
Analytical Method: EPA 350.1 1993. Rev 2.0
-
Nitrogen, Ammonia
ND. mg/L 0.10 0.050 1
05/11/18 02:59
7664-41-7
353:2 Nitrogen, NOWN03.unpres
Analytical Method: EPA 353.2. .
-Nitrogen, Nitrate,
15.5 ' . mg/L. - 0.020 ', " 0.0110 1
05/03/18 02:31
365:1 Phosphorus, Total .
Analytical Method: EPA 365.1
Phosphorus .
0.32 mg/L 0.050: 0.025 1
05/11/18 08:32.
7723-14-0 .
4500 Chloride
Analytical Method' SM 4500-CI-E' ..
Chloride:
22.6..: -mg/L 2.0` 1.0 .2
05/09/18 18:01,,
16887-00-6
5310B TOC
Analytical. Method: SM 5310B .
Total Organic Carbon
3.2 mg/L. 1.0 0.50 1
05/10/18.23:00
7440=44-0
'REPORT OF LABORATORY ANALYSIS
This repot shall not be reproduced' except in full,
Date: 06/21/2018 02:29 PM ,
without the written consent of. Pace Analytical Services, LLC.
Page 11 of 27

Pace Analytical Services; LLC -
Q ,. /+gr®
�V�i/'lllt�I ifco
2225 Riverside Dr
-Asheville, NC 28804 '
wmpacelabs.com ..: ..
(828)254-,71176
ANALYTICAL'RESULTS
"
Project: CLEMENT PAPPAS
:-
Pace Project No.: 92383249
SamW ple: ". M-9
Lab ID: ,92383249008 Colle: 0 cted:5/02/18 13:35 Received:
05/02/18 15:30. - Matrix: Water
Parameters
Results Units ' PQL MDL DF Prepared
'._ : -Analyzed
CAS No... : Qual '
-2540C Total Dissolved Solids
Analytical Method:SM 25.40C
`Total Dissolved Solids „ ' _
69.0mg/L' 25.0 25.0 1 .
05/08/18 18:06
MBIO 9222Q Fecal,Coliform AVL
Analytical Method::SM 9222D '.
Fecal Coliforms
ND CFU/100'mL ' : 2.0 2.0 :.' -2 .. '..
05/02/18.1655
350.1 Ammonia • _' :
-Analytical Method: EPA 350.1. 1993. Rev 2.0
Nitrogen.; Ammonia .
ND.' .. mg/L _ . 0.10 '.: 0:050 _. :1
05/11/18 03:05.`
Z664'-41-7'
353:2 Nitrogen,NO2/NO3-unpres '.
Analytical Method: EPA853.2 .
Nitrogen,. Nitrate
0.58 rngtC 0.020 - 0.010 1 •
05/03/18 02:34
'365..1 Phosphorus; Total .
Analytical Method; EPA-365.1 ' -
Phosphorus .
0.37. mg/L 0.050 0.025 1
.05/11/18 08:35
:7723-14-0
4500 Chloride.. '
Analytical -Method: SM 4500 CI-E' ..
Chloride.:
4.9.' m , .
gJL: 1.0; . 0.50 .1
05/09/18 17:28..
1688.7-00 6 .. • .
- : 5310E TOC :
AnalyficaLMetfiod: SM 5310B .•
Total Organic Carboni . _'
4.6 mg/L.1.0', . 0.50 1
05/10/18 23:21'
7440=44=0
:
REPORT OF LABORATORY ANALYSIS'...
Thissreportshall not be reproduced, except in full, '
Date: 06/21/2018 02:29 PM . -
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Page.13 of 27:

Pace Analytical,Services; LLC
®
aceMaIXieal
2225_Riverside Dr.
Asheville, NC 28804
www.pacelabs.com
[phone]
ANALYTICAL RESULTS
Project: CLEMENT,PAPPAS
Pace, Project No.: 02383249
Sample: MW-8
Lab ID: 92383249007 Collected:; 05/02/18 10:10 Received:
05/02/18 15:30 Matrix: Water
Parameters
Results Units PQL MDL DF :.. Prepared
Analyzed
CAS No... . Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C
" Total Dissolved Solids "
548 mg/.L 50.0 50.0 1
05/08/18 1806
M1310 9222D Fecal Coliform AVL
Analytical, Method:.SM 9222D . .
Fecal Coliforms
NO CFU/100"mL 2.0'. 2.0 : 2
05/02/18 16:28
350.1 Ammonia "
Analytical Method: EPA 350.1 1993 Rev 2.0
Nitrogen, Ammonia
ND. mg/L 0.10 " 0.050 1-
0.5111118 03:01.
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method`. EPA 353.2
Nitrogen, Nitrate- _
14.4 mg/L- 0.020 ' 0:010 1
05/03L18 02:21
M6
365.1 Phosphorus, Total ,
Analytical Method: EPA 365.1 -
Phosphorus .
0.19 mg/L . 0.050 0:025 -1.
05/1.108 08:33
7723-14-'0
4500 Chloride..
Analytical -Method: SM 4500-CI-E ..
Chloride; "".
12.9 - mg/L 1.0 0.60 :. 1
05/09/18 17:23
16887-00-6 -
5310B TOC - _ . :.
Analytical. Method: SM 531013.
". Total Organic.Carbon -, .
..10.8 - mg/L 1.0. 0.50 .1
05/10/18123:10
7440-44-0
REPORT'OF LABORATORY ANALYSIS ..
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Date:. OW 1 /2018 02:29 PM .
without the written consent of Pace Analytical Services, LLC.
Page 12 of 27

Pace ArialyticaLServlces; LLC
aceAn/i /� ®
alytical :
2225.Riverside Dr.
Asheville, NC 28804
www.pacelabacorn
[phone] ;.
QUALITY CONTROL DATA
Project: CLEMENT PAPPAS
Pace Project No.: 92383249
QC- Batch:.: 409813
Analysis Method: SM 254OC "
QC Batch Method` . SM:2540C .
Analysis Description; 2540C Total. Dissolved Solids.. .
Associated Lab, Samples' " - 92383249001, 92383249002, 92383249003, 92383249004, 92383249005, 92383249006, .92383249007,
92383249008 ..
METHOD BLANK: 2273461 " " "
Matrix: Water -"
Associated Lab Samples: 92383249001, 92383249002, 92383249003,'92383249004, 92383249005; 92383249006,_92383249007, .
92383249008
•
Blank.'. Reporting
Parameter -
Units Result Limit MDL Analyzed Qualifiers .
Total"Dissolved Solids
mg/L .: _ ND. 25.0 - . 25.0 05/08/18 18:06
LABORATORY CONTROL SAMPLE:. ' 2273462."
Spike . LCS LCS % Rec
Parameter
Units .. ' :: Conc. " " Result %.Rec Limits . Qualifiers. '
Total Dissolved.Solids-
mg%L 250.. " 248 99 : 90-11.0.
SAMPLE DUPLICATE:., 2273463
.92383233004"_ Dup:: Max
Parameter
Uriits Result Result RPD".. " RPD Qualifiers • "
-
Total Dissolved Solids..
m /L. 162 " 162.:: 0 - ..:: 5
9
SAMPLE DUPLICATE: 2273464.
."
92383206001" Dup Maz .
Parameter:
Units Result Result:- RPD- RPD . Qualifiers' .
Total.Dissolved Solids
mg/L: 957 1070 11. " 5 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 ". .
This repoitshall not be reproduced; except in full,
Date: 06/21/2018 02:29 PM : _ .
without the written consent of Pace Analytical Services, LLC. Page.14 of 27

