WQ0004797_Monitoring (Report)_20150610

ALTAmONT
ENVIRONMENTAL,
•`
NGINEERI NG 8t H YraROG OLOGY
231 HAYWOOD STREET. ASH EVILLE­KC"28 0-1--'.
TeL.[phone] FAC.:8.28.281-.3351 3
i
W W W.ALTA MONTE"W6H4NMENTAL.CO
June 10, 2015
Mr. Blake Kehoe ` �{ 0
4
1
5 15
Plant Engineer . r1 1 Q Z� `JU1 L ' 7 20
Clement Pappas & Co., Inc. t.
125 Industrial Park Road
Hendersonville, North Carolina 28792
Subject: May 2015 Groundwater Sampli;
Clement Pappas & Co., Inc. (Clef
125 Industrial Park Road
Hendersohville,.North Carolina
Dear Mr. Kehoe:
J� . . ;
Re9\0��aO0eta0\o�s]i r'' i ''iNRSECTION
vent.
UK
Altamont Environmental, Inc. (Altamont) performed a, groundwater sampling event at your facility on May 13,-
2015. A site location map is included as Figure 1. Altamont performed the groundwater sampling event in
accordance with the North Carolina Department of Environment and Natural Resources (DENR) spray.
irrigation system permit number WQQ004797 (permit issued December 29, 2006 and reissued on October
12, 2012). Altamont collected groundwater samples from six monitoring wells: MW-4, MW-5, MW-6, MW-7.R,
MW-8, and newly installed MW-9. Monitoring well MW-9 was installed on April 14, 2015 to replace the
previously damaged monitoring well MW-2R. The locations of the monitoring wells are shown on Figure 2
(attached). Altamont submitted the groundwater samples to Pace Analytical Services, Inc. (Pace), a North
Carolina certified laboratory, for analysis of the parameters specified in the permit.
Table 1 summarizes the current -and historical laboratory analytical results for microbiology and wet
chemistry. All parameters analyzed, except total organic carbon (TOC), were below the permit limits and
North Carolina Administrative Code, Title 15A, Subchapter 2L.0202 Standards,(2L Standards).
The TOC concentrations can be summarized as follows:
• The permit limit for TOC is 10 milligrams per liter.
• Similar to previous sampling events, the TOC concentration in the MW-5 and MW-8 samples
collected during this event (May 2015) was in excess of the permit limit.
• TOC concentrations in samples MW-4, MW-6, MW-7R, and MW=8 collected during this event (May
.2015) have decreased since the previous sampling event (November 2014).
Table 2 summarizes the current and historical groundwater elevations. With the exception of monitoring well
MW-9, all of the monitoring well concrete pads and top of the well casings elevations.were surveyed by Wes
Cole Land Surveying, PA on November 21, 2012. Monitoring well MW-9 was surveyed by Wes Cole Land
Surveying, PA on. May 29, 2015. The surveyed elevations are indicated on Table 2 and on Figure 2.
In accordance with the spray irrigation permit, Clement Pappas is required to submit by June 30, 2015 (on
or before the last working day.of the month following the sampling month) to the DENR the following:
• Laboratory analytical,report and chain -of -custody form (Attachment A); the well sampling logs and
equipment documentation and instrument calibration data sheet is also included (Attachment B)
• DENR GW-59A—Compliance Report Form (Attachment C)
P:\Clement Pappas\Reports\2015\May\Cover Letter -May 2015.Doc

Mr. Blake Kehoe
June 10, 2015
Page 2 of 2
• DENR GW-59—Groundwater Quality Monitoring Compliance, Report Form for each monitoring well
(Attachment'D)
Altamont proposes to complete the next.scheduled groundwater sampling event in .November-2015. The
spray irrigation permit expires on November 30, 2015. A renewal request was submitted May 29, 2015.
If you have any questions .or would like additional information, please do. not hesitate to contact the
undersigned at [phone].
Sincerely,
ALTAMONT ENVIRON ENTAL, INC.