•
Pace Analytical
Services, LLC "
®
aceAnaly CO.
2225.Riverside Dr.
Asheville, •NC 26804
www.pacelabi.com
[phone]
QUALITY CONTROL DATA
Project: CLEMENT PAPPAS
Pace Project No.: 92383249
QC, Batch:' 410231 ' Analysis Method: EPA 350.1 1993 Rev 2.0
QC Batch Method:. EPA 350.1 199.3.Rev 2.0 Analysis Description;' : 350.1.Am.monia
Associated Lab. Samples: . '92383249001; 92383249002, 92383249003;"92383249004, 92363249005, 92383249006, 92383249007,
. .'.. .
92383249008
METHOD BLANK.: = 22.75910 Matrix,. Water
Associated Lab -Samples: - 92383249001, 92383249002, 92383249003,.92383249004, 92383249005; 92383249006, 92383249007,
.
92383249008
Blank,Reporting .
Parameter' Units Result Limit MDL Analyzed Qualifiers .
Nitrogen; Ammonia.' mg/L ND 0.10 - 0.05.0 " 05/11/18 02:11
LABORATORY CONTROL SAMPLE:. 2275911 ..
.. LCS LCS..
:. % Rec .
Spike
Parameter Units .. : Conc:. Result %o.Rec Limits Qualifiers:.
.
Nitrogen, Ammonia '. mg/L 5 ". 5.2 103 . 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2275912 - 2275913'
MS- MSD
.92383197001 . Spike: : Spike MS MSD MS MSD .. %Rec
Max'
Parameter; Units Result ..' :Cone. Conc.. Result... Result: %Rec.. %Rec ; .Limits.
RPD:RPD. -Qual
Nitrogen, Ammonia . mg/L ND . 5 5 5.3 5.3 105 105 : 90 140
' 0 7. .
MATRIX SPIKE &MATRIX SPIKE DUPLICATE:. , 2275914 2275915
MS
92383237003 :Spike. Spike .MS MSD .. MS .... MSD. %Rec,
Max .
Parameter- Units Result Conc.. - Conc. .. Result Result - % Rec :.. % Rec Limits.'-:RPD.
RPD..Qual.:
Nitrogen, -Ammonia " _ : mg/L' ND :5 : .5 5.2.. .5.2 105 - - 105 . 90-110
0 7'
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,
D6te:•06/21/2018 02:29 PM , without the written consent of Pace Analytical Services,:LLC.
Page.16of 27

Pace Analytical Services; LLc -
Q r1 ®
/Wico!I
2225 Riverside Dr.
Asheville, NC 28804
(�5a'aGAf
www.pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: CLEMENT PAPPAS
Pace Project No.: 92383249
QC Batch:" 409030 - Analysis Method: EPA353.2
QC Batch Method: - EPA 353.2 . Analysis Description:.: 353.2 Nitrate + Nitrite; Unpres.. -
Associated Lab. Samples: 92383249001; 92383249002; 92383249003, 92383249004, 92383249005, 92383249006,.92383249007,
92383249008
METHOD BLANK:. 2269301 Matrix: Water
Associated Lab Samples: 92383249001, 92383249002, 92383249003, 92383249004, 92383249005; 92383249006, 92383249007,.
92383249008
Blank.. Reporting :.
Parameter Units Result Limit MDL Analyzed " Qualifiers
Nitrogen, Nitrate mg/L ND 0.020 0.010 . 05/03/18 01:59
LABORATORY CONTROL SAMPLE:. 2269302 .
Spike LCS LCS % Rec "
Parameter Units _ Conc. Result %.Rec Limits - Qualifiers
Nitrogen, Nitrate mg/L 2.5 2.5 101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2269303 .. 2269304
MS MSD
92383042001. Spike Spike MS MSD MS: MSD %Rec
Max
Parameter, Units - Result. _ :Conc. Conc.. Reesuit Result: . % Rec %.Rec •. ".Limits.
RPD :RPD. Qual
Nitrogen, Nitrate.. mg/L, 2.8 2.8.
1 . .10'
MATRIX SPIKE &MATRIX SPIKE DUPLICATE:.. 2269305 2269306 _
MS MSD .
92383249007 Spike. Spike' -MS MSD MS MSD. %Rec.
Max_
Parameter Units - 'Result Conc. Conc: Result. " -Result % Rec " " %Rec Limits+ .:RPD.
RPD..Qual..
Nitrogen; Nitrate _ mg/L 14.4 2.5 : 2.5 16.6 17.2 90 112 90-110
3 10 M6
' - Results presented on this Rage 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: 06/21/2018 02:29 PM without the written consent of Pace Analytical Services,:LLC.
-Page-17 of 27

Pace Analytical Services, LLC
/+ n l /+g ®..
�V.e/' nJlXicgf
2225 Riverside Dr. . .
.
Asheville, NC 28804
www.pacela6s.coro
[phone] "
QUALITY CONTROL DATA
" Project: CLEMENT PAPPAS
Pace. Project No.: 92383249
QC Batch:: 410208 ' Analysis Method: ' , EPA 365.1
QC'Batch Method`' EPA365.1' Analysis Description:" 365. 1. Phosphorus, Total
Associated Lab. Samples: . `92383249001, 92383249002, 92383249003, 92383249004, 92383249005, 92383249006,.92383249007;
.
.92383249008
METHOD BLANK: 2275707 Matrix: Water "
Associated Lab -Samples: 92383249001, 92383249002; 92383249003,.92383249004, 92383249005; 92383249006, 92383249007,
."
92383249008
Blank.. Reporting
Parameter Units Result . "..Limit MDL Analyzed Qualifies
Phosphorus mg/L . ND ." 0:050 . .0.025 05/11/18 08:17
LABORATORY CONTROL SAMPLE:. 2275708.
Spike LCS . .. ` LCS . % Rec . .
Parameter Units . _ Conc:. Result %-Rec Limits Qualifiers. .
Phosphorus : mg/L 2.5.. • 2.3 .... 92 ". .90-110. ".
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2275709. 2275710
MS MSD .
92383206001 Spike Spike MS MSD MS , MSD %Rec
- Max
Parameter;: Units '. Result', :Conc. Cone._ Result ..Result. % Rec.. " %.Rec .: Limits.
•RPD RPD. Qual
Phosphorus " mg/L 42.3. -2.5 2.5'.. 43.9 42.8 64 . • .. 21 .90-110
2 - 10 M6
MATRIX SPIKE &MATRIX SPIKE DUPLICATE: . 2275711 2275712 .
MS MSD.,
92383249002":;Spike Spike"::. MS MSD - MS MSD: %Rec.
. Max_
Parameter Units Result Conc... Conc. .. Result. Result . ; %. Rec % Rec Limits.".:RPD
RPD. -Qual "
Phosphorus ." .. mg/L 0.045J 2.5 ; .2.5 :2.6 - 2.6 103 104 , 90-110
" 1 10 -
- - 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: 06/21/2016 02:29 0M without the written consent of Pace Analytical Services, LLC.
Page 18 of 27

Pace Analytical Services, LLC
® 222
ang ►�1 5 Riverside Dr.
Analy Ca!/ Asheville, NC 28804
www.pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: CLEMENT PAPPAS
Pace, Project No.: 92383249
QC Batch:" 409912 ' Analysis Method:SM 4500-CI-E
QC Batch Method: " SM 4500-CI-E - .. Analysis Description: 4500 Chloride
Associated Lab Samples: 92383249001, 92383249002, 92383249003, 92383249004, 92383249005, 92383249006, 92383249007,
92383249008
•
METHOD BLANK: 2273979 Matrix: Water
Associated Lab Samples: 92383249001, 92383249002; 92383249003, 92383249004, 923832490.05, 92383249006, 92383249007,
92383244008
Blank.. Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
.
Chloride .. mg/L ND 1.0 0.50 05/09/1817:04
LABORATORY CONTROL SAMPLE:. 2273980.
Spike LCS LCS" % Rec
Parameter Units . Conc. Result %.Rec Limits - Qualifiers
Chloride " mg/L 20 " 20.2 101 90-110. "
MATRIX SPIKE& MATRIX SPIKE DUPLICATE: 2273981 2273982
MS MSD
92383460002 Spike Spike MS MSD MS " MSD % Rec
Max
Parameter. Units _ Result" -Conc. Conc.. Result. : Result: % Rec % Rec . Limits RPD
.RPD. Qual
Chloride mg/L 87.9 , 10 10 98.3 96.1. 104 82 90-110 2
10 M1
MATRIX SPIKE 8 MATRIX SPIKE DUPLICATE: 2273983 2273984
MS MSD. .
92383249008 Spike. . Spike MS MSD MS .. MSD % Rec,.
Max
Parameter Units " ", " Result Conc. Conc: Result Result % Rec % Rec " Limits . RPD
RPD ,Qual .
Chloride mg/L 4.9 10 10 14.4 14.5 95 96 90 110 0
10 =
- "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: 06/21/2018 02:29 PM without the written consent of. Pace Analytical Services, LLC.
Page-19 of 27

. Pace Analytical Services, LLC ,
t�CCAI IniIICoI _ ..
2225 Riverside Dr.
Asheville, NC 28804 '
wwwpacefabs.com.
[phone]
QUALITY CONTROL DATA
Project: CLEMENT PAPPAS
Pace Project No:: 92383249
QC, Batch: 409758
Analysis Method:'. SM 5310B
QC Batch Method:. SM.5310B .
Analysis Description: . 5310B TOC,
Associated Lab -Samples: 92383249001; 92383249002, 92383249003, 92383249004 '. .
METHOD BLANK:.' 2273163
Matrix: 'Water.
Associated Lab Samples`92383249001; 92383249002, 92383249003, 92383.249004. - . .
" B . lank Reporting
Parameter ' - -
Units Result. Limit MDL Analyzed .
: Qualifiers
Total'OrganicCarbon
mg/C '. ND' 1.0: .. : 0:50 05/09/1815:16-
LABORATORY CONTROL SAMPLE: . 2273164
Spike :.. LCS LCS .... %.Rec .. - :.
Parameter
Units : Conc., .. Result ,: - . ,'kOC . Limits: Qualifiers'
• Total Organic Carbon
mg/L . ... -25 24.6: 98 .. 90-110.. ..
.
MATRIX SPIKE.& MATRIX SPIKE DUPLICATE:.' .2273165 .. 2273166: -
MS." MSD
-
92383610002 Spike . 'Spike MS. "- .MSD-. MS :: MSD'
% Rec ;:
Max. .
Parameter Units.
Result " Conc:. ; Conc. Result - _Result '% Rec . % Rec.
Limits _
.RPD. RPD.', Qual. .
Total Organic Carbon'. . _ mg/L
. ND. : .25 .. 25: 24.6 . ". . 24.7 .97 97
. 90-1.10
. , 0 : - 10.
MATRIX SPIKE & MATRIX SPIKE DUPLICATE` 2273167 2273168 • .
MS MSD
:.
92383373001 Spike, Spike MS :. MSD MS::. _ MSD,
0/ Rec
_ Max_
Parameter , . Units
:', Result :. Conc. Conc..- " Result ; . Result % Rec % Rec •
. Limits
RPD RPD Qua[
-Total Organic Carbone'. _ . mg/L_
1.2 -.` 25: •25.. 25.5 31.6 - 97.: 122
.90-110.:
21, 10.M1,R1.:
Results'peesented bn this.page'are in the units 'indicated by the " Units" column except where an alternate unit Is preserited to the right of the result:
REPORT OF LABORATORY ANALYSIS. .
This reportshall not be reproduced; except in full,
:Pate: 06/21/201.8 02:29 PM . _ - .
without the written consent of Pace Analytical Services,:LLC.
v Page.20 of 27

Pace Analytical,Services, LLC
Q /®
j/jC0
2225 Riverside Dr.
CZr,Pi/`ii%
Asheville, NC 28804
www.pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: CLEMENT PAPPAS
Pace Project No.: .92383249
QC Batch: 409932 Analysis Method: SM 5310B
QC Batch Method:. SM'53106 - Analysis Description: .. 5310B TOC,
Associated Lab. Samples: 92383249005, 92383249006, 92383249007, 92383249008
METHOD BLANK: 2274084 ' Matrix..1Nater
Associated Lab Samples: 92383249005; 92383249006, 92383249007, 92383249008
Blank Reporting
Parameter Units Result Limit MDL Analyzed.
Qualifiers '
Total Organic Carbon mg/L ND 1.0 0.50 05/10/1.8 17:56.
LABORATORY CONTROL SAMPLE: 2274085
Spike LCS LCS
Sp % Rec
Parameter Units Conc. Result %:Rec Limits Qualifiers
Total Organic Carbon mg/L 25 24.5 98 90-110
MATRIX SPIKE.& MATRIX SPIKE DUPLICATE: " .2274086-2274087
MS MSD
92383722001 Spike Spike MS MSD MS MSD
%Rec
Max. .
- Parameter Units. Result Conc. Conc. 'Result Result % Rec %'Rec.
Limits
.RPD RPD.. Qual .
Total Organic Carbon. mg/L ND. 25 .. .25. 24.0 24.0 .- 95 95
--90- 10
0: 10.
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2274088 2274089 .. .
MS MSD.
92383723014 Spike. Spike MS MSD MS . • MSD
% Rec
Max -
Parameter., . Units ,. Result' Conc. Conc Result -. Result %Rec %Rec
.Limits
RPD RPD Qual
Total Organic Carbon mg/L ND 25 25 24.0 24.0 96 96
.90-110
: 0 10 . .
. Results presented on this page ate In the units indicated by the "Units" column exceptwhere'an alternate unit Is presented to the right of the result:
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dater 06/21/2018 02:29 PM without the written consent of Pace Analytical Services, LLC.
Page 21 of 27

Pace Analytical Services, LLC .
® 2225 Riverside Dr.
aCeArla�y�ICal Asheville, NC 28804
www.pacelab*com ..
828)254.71 6 -
QUALIFIERS.
Project: -CLEMENT PAPPAS
Pace Project No:: 92383249
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..
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limitand below the.adjusted reporting limit.
MDL-Adjusted.Method Detection. Limit.
PQL - Practical .Quantitation Limit:
RL - Reporting Limit.- The lowest concentration value that meets project requirements for quantitative data with, known precision and.
bias for a specific analyte in a. specific matrix:
$ Surrogate
1',2=Dipheny1hydrazine decomposes -to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is.
a combiried.concentration. -
Consistent with EPA guidelines, unrourided 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 -. Cleari-Up
U. Indicates the compound was analyzed for, but not detected:
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether. .
A separate vialpreserved to.a pH of 4-5 is recommended in SW846 Chapter 41orthe analysis ofAcroleln and:Acrylonitrile by EPA;
Method 8260..
N,Nitrosodiphenylamihe decomposes and cannot be separated from Dipheriylamine using Method.8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace. PM forthe 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.
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.*
R1 RPD value was outside control limits.'.
u1 Results based upon colony counts outside acceptable range.
REPORT OF LAB
ORATORY ANALYSIS".
This report shall not be reproduced, except in full,
Date: 06/21/2018 02:29 FM without the written consent of Pace Analytical Services, LLC. Page22 of 27 .

aceAnalj&al
www.pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: CLEMENT PAPPAS
Pace Project No.: 92383249
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analytical
Lab ID
Sample ID -
QC Batch Method
QC Batch. _ Analytical Method Batch
92383249001
SW-1
SM 2540C
409813
92383249002 "
SW-2
SM 2540C:..
409813
92383249003
MW-4
SM 2540C
409813
92383249004
MW-5
SM 2540C
409813
92383249005
MW-6
SM 2540C
409813-
92383249006
MW-7R
SM 2540C=
409813
92383249007•
MW-8
SM 2540C
409813
. 92383249008
MW-9 -
SM 2540C
409813
92383249001
SW-1
SM 92221D
409123
92383249002.
SW-2
SM 9222D
409123
92383249003 .
MW-4
SM 9222D..
409123
92383249004 "
MW-5
SM 9222D'
409123
92383249005
VW-6
SM 9222D
409123
92383249006
MW-711
SM 9222D
409123
92383249007
MW-8
'SM.9222D
409123
92383249008 "
MW.-9
SM 9222D:
409123
92383249001
SW4
EPA 350.1 1993
Rev 2.0
410231
92383249002
SW-2
EPA 350.1 1993
Rev 2.0
410231
92383249003
MW-4 .
EPA 350.1 1993
Rev 2.0
410231
- 92383249004
MW-5
EPA 350.1 1993
Rev 2.0
410231-
92383249005 .
MW-6
EPA 350.1 :1993
Rev 2.0
410231.
92383249006 _
MW-7R
EPA 350.1 1993
Rev 2.0
410231
92383249007
MWm8
EPA 350.1 1993
Rev 2.0 " .
410231
923832490018
MW-9
EPA 350.11993,Rev2.0
410231
92383249001
SW-1 -
EPA 353.2 ,
409030
92383249002
SW-2
EPA 353.2 ..
409030'
92383249603
MW-4
EPA 353.2
409030
92383249004 .
MW-5
EPA 353.2 .' .:
409030
92383249005
MW-6,
EPA 353.2
-
409030
92383249006.
MW-7R
EPA 353.2.
409030
92383249007
MW-8
EPA 353.2
409030"
- 92383249008
MW-9
EPA 353:2
409030-
:-92383249001
SW-1
EPA 365.1
410208
92383249002
SW-2
EPA 365.1 .
410208
92383249003.
MW-4
EPA 365.1
410208
92383249004
MW-5.
EPA 365.1
410208.
92383249005
MW-6
EPA 365.1
410208
92383249006
-.MW-711 .
EPA 365.1
..410208
62383249007.
MW-8
EPA 365.1
410208
92383249008
MW-9
EPA 365:1
410208 "
92383249001
$W-1
SM 4500-CI-E
409912
92383249002
SW-2
SM 4500-CI-E
409912.
92383249003
MW-4
SM.4500-CI-E
409912
92383249004.
MW-5
SM 4500-CI-E
409912
92383249005
MW-6
SM 4500-CI-E
409912
92383249006
MW-7R
SM 4500-CI-E
409912
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 06/21/2018 02:29 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 27