Seth Goad
Attachments: Figure 1—Site Location Map
Figure 2—Site Plan Map
Table 1—Current and -Historic Groundwater Analytical Results for Microbiology -and
Wet Chemistry
Table 2—Current and Historic Groundwater Elevation Measurements
Attachment A: Laboratory Analytical Report and Chain -of -Custody Form
Attachment B: Well Sampling Logs and Equipment Documentation and Instrument
Calibration Data Sheet
Attachment C: DENR GW-59A—Compliance Report Form
Attachment D: DENR GW-59—Groundwater Quality Monitoring: Compliance Report Forms
P:\Clement Pappas\Reports\2015\M6y\Cover Letter_May 2015.Doc

5
I ma Ifies.
Ili 'k
k
V1i1 I
0,
wl- -
f
SOURCES:
1. FRUITLAND, HENDERSONVILLE, HORSESHOE & SKYLAND,NORTH
CAROLINA U.S.G.S. QUADRANGLES, MAP DATES: 1985;
PHOTOREVISED: 1990 & 1991.
2. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY 30, 2006.
SITE LOCATION MAP FIGURE
ALTAMONT ENVIRONMENTAL, INC.'
I-E,LN'G-li,-.N�E,--C-'��N;�GTz�'.'&'*"�7'H'i'i��0, WO, G-�E-O-. LL:
231 HAYWOOD STREET, ASHEVaLF, NC 28801
TFL828.281.3350 FAC.828.281.3351 CLEMENT PAPPAS
www.altmontenviroamental.com
125 INDUSTRIAL PARK ROAD
DRAWN BY: EVAN YLIRKDVICH
PROJECT MANAGER: CHRIS GILBERT SCALE (FEET) HENDERSONVILLE, NC
CLIENT: CLEMENT PAPPAS 1000 0 1000 2000
IDATE: I2/10/13 FILE PATH: PACLEMENT PAPPAS\FIGURES\CAD\ FIGURE]-GMR.Dwv,

LEGEND `
r _ +►ram
I
MONITORING WELL
(IN USE)
OLD IS�R&Okip
MONI TOR�/�N� �X&e✓
D PIEZOMETAR
_ r
ALTAMONT ENVIRONMENTAL, INC.

Table :1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville; North Carolina
Sartiple
Name
Sample Date
(mm/dd/yy )
0
a
`m
(rtig/L).
m
a
(mg/L)_
E
p
m
„?
, (CFU per 100 rnO
m
z
. (mg/Lj
=
r'n
_(mg/L)
o
>
M.
(mg/L)
m
E
a
(mg/L)
05/24/2006
7.2
9.7
< 1.1
2
19
82
< 0.10
11/09/2006
3.6
7.4
< 1.1
0.95
17
76 -
0.11
05/18/2007
4.9
6.0
< 1.0
0.56
14
62
< 0.10
11/13/2007
5.9
16.7
<1.1
2.9
6.9
82.0
< 0.10
05/27/2008
10.2
9.0
<1.1
0.80
21.3
140
< 0.10
11/18/2008
4.7
10.7
<1.1
1.9
8.5
32.0
< 0.10
05/28/2009
14.4
7.1
< 4.0
0.46
24.2
104
< 0.10
11/05/2009
13.5
5.9
< 2.0
0.31
23.5
80.0
< 0.10
MW-213
05/13/2010
8.7
5.8
< 2.0
< 0.10
17.2
57.5
< 0.10
11/08/2010
18.3
10.0
< 2.0
1.1
11.7
60.0
< 0.10
05/17/2011
11.6
< 5.0
< 2.0
< 0.10
14.3
< 62.5
< 0.10
11/15/2011
18.9
10.1
< 2.0
1.2
10.0
86.0
< 0.10
05/17/2012
5.3
7.6
< 4.0
< 0.20
11.9
68.0
< 0.10
11/07/2012
31.1
9.5
< 1.0
1.3
10.0 ,
67.0
< 0.10
05/16/2013
13.5
1.2
1 < 1.0
< 0.02
13.2
64.0
< 0.10
11/20/2013
6.1
7.6
<.1.0
0.97
9.3
66.0
< 0.10
05/22/2014
8.0
4.1
< 1.0
0.72
8.4
52.0
< 0.10
05/15/2002
8.9
45
< 1.1
< 0.10
9.3
180
< 0.10
11/05/2002
5.5
48
< 1.1
< 0.1
14
230
< 0.10
05/13/2003 _
3.3
32
< 1.1
0.051
20
110
0.21
11/04/2003
41
31
< 1.1
'< 5.0
66
210
< 0.10
05/05/2004
6
29
< 1.1
< 5.0
45
240'
0.11
11/09/2004
8.4
13
3.6
< 0.10
52
201) ,
< 0.10
05/17/2005
8.5
10
< 1.1
< 0.10
37
220
< 0.10
11/03/2005
16
14
< 1.1 .