Pace Analytical Services, LLC
2225 Riverside
Asheville, NC 2880404
wvmpacelabs.crom. . .
17 (828)254-7 6 •"
QUALITY CONTROL DATA:CROSS REFERENCE TABLE. .
Project: CLEMENT PAPPAS
Pace Project No.: 92383249
Analytical '
Lab ID Sample 10
QC Batch Method QC Batch Analytical Method
Batch
92383249007 MW-8
SM 4500=CI-E 409912.
92383249008:: MW-9
SM 4500-CI-E 409912:.
92391249001 - SW4 ..
SM 531013' . - 409758
92383249062. ' .: .. SW-7...
SM 5310B 409758-
92383249003 .. MW-4..
SM, 5310B .. .. .. 409758 .
92383249004: MW-5
SM 5310B; - 409758
92383249005 .. MW=6.
SM 5310B 409932,.
" 92383249006 ` MW-711•
SM 5310B 409932
'92383249007 MW-8
SM 5310E .409932 .
92383249008,.. M.1N-9
- SM 5310B .. :_ 409932..
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dater 001/2018 02:29 PM .
without the written consent of Pace Analytical Services,_LLC.
Page.24 of 27

Document Name:
Document Revised:. February 7, 2018
Sample Condition Upon Receipt(SCUR)
Page 1 of 2
Document No.:
h
Issuing Autority:
'h
aceAnal Kcal"
- . .Y`.
F-CAR-CS.033-Rev.06
Pace Carolinas Quality Office
Laboratory receiving"samor:
Asheville []' Eden❑ Greenwood ❑ Huntersville ❑ Raleigh] Mechanicsville]
Client Name:.: 0# : 9332
,, • Protect
�i (lea `
Courier:. ❑Fed,E) . ❑UPS ❑USPS.. ]client
IIIIII I I ILIIII.OI ICI III
❑ Commercial ❑Pace []other:
92383249... i
Custody Seal Present?. [-]Yes ❑Ne Seals Intact? ❑Yes ❑No
Date/Initials Person ExaminingContents
Packing.Material:. ❑Bubble Wrap ❑Bubble e.ags Q96ne ❑ Other. Biological Froze ?
Thermometer: ❑yes ONO
[]
�'. Type oflce:et ❑Blue ❑None
❑I Gun ID:
Cooler Temp ('C) ,�Q 5' Correction Factor: Add/Subtract ('.C) Ylo
Temp should be above freezing to VC.
Cooler Temp Corrected.('C): ❑Samples out of temp criteria. Samples on ice, codling process
has begun
USDA Regulated Soil ( �JA,ater sample)
Did samples originate in a quarantine. zone Within the United State_ s: CA, NY, or SC (check maps)? Did samples originate from a foreign source.(internationally,
❑Yes ❑No including Hawaii and Puerto Rico)? Dies []No
Comments/Discrepancy:
Chain of Custody Present?
es
❑No
❑N/A
J.
Samples Arrived within Hold Time?
s
❑No'
❑N/A
2..
Short Hold Time Analysis (<72 hr.)?
s ..
❑No ,
❑N/A -
3. A (+%je, CC
Rush Turn Around Time Requested? ' .
❑Yes
o
❑N/A
` 4.
Sufficient Volume?
❑Y
❑No
❑N/A
5:
Correcf Containers Used?
-Pace Containers Used?
a
( es
❑No '
❑No
. ❑N/A
[]N/A'
Containers Intact?'
es .-
❑No
❑N/A
7.
Dissolved analysis: Samples Field Filtered?
❑Yes
❑No
".❑N
8.
'Sample Labels Match COC?
-Includes Date/Time/ID/Analysis, Matrix:
Des
[]No -
❑N/A
9,
Headspace in VOA Vials (>_576mm)? -
❑Yes.
bNo
r1oxItc
t .
Trip Blank Present?
Trip Blank Custody Seals. Present?
❑Yes
Oyes.. "
12 o
No
❑
I/A
1.

Document Name:
Document Revised: February, 7; 2018'
c7C8Analj�ICc?I
Sampie Condition Upon 'Receipt(SCUR)'
Pagel of 2
Document No.:
Issuing Authority:
177CAR-CS-033-Rev.06 ,' .
Pace Carolinas Quality Office
*Check mark top half of. box if pH and/or dechlorination is Project# WO 92.38324:/: .
verified and within the accepionce range for -preservation
samples. PM:- UP. Due Date: 05/16/18
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg . CLIENT 93-ALTAMONT
**Bottom half of box is to list number of bottle
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pH Adjustment Log for Preserved Sampies :. .
Sample ID Type of Preservative pH upon receipt Datepreservation adjusted Time preservation Amount of Preservative tot If
adjusted . ' added
Note: Whenever there is a discreoancv affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office,(i.e.
Out of hold, incorrect preservative; out of temp, incorrect containers.. ;
Page.26 of 27

��"dCC11112IyilC31
i
CHAIN -OF -CUSTODY-! Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C -
Required Client Information: Required Project Information: Invoice Information: r Pa e : 1 Of 1
Company: ANCHOR QF11 of NORTH CAROLINA Report To: Brian Gant. Attention: S cr ivi { G
Address:. 231 Haywood Street Copy To. Company Name,:
Asheville, NC 28801
- -
Address:
_RdquIatorv.Aqen
Email: [e-mail]
Purchase Order#:
Pace Ouete;
Phone: (82B)2813350 Fax
Project Name: CLEMENT PAPPA `I§"
Pace Project Manager. loni.patton pacetabs.com_
State I Location
Requested Due Dale:
Project M -
Pace Profile #:
R=
uested
Anal
Is
Filtered
(YIN)'_
-
- WATRM CODE.
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. COLLECTED
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SAMPLE ID Product P
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RELINOUISFiED BY/AFFILIATION -
DATE
TIME
- ACCFI+TED6YlAFFILIATIONATE
.
'TIME
SAMPLE •CON0ITIONS
SAMPLER NAME AND'SIGNATURE•, r
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PRINT Name of SAMPLER:
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SIGNATURE of SAMPLER: - 7 's
DATE Signed: -
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1
Well Sampling log
Anchor QFA of North'Carolina, PLLC
231, Haywood Street
Asheville, North Carolina 28861
Project Name:'Oevitm? (?Gt/P?i .UV /00VI1 witj
Date.
7�_Z_/� f -.
Project Number. C( �f �7�-.U1; 01 T{jl
Weather,
v �p -- -
.Sampling Personnel: .1 S
Sample Time:
Well Number. `i ��+f-'i `".
- -- --
Well Depth in Feet MD):
Well Diameter Z'
- - —�.
Water Level in Feet (WL):
--- �—
Type of Casing: V�
Length of WaterColumn:
- - _ feet
�
MeasuringPoint A TOG
(11UD) -_M►L) _ (LWC):
—[-7
Flush Mount /. t�lck U��`
f'
One Casing Volume
1 gallons
C-6mments:.
MC) x (WCV)
- --- .
-_ - ---
Three Casino Volumes:.
j " ��. gallons
Actual Volume Purged:
gallons
} Well Casing Volumes (WCV)
1. _ 0.04 Gam 0.16 Gal/Ft .. 3° = 0.31 Gal/Ft.
. 4" = 0.65 Gal/Ff -6" = 1:5 Gal/Ft, . 8" ' 2.6 Gal%Ft .12' = 5.9 Gal/Ft
Purge Method: Bailer-Dispori . ? Baifer-TeflDedicated"Pump
Whale.Purhp,.. Grifndfos ..
Other.
..
Sample.Method tBailer=D)sp� " Bailer Teflon Dedicated'Pump
Whale Pump Grundfos.
Other
I
Gallons
Tempt
Dissolved
Specific Cond:. pH (S.li.)
uJuclation
" ' Reduction
1
Turbidity
�(y
_a _
—1ia�
�
iv`l.
l�cir�
_
26f,�
------------
S,-Srg -
'_16i_
_�(5,�--.-
3
r
I.�Rc
CJ.
' l 3: ff
L.t G � 2 ?=j
J rtl O'
;uI q,7,
- — —
4
.T._`(G`�,�_'��1rtS>,a
— _
6
71
Sampling Container.. �.
Number.of Containers
Requested Analysis
500 mL'Plastic
-
--
-
250 mL Plastic
- —
125mLPlastic-
40.mL Glass:':
-
-- -
1.03lass
- - — - - -
Other
Protective.Casing: (Toa Pad:-� Lock: Vegetation:. GroJ Access--Cyoe�l
Sampling Personnel Signature: ��/7 �//
Datie: J /J%
Well Casing Volumes defined in Table 2 of the Region 4 Environmental Protection Agency (EPA) Science and.Ecosystem Support Division (SESD) document titled Operofing Procedure -
GroundwaterSbmPling .last revised April 26, 2017. "
Samples are analyzed immediately upon collection.
Minimum volume purged:3 well volumes: Sample time determined.by parameter stabilization:
9 mVi millivolt
°C de tees Celsius
pS/cm:.micro-Siernen per centimeter NTU: nephelomefricturbidityunits
mg)tmilligrams per liter S.U-- Standard Units
Method Reference; Specific conductivity. EPA'Method 120.1, Rev.1982
Temperature: SM 2550 B-2000 pH: SM 4506-H' B-2000
DO: SM 4500 O &2001
Page 1 of 1

wen b mpung.Log

Project Name: W l�fJi1�� In
� ifN'I y
Project Number: C u[Y �.=C/1�0� TC�(
�(
- --- - - --
Weather.. �0°lF C/ZPn
Sampling Personnel G S- -
Sample Time: ( 2. y
- — - -
Well.Numlier: L/' tiv Well Depth in Feet (WD):Well,
Diameter: 2 �1- - _ -- -- -- -
. Water Level in beet (WL):
,
Type of Casing: (' VC Length of Water Column; ," Z feet
Measuring Point:.
(WD)' - (WL) _ (LWQ - --
Flush Mount /Ag�iyckKUU
One Casing Volume: U,gallons
Comments: � t%n S: n r . inn sr'�C ....
(LWn. k (WCV) ----- -- -
��ti tG_LiY� La S;n r��r1 f��cq.'Q
p
Three Casing Volumes: gallons
�r�.v
f
plrQ wl(r, 'vllG(( i°Gtl WAp fir hl �( r
Actual Volume Purged: .� a gallons
SiCV0rir.'Ya1. :
Well Casing Volumes "CV)
". 0.04 3'
1 =. 0.16 Gal/Ft .. = 0:37 Gal/Ft 4' = 0:65 Gal/Ft . 6' =.1.5 Gal/Ft 8" _. 2.6 Gal/Ft 12" = 0 Gal/Ft
Purge Method: iBailer-Diso. Bailer -Teflon Dedicated'Punip Whale.Pumo Grundfos ..Other.
Simple.Method: Bader -Dish% Bailer -Teflon Dedicated'Pump. .Whale Pump Grundfos Other "
xr a ion -
l
Gallons I Temp
Dissolved Specific Cond: t pH (S.U.) I Reduction Turbidity
'
Reading ; Time
Purged . ('C).
Oxygen (mg/L) (pS/cm)
report to 0.7 SM. i 'Potential (m1� (NTU)
I Comments . .
L(,d5
2
ZLI
_ I ka��
^_
i 3 -
-�` ..
_
_
;[
6
T_
- -
9
I.
i
Sampling Container.
Numberof Containers :'
'Requested Analysts . .
Soo mL Plastic
1 / ) S// i J
250 mL Plastic-
125. mL Plastic-
40. mL Glass,
-
1 L:Glass
-I -- --_ -
Other
Protective Casing: � . Pad: & Lock L vie . Vegetation: 6L>r +� .
Access: frc r
Sampling Personnel Signature: /
Date:G Zi
/
Notes:
Well Casing Volumes defined in Table 2 of the Region 4 Environmental Protection Agency (EPA) Science and Ecosystem. Support Division (SESD) documenttitled Operating Procedure
Groundwater Sampl nq last revised April 26, 2017.
Samples are analyzed immediately upon collection:.
Minimum volume purged: 3 Well volumes. Sample time determined b parameter stabilization. -
`C: degrees Celsius mv: millivolt
PS/cm micro-Siemen per centimeter NTU: nephelometric turbidity units
mgjL milligrams per liter S.U.: Standard Units
Method Reference:Specifloconductivity: EPA Method 120.1, Rew 1982
Temperature: SM 2550 B72000 pH: SM 4500-H' B-2000
DO: SM 4500 O G-2001
Page 1 of 1

Project.Name:'.(•Z►'e{� F 1��i�I f'/1S :Gt^/./�dolri'I�
Date:
Project Number. y
Weather.
: s
Sampling Personnel: �[ Q �'✓G1/ .:
Sample Time:
Well Number. /v1 hr— fZ
T
Wb1I Depth in Feet (WD):—
Well Diameter. 2'i _ _.
Water Level "in Feet (WL):
Type of Lasing:UG
--- __
Length of Water
, 3 feet "
Measuring Point" 7-0l; - .. ..
(WP) - (WL) = (LWC7.:-
Flush Mount /: Stick,Up.
.
One Casing Volume:
- 0 gallons: .

AN HOR
Well Sampling Log
Anchor. QEA of North Carolina, PLLC
231 Haywood Street "
Asheville, North Carolina 28801
Project Name: ��/ rc��l�rh�ilf I�� iiDate: r-
,�.i "
-iiiAliDil/i�
Project Number: �: ir �� %-( (GI -� `7
i �% I Weather q o f.
"
sampling Personnel: E Q?.J'.U� Sample Time: j 0
Well Number: Well Depth in Feet (WD):
Well Diameter:: Z" Water Level in Feet (WL):
r -
'Type of Casing:l - feet
-" length of Water Column: ' I ( ��/_--
--
-�-VG - -
Measuring P-Di. t
•'"1 OC - -- - - (Wp) - M►L) = (LWL7 "
Flush Mount Stick -Up One Casing Volume: �) 1 6 gallons
/ _
Comments: (LWC) x (WCV) '
Thee Casing Volumes: j gallons
4.
Actual "Volume Purged: - v` 3. GU, _gallons
1N asing Volumes (WCV) ell C u .
Q16fidflFt k. = 0.37 Gal/Ft . ' 4°.= 0.65 Gal/Ft 6".= 1.5 Gal/Ft 8" = 2:6_Gal/Ft_ - 12' = 5.9.GaVFt ;
Purge Method: Bailer-Disp -Dedicated Pump Whale Pump' Grundfos Other
Sample;Method: Bailer-Disp�'Barr { orb Dedicated Pump: Whale Pump . Gnindfos .Other.
" 'Gall i Tem Dissolved
p
S edfic Cond:.. H.(S:U.)
P P.
w a ton .
Reduction
Turbid'
I
Reading." Tlme Purged CC), • ` Oxygen (mg/L)-'
.p?/cm) " report to 0.1 S:U
potential (mV),
(NTU) '
k• " . comments.
hs—+ _ oc __' iz.s: (�.GyC" •.. I sa$'3 Z��,v_ •_" . '" " .
- ""7(7
2 f rc�c� "iCl 7� .- 12:s I , S� .
5 lavr',!,T t3; ( H,51, G Alba �..75"
6 ilC1jU :13 O(i------
7" 1 — -
- - - -- —
9. I _�
10-
Sampling Container- . �. Number of Containers ." �" Requested Analysis
500 riff Plastic 4.
250 mL Plastic-
125 mL Plastic
40: rnL Glass' 3
1 L.Glass
Other"
ProtectiveCasing: 6"K Pad: 17�4 Lock:! K Vegetatio�%� " ". Access: of%
Sampling Personnel Signature: :: r Date: Z /1
Notes
Well Casing Volumes defined. in Table 2 of the. Region 4 Environmental Protection Agency (EPA) Science and Ecosystem Support Division-(SESD).document titled Operating Procedure =
GroundwaterSomplinq last revised April 26, 2017.
Samples are analyzed immediately upon collection.
Minimum'volume purged: 3 %vell volumes. Sample time deteemined'by parameter stabilization.
°C: degrees Celsius mV: millivolt
pS/cm: micro-Siemen per centimeter NTU: nephelometnc turbidity units
mg/L• milligrams per -liter S.U_ Standard Units
Method Reference: Spec conductivity: EPA Method 120.1, Rev. 1982
Temperature: SM 2550'872000 pH: SM 4500-1-1`13-2000 "
M. S.M 4500 0 G-2001
Page 1 of 1.