< 0.10
29
220
0.14
05/24/2006
19
11
< 1.1
< 0.10
28
180'
< 0.10
11/09/2006
8.8
6.9
< 1.1
<.0.10
26
180
< 0.10
05/18/2007
8.5
8.9
< 1.0
< 0.10
29
300
< 0.10
11/13/2007
16.7
11.3
< 1.1
< 0.10
25.0
152
< 0.10
05/27/2008
< 1.0
10.0
< 1.1
< 0.10
38.6
176
< 0.10
MW-4
11/18/2008
20.5
9.3
< 1.1
< 0.10
19.6
108
< 0.10
05/28/2009
8.6
13.6
< 4.0
< 0.10
35.5
156
< 0.10
11/05/2009''
31.0
13.6
< 2.0
< 0.10
30.7
120
< 0.10
05/13/2010
7.8,
18.0
< 2.0
0.17
31.0
141
< 0.10
11/08/2010
23.9
17.5
< 2.0
<0.10
34.4
144
< 0.10
05/17/2011
7.7
13.5
<2.0
0.82
25.6
137
<' 0.10
11/15/2011
7.3
14.4
< 2.0
< 0.20
27.8
157
< 0.10
05/17/2012
6.7
12.1
2.0
< 0.20
22.3
117
< 0.10
11/07/2012
10.6
14.5
2.0
< 0.020
26.2
150
< 0.10
05/16/2013
31.8
10.2
2.0
0.28
19.1
108
< 0.10
11/20/2013
9.0
14.7
< 1.0
0.026
22.1 '
157
< 0.10
05/22/2014
8.7
10.8
< 2.0
0.14
22.5
146
< 0.10
11/18/2014
28.7
12.1
< 2.0
< 0.020
21.9
161
< 0.10
05/13/2015
5.4
9.2
< 1.0
< 0.020
21.5
130
< 0.10.
Standards
10
250
''1
10
250
500
NL
d
P:\Clement Pappas\Reports\2015\May\Tables\June 2015_Historic Analytical Results Page 1 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
-
'
Sample bate
(min/dd/M)
.,ca
o
a
m
:O
(mg/L)
'O
(mg/L)
O
um
(CFUper100.mL),;
.�
Aa
z .
.(mg/L),
Y
=
r'n
.(mg/L)
.
I
�o,
N .
❑
�:
.(mg/L)
Co.
E
E.
(mg/L).
05/15/2002
2.9
15
< 1.1
0.42
1.1
< 40
< 0.10
11/05/2002
1.4
16
< 1.1
0.54
< 1.0
83
1.3
05/13/2003
4.6
17
< 1.1
0.65
2
1 56-
0.25
11/04/2003
19
22
< 1.1
0.23
< 5.0
1 58
< 0.10
05/05/2004
0.7
28
< 1.1
0.57
< 5.0
80
0.15
11/09/2004
1.2
34
< 1.1
0.24
< 5.0
130
< 0.10
05/17/2005
2.1
35
< 1.1
< 0.10
<. 5.0
110
< 0.10
11/03/2005
8.1
34
< 1.1
0.11
< 5.0
82
< 0.10
05/24/2006
7.8
34
< 1.1
< 0.10
< 5.0
120
< 2.5
11/09/2006
1.3
37
< 1.1
0.20
< 5.0
90
< 0.1
05/18/2007
1.7
42
< 1.0
0.16
< 5.0
1 130
< 0.10
11/13/2007
4:2
41.3
< 1.1
0.25
< 5.0
112
< 0.10
05/27/2008
6.7
14.3
< 1.1
0.21
< 5.0
168
0.17
11/18/2008
25.9
47.6
< 1.1
0.17
< 5.0
80.0
1 < 0.10
MW-5
. 05/28/2009
16.1
29.0
4.0
0.11
< 5.0
188
< 0.10
11/05/2009
4.7.