well sampiing Log
III lass,
Other
Protective Casing: (>�r;l ." .Pad: �DN /. -Lock:
Vegetation: —,4? Access: r � "
Sampling Personnel Signature:;
y/� Date.*
Well Cas)ng Volumes defined in Table 2 of the:Region 4 Environmental" Protection Agency (EPA) Science and•Ecosystem Support Division (SESD).docuinent titled Q*oting Procedure.-..
Groundwater 5omphaq. last revised April 26, 2017r
Samples aie analyzed imrnediately.upon collection. "•
Minimum.volume purged: 3.well volumes. Sample time determined
by parameter stabilization:
`C: degrees Celsius. _
mV: millivolt
p5/cm: micro-Siemen per centimeter
NTU: nephelometricturbid'rty units
mg/L• milligrams par.liter
S.U.: StmWaid Urgts'
Method Reference
Specific coridudivity. EPA•Method. 120:1, Rev.'1982
Temperature: Stul 2550'B-2000
pl-'SM 4500-If -B-2000
DO: SM 4500.0 G-2001
Page-11 of 1

ANCHOR
Surface Water: Sampling Log;
Anchor QEA of North Carolina, PLLC
231 Heywood, Street
Asheville, North Carolina 28801
Project Name:
Date: r
S�_lZ J L
Project Number.
_
Weather.
Sampling Personnel:
S
Sample.Name;
.. Si'►' _
Comments:.
U�`S;�-f_wtt�t
__
Sample Method: Grab /
Syringe .
Pump
Bailer-Disp. Other.
Dissolved.
Sperrfi'c Cond.
I pH (S U)
Oxidation
Reduction
Turbidity.
- Time
Temp (°C)
.
Oxygen (mg/L).
.. (PS/cm)
report to.0.1 S.U.
Potential (m1n
{NTU)'
Comments.
Sampiing Container
Number of Containers : 1 Requested Analysis
5001*mL Plastic
250 mL PlasticFe
—
C41
125 mL Plastic ``
---
►V _�CL1f,�^� i�'lOj�?�i�1'r�VS -
—
40 mL Glass
---_
_ --
1 I: Glass
J.
Other.'
: --
Vegetation: ' M �!/!1
t ' C eV Access:
Sanipling Personnel Signature: i �` Date•

v1ssvzvL apm!im Duna. pn to v.i Reaucaon i urplalry
Time Ter Oxygen (mg/L) (NS/cm) ! report W 01 S.U.. Potential (mV) f (NTU) Comments
Sampling Container. Numlierof.Containers . Requested Analysis
500 rnL Plastic 7777777
T
250 ML Plastic . .. �
:125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation: �/ 1 ' Access:
�'t PrVwr.
Sampling Personnel Signature r Date

Equipment or meters used to.take nieasurements(e:g., water level meters, survey equipment):' .
Equipment Type_„ SerfatNumher 'k . Brand �_`, Date of Use
150=ft Water: Level .1.. .. 26.154 Solinist
.150-ft Water.'Level- 22754 Solinist — -�
150 ff.Waterl-evel _: .150. Testwell
150-ft Drawdown .'. MP30-1527 . QED
Cither.:
Select Turbidimeter Hach 21000 (s/n 151006045207) "
HF Scientific MicroTPW (s/n 20 060104 5)
616ratlon ` _ Instrument Reading
Instrument Reading
ac
Standards :: (Hh 2100�
EHF Scieetific MPcroTPVIO
Expiration Date 20 NTU i • 10. ,NTU �`. 800 NT{l • 0 02 NTU
: I 10 ll NTIi " I" ' 1D00 NTU
Cal Cal Cal:. ICal:
Ca[: Cal
Ur �I
�r r� Time:,, - Time:. Tirrie. Time.
Time:' .. Time:,Verification
(10 NTU). 1 evgf, (bA &7 Verification:
Ver&atiort Verification: ".
hwsFed,:_
Tit-he:
d l Time:
Time:. Time:
!!!
— _ YSI.556 MuiV ammeter Meier (s/n 12L1O1057) -
:. Inst rument Rvadtngs .�
_
Calibration Explratwn Date,
DissolvedOzygen fInitial- r
Cal: mmHg (Time: ''
NA
pH 7.S U Initial iPHmV T Cal: pHmV.
Time:
i O /—r, --
re ort to 015 U
PH 4 S U.Initial: _ pHmV: Cal:. ; pHmV: `T
'
11.!
Time: —
- --
i
ieportroorsu 'Al f/,
G1 �:r�
pH 10 Sm. Initial: ". pHmV:. ICal: pHmV
}Time: J
report to 01 S. U. .i: 1(�,v I j'
QC* pH 7 S U �AM Time: - Mgas Mid Day Time ' Check
- ' PM"Time 1Check'"
f
reporhto 0.1 S.U. : ( is 3.6 , i. i, 0�
0l/�'/
Spec. Cond. Initial Cal Time t
-
r
QC•r' ;AM Time: �.Meas Mid Day Time: " Check
`PM Time Che I-
— i lnttial Cal:Time;
ORP 240 mil
/ --
Signatute:'%.' ��..`.
Date
Ndtes: :.
1. Electronic equipment calibrated acco:dingtoahe manufacturers operation manual:
2: Specific Conductivity should be calibrated according to values representative of historic range.
3, Order of Calibration is as follows, SPeaficCon&ctivity pH 7,:pH 4,;PH) o, Do, ORP, QC checks...
"
4. QC Acceptable Ranges: PH +/= 0.1 SA and Specific Conductivity 1 b% of the true value. If QC readings are out of range,,the instrument needs to be
recalibrated.
5. * indicates' QC.check must be"performed in the:moming, afternodn, end the end of the day, or everyfour hours
6- " Indicates to choose a'Specific Conductivity buffer of 1473, 447, 84, or 23. mS which is cloeest to historical readings from the project location:
_
Page 1 of

f�
CHAIN-OF=CUSTODY /Analytical Request Document
fir.
.... The Chain -of -Custody Is a LEGAL DOCUMENT. Ali,reledant fields must he completed accurately.
Section A
Sect ion 8
Section C. .
Required Client trdarmatiori:
Rragdired'ProJect lidormation:'
Invoice IMormatian:
Pa e : 1 Of . 7
COMWY: ANCHOR QEAof NORTH CAROLINA
RePoftTo: . Brian Gant ''
AKentlon: 5c yyi d qS :1Z e i10-1i'msr
Address: 231 Hapv>ood Street
. . _
Copy To: ' .
.
Company Name:
Asheville; NC'28801. `
_
-
Address: "
Email. bgari'o anchonjea.com
Purchase Order#. ".
' '. '.
Pace Quote: -
Phone: '. (828)281.335Q Fax
Project Name: CLEMENT PAPPAS q
Pace Project Manager.. " . .loni. alien
acetaba.00m, .
_ - Slate HLooaho$'
Requested Due'Date:
Project 0.
Pace Profile M.
f
-
..
-
_-�-•R._uealodAiiiil
IaiFllteiodYlN:
°'2' �•c"`
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COLLECTED
Preservatives .
K r
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ortnx fig taker . ow
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water wr
W.UW.W. WW
8
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END
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One Character per boy
(A-Z,"1;')
wb
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.
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Sample unique
Tssue
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PRINT Memo of SAMPLER
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SIGNATURE of SAMPLER.
DATE Signed:. S.r/� ff` �}
r�. m $ Y
E r�

GW-59A COMPLIANCE REPORT FORM Permit # wQ0004797
(SuGndl pine each moldloringPeriod with GIN-59 fiirms.).
1
Enter date monitoring results'weee due. (oe/31/2oi's) Will this monitoring report (GW-59 and GW-59A)
YE
NO
be submitted after the established due date?
X
2
Was any required information missing on the'GW=59 report forms?
YES
NO
lF the answerto'question .1 or2 is 'YES", Mist in the space provided below the well identification number(s) and -
explain the problems encountered in obtaining the required information:
3
Are any of the monitor wells in need of repair of maintenance (damaged casing, unlocked or missing -cap, missing.
YES
NO
identification plate, area overgrown, ete.)? If the answer is "i es ", contact the Regional 0 rce for g+ridance.
X
4-
Are any monitored constituents -equal to or.above the 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 with constituent(s) and concentrations)
exceeding standards in thespace provided below:' "
Nitrate (2L = 10 mg/L): MW-7R015.5 mg/L, MW78914.4 mg/L;
TOC (2L - 10 mg/L): MW-8®10.8 mg/L; Fecal Coliform (Total Coliform 2L standard = 1. 0:CFU/1P0mL)': MW-.5®2.0 CFU/100mL,
.
MW-6®1..0 CFU/100mL; TDS,(2L - 500 mg/L): MW-60548_ mg/L
5
For the constituents identified In question 4 above, have standardsbeen exceeded previously for the _
YES
NO
same constituent(s).in the same Wells) In the last two years?
X
If the answer to question 5 Is'"NO , skip to section 8.
.If the. answer to question 5 is "YES- list in the. space provided below, each well with constituent(s) exceeding
standards, concentration(s) repotted "and.sample collection date for each- occurrence (for the last two years).
Nitrate Nitrate TOC _ Fecal Coliform"
MW-7R MW-8 - .. KW-8 MW-5-
.
05/04/16: 11.2, mg/L 5/4/2016: f9.1 'mg/L - 05/04/16: 15.0 mg/L 11/08/17: 1.88 CFU/100mL
_
06/09/16:. lo-.9/10.0 mg/l; 06/09/16: 26.3/26.0 mg/L 05/02/17: 11.4 mg/L MW-6.
11/09/16: 12.5 mg/L 11/09/16: 14:3 .mg/L' TDS 11/08/17: 79.0 CFU/100mY,
ll/' 108/17: 36.8 mg/L .05/02/17:, 12.4 mg/L MW-8 - no exceedIances in two years
..
1' 11 08 T:. 14.4
'
6
Are the monitoring wells listed. in section 5 located at beyond. the review boundary.?
YES
NO
- MW-5, MW77R;'and MW'-8.are. at or beyond.the.review boundary..
X
If the answwer ls: "YES ;"a'groundwater quality problem may be occurring. CONTACT THE REGIONAL
OFFICE IMMEDIA TELY FOR GUIDANCE_ , If the answer is "NO" monitoring wells may be improperly
located; contact the Regional Office.
7
Is the permittee implementing previously approved actions required by the Division involving this
YES
NO
groundwater quality problem?'
X
If the answer to question 7 is TFS , describe those actions in the space provided below.
If the answer to question 7 is "NO';, contact the Regional Office within 90 days: an evaluation may be
required to determine the impact the.waste'disposal system Is having at the review and compliance
boundaries surrounding this facility failure to do so may sublect the"permittee to a Notice of. Violation: -
fines, and/or penalties. .
Fecal col'iform'should not be attributable to site operations. Historical monitoring of an on -site tributary of Mud
Creek has found high levels.of fecal coliform..
Nitrate concentrations exceeded the groundwater standard in MW-7R and MW-8 for.the first time -in May '2016. .
-The high concentrations of nitrate are likely attributable to the frequent flooding of Mud Creek.
g
The person co►npleting this portion (G W-59A) of the monitoring report should sign below and submit this
form.with GW 59 forms. for required wells to the. address provided at the top of the current GW-59 form.
I hereby. acknowledge that th -above information was evaluated and the Information submitted in th)s j
.
Ireport (Comp , nce Rep W-59A)_ls'tr a and complete to the best of my knowledge.'_,
gnature ofP.ermittee (or Authorized Age t) " Date

Attachment 4
DEQ GW-59 — Groundwater Quality
Monitoring: Compliance Report Forms

SUBMIT FORM ON YELLOW PAPER ONLY
102E• •
DEPARTMENT OF ENVIRONMENT 3 NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
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 (StfCe') NC 28792 County Henderson
❑ Lagoon' ❑ Remediation: Infiltration Gallery
(cay) (stall) (zip)
® Spray Field ❑ Remediation:
Contact Person: Mrs. Tracy Wolfe
Telephone#: 8 2 8 - 3 2 9 - 6 6 4 7
❑ 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 - 4
Date sample collected: 0 5 / 0 2 / 2 018 FIELD ANALYSES:
WAS
Well Depth: 18 _ 2 0.
Well Diameter: 2 in.
pH ooaoo: 5. 86 units Temp. 000lo: 12 .8 °C
DRY at
Depth to Water Level 82546: 8 , 44 ft. below measuring point Screened Interval: 8*ft. to16_1*ft. Spec. Cond. 00094: 257.4 µMhos
time of
sampling,
MeasuringPoint is 2 .43 ft. above land surface
Relative M.P. Elevation: 2063 .77 ft.
Odor o0065: none
check
Volume of water pumped/bailed before sampling: 5.0
-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 o1051 ug/L
Coliform: MF Fecal 31616 < 1 . 0 /100mL
Nitrate (NO3) as N 00620 2.1
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665 0.11
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 167 mg/L
All - Aluminum o11os
mg/L
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC 00680 3.0 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 10 . 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 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 oo945 mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ® Yes (1) ❑ No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L method #
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese o1o55
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: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
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 (stc'3t) NC 28792 County Henderson
El Lagoon El Remediation: Infiltration Gallery
(city) state) (zip)
[R Spray Field ❑ Remediation:
Contact Person: Mrs. Tracy Wolfe
Telephone#: 8 2 8 - 3 2 9 - 6 6 4 7
❑ 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 Permh
SAMPLING INFORMATION MW- 5
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 0 5 / 0 2 / 2 018 FIELD ANALYSES:
WAS
Well Depth: 18 _ s n ft.
Well Diameter: 2 in. pH 00400: 5.69 units Temp. 000lo: 12 • 9 IC
DRY at
Depth to Water Level 82546: 8 • 4 7 ft. below measuring point Screened Interval: 9 * ft. to 19 * ft. Spec. Cond, 00094: 110.7 µMhos
time of
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2085.60 ft. Odor 00085: none
sampling,
check
Volume of water um ed/bailed before sampling. 5 . 25
p p p ga
*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 olo51 ug/L
Coliform: MF Fecal 31616 2 . 0 /100ml-
Nitrate (NO3) as N 00620 <0 . 022mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665 0. 0 9 7 mg/L
. (Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 90 - 0 mg/L
AI - Aluminum oil o5 mg/L
pH (Lab) 00403 units
Ba - Barium 01007 ug/L
TOC 00660 5.7 mg/L
Ca - Calcium oo916 mg/L
Chloride 00940 16 . 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 , method #
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927 mg/L method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese olo55 ug/L , method #
TKN as N 00625 mg/L
Ni - Nickel 01067 ug/L method #
For Remedlation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
I c A d-n rry rti rncur AT1f%1J Please Print Clearly or
Facility Name: Clement Pappas
Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville (Street) NC 28792 County Henderson
IContact Person: Mrs. Tracy Wolfe Telephone#: [phone]
Well Location/Site Name: Irrigat ion Area No. of wells to be sampled: 6
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
Non -Discharge WQ 0 0 0 4 7 9 7 UIC
NPDES Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
® Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump ❑ Other:
,,...,...�...,.. MW- 6
L ID NUMBER (from Permit): Date sample collected: 0 5 / 02 / 2 018 FIELD ANALYSES:
Depth: 11 . 58 ft. Well Diameter: 2 in. pH 00400: 5 •28 units
i to Water Level 82546: 5 . 3 6 ft. below measuring point Screened Interval: 5* ft. to 10 * ft. Spec. Cond. 00094:
luring Point is 3 . 0 0 ft. above land surface Relative M.P. Elevation: 2061.17 ft. Odor 00085: none
ne of water pumped/bailed before sampling: 3.25 gallonSBcreened interval is relative to land surface Appearance
)les for metals were collected unfiltered: ❑ YES ❑ NO and field acidified: ❑ YES ❑ NO
Temp. 00010: 13 . 3 eC
123.4 µMhos
ite sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services Certification No. 37712
\RAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Coliform: MF Fecal 31616
1.0
/100mL
Nitrate (NO3) as N 00620
0 . 085 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
0. 0 9 7 mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
solved Solids:Total 70300
81.0
mg/L
AI - Aluminum oil o5
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oo66o
2.3
mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
9.4
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
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
ecific Conductance 00095
µMhos
K - Potassium 00937
mg/L
Total Ammonia 00610
< 0 . 10
mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; NH3asN; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Pb - Lead o1o51
Zn - Zinc 01092
ug/L
mg/L
Other (Specify Compounds and Concentration Units):
ORGANICS: (by GC, GC/MS, HPLC)
(Specify test and method #. ATTACH LAB REPORT-.)
Lab Report Attached? ® Yes (1) ❑ No (0)
method #
method #/
method #
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
UVV-0W Rev. 01/v la
DRY at
time of
sampling,
check
here:❑

SUBMIT FORM ON YELLOW PAPER ONLY
• •
DEPARTMENT OF ENVIRONMENT & NATURAL. RESOURCES
GROUNDWATER QUALITY MONITORING:
• � �
DIVISION OF'WATER RESOURCES - INFORMATION `PROCESSING UNIT
COMPLIANCE REPORT FORM
�
1617, MAIL SERVICE CENTER, RALEIGM, NC 27699.1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 / 31 / 2 02 0
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
(aty) (state) (zip)
N Spray Field ❑ Remediation:
Contact Person. Mrs. Tracy Wolfe
Telephone#: 8 2 8' - 3 2 9 - 6 6 4 7
El Rotary Distributor El 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: 0 5 / 0 2 / 2 018 FIELD ANALYSES:
WAS
Well Depth: 17 _ 3 7ft.
Well Diameter: 2 in.
pH 00400: 5 .41 units . Temp. 0oolo: 13.6 eC
DRY at
Depth to Water Level 82546: 1 n _ 9gft. below measuring point Screened Interval: 5 ft.* to
15 ft* Spec. Cond. 00094: 281.4 µMhos
time li
sampling,
MeasuringPoint is 3 . 00 ft. above land surface
Relative M.P. Elevation: 2062.86 ft.
Odor 000a5i none
check
Volume of water pumped/bailed before sampling: 3.75
*screened interval is relative to land
gallons
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 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 (NO,) as N 00620 15.5
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665 0.32
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 7o3oo 207 mg/L
AI - Aluminum 61105
mg/L
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC 00680 3.2 mg/L
Ca -Calcium 00916
mg/L
Chloride oo94o 2 2 . 6 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? R1 Yes (1) ❑ No (0)
Specific Conductance 00095 µMhos
K - Potassium 00937
mg/L method #
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NHy as,N;.Ammonia Nitrogen, Total)
Mn -.Manganese olo55
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%

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
FACILITY INFORMATION Please Print Clearly or Type
Facility Name: Clement Pappas
Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville (street) NC 28792 County Henderson
Contact Person: Mrs. Tracy Wolfe Telephone#: [phone]
Well Location/Site Name: Irrigation area No. of wells to be sampled: 6-
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES • INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
PERMIT Number: Expiration Date: 8 / 31 / 2 0 2 0
Non -Discharge WQ 0 0 0 4 7 9 7 UIC
NPDES Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
® Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump ❑ Other:
WELL
L ID NUMBER (from Permit): MW - 8
Date sample collected: 0 5 / 0 2 / 2 018
FIELD ANALYSES:
WAS
Depth: 13 9 a ft.
Well Diameter: 2 in.
pH 000lo: 6 .74 units Temp. 000lo: 12 •1 °C
DRY at
_
to Water Level 82546: 9 •3 9 ft. below measuring point
Screened Interval: 3 ft* to 13 ft"
Spec. Cond. 000sa: 871 µMhos
time of
sampling,
luring Point is 3 . 00 ft. above land surface
Relative M.P. Elevation: 2060.80 ft.
Odor doom: none
check
screened interval is relative to land surface
Tie of water pumped/bailed before sampling: 3.00 gallons
Appearance
here:
❑
ales for metals were collected unfiltered: ❑ YES ❑ NO
and field acidified: ❑ YES ❑ NO
de sample analyzed• varies; see analytical report Laboratory Name: Pace Analytical Services
1RAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Coliform: MF Fecal 31616
<2 . 0 /100mL
Nitrate (NO3) as N 00620
14.4 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
0.19 mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
(solved Solids:Total 70300
5 4 8 mg/L
All - Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oosao
10.8 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
12 . 9 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
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
iecific Conductance 00095
µMhos
K - Potassium 00937
mg/L
Total Ammonia 00610
< 0 . 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese wo55
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Certification No. 3 7 712
Pb - Lead o1o51 ug/L
Zn - Zinc 01092 mg/L
Other (Specify Compounds and Concentration Units):
ORGANICS: (by GC, GC/MS, HPLC)
(Specify test and method A ATTACH LAB REPORT.)
Lab Report Attached? ® Yes (1) ❑ No (0)
method #
method #
method #
method #
Fer Remediation Svstems Only (Attach Lab Resorts): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
vvv-5y Kev. is/zuis

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: [phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 8 31 / 2 0 2 0
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
{Street)
Hendersonville NC 28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
(city) (State) (lip)
® Spray Field ❑ Remediation:
Contact Person: Mrs . -Tracy Wolfe
Telephonet 82 8 - 3 2 9 - 6647
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irri2ati.on 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: 0 5 / 02 / 2 018 FIELD ANALYSES:
WAS
Well Depth: 18 .1 ?ft-
Well Diameter: 2 in.
pH 00400: 5.52 units Temp. 000lo: 13 .3 eC
DRY at
Depth to Water Level 82546: 5. • 0 7 ft. below measuring point Screened Interval: 6 *ft. to 16 * ft. Spec. Cond. 00094: g l . 0 µMhos
time of
sampling,.
Measuring Point is 1 . 44 ft. above land surface
Relative M.P. Elevation: 2060.23 ft.
Odor 00085: none
check
Volume of water pumped/bailed before sampling: 6.75
*screened inte_rval'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 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
mg/L Pb'- Lead 01051 ug/L
Coliform: MF Fecal 31616 <2 . 0 /100mL
Nitrate (NOO as N oo62o 0.58
rng/L Zn - Zinc 01092 mg/L
Coliform: MFTotal 31504 /100mL
Phosphorus: Total as P 00665 0.37
mg/L
.(Note: Use MPN method for highly turbid Samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 69.0 mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403 units
Be - Barium 01007
ug[L
TOC 00680. 4.6 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 4.9 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)
pecific Conductance 00095 µMhos
K - Potassium 00937
mg/L method #
Total Ammonia 00610 < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia. Nitrogen; NH3 as N; Ammonia Nitrogen, Total:
Mn - Manganese o1o55
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 Authorized Agent) Name find Title -Please print or type` Signature
GW-59 Rev.8/2013