39.1
2.0
0.15
< 5.0
112
< 0.10
05/13/2010
3.2
43.0
23
0.17
< 5.0
147
< 0.10
11/08/2010,
13.8
43.7
200
< 0.10
< 5.0
113
< 0.10
05/17/2011
4:0
32.3
< 4.0
< 0.10
< 5.0
< 167
< 0.10
11/15/2011
3.0
52.6
120
< 0.20
< 5.0 1
165
< 0.10
05/17/2012
4.7
36.6
< 2.0
< 0.20
< 5.0
110
< 0.10
11/07/2012 _
4.1
61.1
< 10.0
0.12
< 2.0
139
< 0.10
05/16/2013
4.0
44.2
10
0.093
2.3
152
< 0.10
11/20/2013
4.2
64.6
1.0
0.19
< 2.0
162
< 0.10
05/22/2014
5.8
6.6
< 10.0
0.099
< 2.0
.110
< 0.10
11/18/2014 .
16.0
57.7
6.0
0.28
< 2.0 .
160
< 0.10
05/13/2015
21.0'
68.4
< 2.0
0.11
< 2.0
176
< 0.10
Standards
10
250
1
.10 1
250
500
NL
P:\Clement Pappas\Reports\2015\May\Tables\Iune 2015_Historic Analytical Results
Page 2 of 5

Table 1
'Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
Sample Date
(mm/dd/yyyy) ..
o
a
`m
o.
ti
:..
. (mg(.L)
o
_
(mg/L)
E
p
LL°'
. (CFU per 100 mL)
z
(rng/L) .
co
(mg/L)
y _
-
o
U)
V
:
o
N
N
9.
(mg/L)
.
C
E
<,
(mg/L)
05/15/2002
6.8
9.9
5.1
< 0.10
11
< 40
< 0.10
11/05/2002
3.9
4.6
< 1.1
0.49
9.8
51
2.5
05/13/2003
4.4
7.3
> 23.0
0.075
14
52
0.14
11/04/2003.
26
6.8
9.2
< 0.050
12
< 20
< 0.10
05/05/2004
1.8
6.7
1.1
< 0.10
11
58
0.13
11/09/2004
3.5
11
9.2
< 0.10
9.3
88
< 0.10
05/17/2005
2.4
7.4
< 1.1
< 0.10
8.7
1 50
< 0.10
11/03/2005
6.3
9.6
< 1.1
< 0.10
9.6
66
0.17
05/24/2006
7.4
10
< 1.1
< 0.10
9
54
< 0.10
11/09/2006
1.4
11
< 1.1
0.20
11
54
0.18
05/18/2007
. 3.9
9.4
< 1.0
< 0.10
9.1
58
0.12
11/13/2007
5.7
10.7
3.6
0.24
5.8
114
0.24
05/27/2008
10.9
5.4
< 1.1
< 0.10
15.3
92.0
< 0.10
11/18/2008
7.4
7.6
> 23
< 0.10
< 5.0
1 36.0
< 0.10
M W-6
05/28/2009
6.4
1 6.2
276
0.39
8.8
104
< 0.10
11/05/2009
6.4
< 5.0
30
0.10
9.3
52.0
< 0.10
05/13/2010
4.3
5.8
< 2.0
< 0.10
8.1
44.0
< 0.10
11/08/2010
16.5
5.0
7.0
1.5
9.3
48.0
-< 0.10
05/17/2011
6.2
9.4
< 2.0
< 0.10
6.8
60.0
< 0.10
11/15/2011
4.6
5.2
5.0
< 0.20
7.5
82.0
< 0.10
05/17/2012
21.6
8.1
28.0
< 0.20
8.8 1
52.0
< 0.10
11/07/2012
6.4
6.8
3.1
2 0.020
7.5
46.0
< 0.10
05/16/2013
7.5
5.4
12.1
0.048
9.4
62.0
< 0.10
11/20/2013
4.4
7.3
< 1.0
< 0,020
8.6
56.0
< 0.10
05/22/2014
4.6
4.5
1.0
< 0.020
10.1,
32.0
< 0.10
11/18/2014
16.3
6.9
13.0
0.078
9.8
49.0
< 0.10
05/13/2015
2.1
6.2
< 1.0
< 0.020
10.1
46.0
< 0.10
Standards
10 '
250
1
10 1
250
500
NL
P:\ClementPappas\Reports\2015\May\Tables\June 2015_HlstoricAnalytical Results Page 3 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name
Sample Date
(mm/dd/yyyy) . ,
r.
.o
a
to
(mg/L)
o
(mg/L)
O
LL.
(CFU per 100 MIL) .
Z.
(mg/L)
`°
r'n
.(mg/L)
9 .
-
o.
O,
W
y
(mg/L)
m
E
(mg/L).
05/15/2002
20
6.5
< 1.1
5.2
26
< 40
< 0.10
11/05/2002
16
3.3
< 1.1
1.3
1.1
68
1.4
05/13/2003
9.7
3.6
2.2
1.8
. 9.3
44
0.72
11/04/2003
19
6.1
< 1.1
0.72
< 5.0
< 2.0
< 0.10
05/05/2004
3.0
7.0
< 1.1
1.3
< 5.0
52
< 0.10
11/09/2004
2.2
5.1
51
1.9
< 5.0
62
< 0.10
05/17/2005
3.2
6.1
< 1.1
1.2
< 5.0
40
< 0.10
11/03/2005
7.7
6.1
< 1.1
0.99
< 5.0
58
0.10
05/24/2006
8.4
5.5
< 1.1
1.5
< 5.0
48
< 0.10
11/09/2006
1.9
7.0
< 1.1
1.1
6.7
38
< 0.10
MW 7
05/18/2007
3.6
8.6
< 1.0
2.2
5.9
70
< 0.10
11/13/2007
4.2
6.8
< 1.1
1.7
< 5.0
42.0
< 0.10
05/27/2008
7.6
11.5
< 1.1
2.2
6.9
88.0
< 0.10
11/18/2008
7.5
7.7
< 1.1
1.7
< 5.0
30.0
< 0.10
05/28/2009
23.4
9.8
< 4.0
2.3
< 5.0
336
1 < 0.10
11/05/2009
5.3
10.7
2.0
2.3
11.2
70.0
< 0.10
05/13/2010
4.6
11.0
< 2.0
2.5
< 5.0
71.0
< 0.10
11/08/2010
15.4
8.9
< 2.0
2.3
< 5.0
60.0
< 0.10
05/17/2011
6.0
11.6
< 2.0
5.3
7.6
103
< 0.10
11/15/2011
2.2
9.9
< 2.0
3.5
< 5.0
89.0
< 0.10
05/17/2012
4.4
10.9
< 2.0
3.8
< 5.0
67.0
< 0.10
11/07/2012
11.6
13.1
< 100
4.0
14.9
108.0
< 0.10
05/16/2013
12.8
17.1
< 1.0
10.5
28.3
252
< 0.10
11/20/2013
9.4
14.0
< 1.0
5.5
3.5
< 250
< 0.10
MW-7R
05/22/2014
8.9
13.1
<10,000
5.7
4.0 ,
93.0
<0.10
11/18/2014
19.1
16.0
< 20.0
7.1
4.4
93.0.
<.0.10
05/13/2015
8.5
17.0
< 2.0
9.300
3.7
125.0
< 0.10
Standards
10
250
1
10 1
250
500 1
NL
P:\Clement Pappas\Reports\2015\May\Tables\lune 2015_Historic Analytical Results Page 4 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
Sample
Name .
Sample Date
(mm/cid/yyyy)
C "
a
m
. (mg/L)
o
(mg/L)
4-
ri
(CFU per 100 mL)
Z .
(mg(L)
r'n
. (mg/L)
N _
D
)
N
�;
(mg/L)
E
(mg/L)
05/15/2002
6.8
8.7
< 1.1
< 0.10
9.1
64
< 0.10
11/05/2002
4.8
9.8
< 1.1
0.16
7
100
0.57
05/13/2003
5.5
3.3
2.2
1.4
9.4
64
0.41
11/04/2003
27
8.1
6.9
< 0.050
13
54
< 0.10
05/05/2004 .
3.0
7.4.
< 1.1
0.24
9.8
140
< 0.10
11/09/2004
3.7
6.7
> 23
0.79
6.8
120
< 0.10
05/17/2005
3.8
8.3
1 < 1.1
0.61
6.4
88
< 0.10
11/03/2005
7.1
L 11
< 1.1
0.95
8.4
100
< 0.10
05/24/2006
15
10
< 1.1
0.39
8.1 ,
130
< 0.10
11/09/2006
4.7
12
< 1.1
0.97
7.7
96
< 0.10
05/18/2007
5.0
15
< 1.0
3.0
13
290
< 0.10
11/13/2007
8.3
19.6
< 1.1
0.97
26.6
154
< 0.10
05/27/2008
12.4
20.0
< 1.1
0.55
35.8
184
< 0.10
MW 8
11/18/2008
.14.4
17.2 ,
2.2
< 0.10
21.5
118
< 0.10
05/28/2009
6.2 1
24.9
240
0.74 1
24.9
- 192
< 0.10
11/05/2009
10.8
15.4
50
0.54
18.4
114
< 0.10
05/13/2010
10.8
14.7
< 2.0
1.1
24.1
106
< 0.10
11/08/2010
23.2
24.3
200
< 0.10
26.3
173
< 0.10
05/17/2011
10
16.9
10.0
12.2
16.1
232
< 0.10
11/15/2011
8.0
26.6
< 2.0
3.7
.20.2
232
< 0.10
05/17/2012
14.4
24.8
12.0
8.0
22.9
356
< 0.10
11/07/2012
24.8
26.3
< 100
1.9
28.3 1
324
< 0.10
05/16/2013
15.8 '
8.8
10.9
6.8
13.4
248
< 0.10
11/20/2013
21.0 1
15.4
< 1.0
1.3
24.3
342
< 0.10
05/22/2014
17.6
14.5
< 10.0
0.61
17.8
352
< 0.10
11/18/2014
54.0
16.4
< 4.0
1.1
13.2
421
< 0.10
05/13/2015 1.
19.7 .
18.3
< 2.0
9.7
12.2
454 1
< 0.10
MW-9
05/13/2015 1
2.2 1
12.4 1
< 2.0
1.0
5.5 1
94.0
< 0.10
Standards
10
250
1
10
250
500
NL
Notes:
1, mg/L = milligrams per liter.
2. mL = milliliters.
3. CFU = Coliform forming units.
4. Standards from North Carolina Administrative Code, Title 15A, Subchapter 2L April 1, 2013, except
Total Organic Carbon and Fecal Coliform. Total Organic Carbon standard from Spray Irrigation
Permit Number W00004797. Fecal Coliform standard is 2L standard for Total Coliform.
5. Numbers in bold Indicate concentration equal to or above the respective standard. "
6. NL indicates that no standard limit is set
7 °<° means less than laboratory method reporting limit
8. Fecal coliform samples for MW-7 and MW-8 were resampled on May 21, 2010 due to a lab error.
P:\Clement Pappas\Reports\2015\May\Tables\lu6e 2015_Historic Analytical Results Page 5 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
(mm/dd/yyyy)
Depth to
Groundwater
(ft BTOC)
Top of Casing
Elevation
(feet)
Top of CasingGroundwater
Height Above
Ground Surface
(feet)
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
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 1
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
P:\Clement Pappas\Reports\2015\May\Tables\Table 2 Historic GW Elev Page 1 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
=
Date Measured
(mmjdd/yyyy)
Depth to .
Groundwater
(ft BTOC)
Top of Casing
Elevation
(feet)
Top of casing
Height Above
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
J-1/04/2003
9.92
2086.40
3.00.
2076.48
05/05/2004
8.75
2086.40
3.00
2077.65
11/09/2004
8.50
.2086.40
3.00
2077.90
-05/17/2005
8.87
2086.40
3.00
2077.53
11/03/2005
9.70
2086.40
3.00
2076.70
05/24/2006
9.34
2086.40
3.00
2077.06
11/09/2006
8.39 ..
2086.40
3.00
.2078.01
05/18/2007
9.16
2086.40
3.00
2077.24
11/13/2007
11.00
2086.40
3.00
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
2086.40
3.00
2077.53
11/08/2010
10.24
2086.40
3.00
2076.16
05/17/2011
8.99
2086.40
3.00
2077.41
11/15/2011
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
2085.60
3.00
2076.27
05/22/2014
8.57
2085.60
3.00
2077.03
11/18/2014
9.04
2085.60
3.00
2076. 66
05/13/2015
8.92
2085.60
3.00
2076.68
P:\Clement Pappas\Reports\2015\May\Tables\Ta6le 2 Historic GW Elev Page 2 of 5

Table 2
Current and Historical Groundwater Elevation Measurements .
Clement Pappas
Hendersonville, North Carolina
Well Identifcation,
Date Measured
(min/dd/yyyy)
Depth to
Groundwater
(ftBTOC)
Top of Casing
Elevation
-(feet)
Top of casing
Height Above
Ground Surface
(feet)
Groundwater
Elevation'
(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
3.00
2056.27
11/05/2009
5.74
2061.90
3.00
2056.16
05/13/2010
.5.90
2061.90
3.00
2056.00
11/08/2010
5.99
2061.90
3.00
2055.91
05/17/2011
5.85
2061.90
3.00
2056.05
11/15/2011
6.14
2061.90
3.00
2055.76
05/17/2012
5.87
2061.90
3.00
2056.03 ,
11/07/2012
6.05
2061.17
3.00
2055.12
05/16/2013
5.84
2061.17
3.00
2055.33
11/20/2013
5.96
2061.17
3.00
2055.21
05/22/2014
5.96
2061.17
3.00.
2055.21
11/18/2014
5.82
2061.17
3.00
2055.35
05/13/2015
6.05
2061.17
3.00
2055.12
P:\Clement Pappas\Reports\2015\May\Tables\Table 2 Historic GV4 Elev Page 3 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
(mm/ddjyyyy)
Depth to
Groundwater
(f# BTOG)
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
11.43
2062.70
3.00
2051.27
05/17/2012
8.91
2062.70
3.00
2053.79
MW-7R
11/07/2012
12.02
2062.86
3.00
2050.84
05/16/2013
10.29
2062.86
3.00
2052.57
11/20/2013
11.69
2062.86
3.00
2051.17
05/22/2014
11.38
2062.86
3.00
2051.48
11/18/2014
11.25
2062.86
3.00
2051.61
05/13/2015
11.94
2062.86
3.00
2050.92
P:\Clement Pappas\Reports\2015\May\Tables\Table 2 Historic GW Elev
Page 4 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification -
Date Measured
(mm/dd/yyyy)
Depth to
-
Groundwater
(ft BTOC)
Top of Casing
- :. -
Elevation
(feet)
Top of Casing
Height Above
Ground Surface
(feet)
droundwater
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
MW-9
05/13/2015
6.03
2060.23
1.44
2054.20
Notes:
1. ft BTOC = feet below top of well casing.
2. MW-5 through MW-8 Top of Casing Elevations based upon a survey by Hill and Associates Surveyors
dated January 10, 2002 through May 2012.
3. MW-2R and MW-4 Top of Casing Elevations based upon differential level measurements made by
Altamont Environmental, Inc. on June 26, 2006 through May 2012.
.4. Measurements were taken from the Top of Casing. Top of Casing Heights are given for reference only. .
5. Groundwater Elevations =-Top of Casing Elevation minus Depth to Groundwater.
6. The Top of Casing elevations for the monitoring wells were resurveyed on November 21, 2012
by Wes Cole Land Surveying.
7. The Top. of Casing elevations for MW-9 surveyed on May 29, 2015
by Wes Cole Land Surveying.'
P:\Clement Pappas\Reports\2015\May\Tables\Table 2 Historic GW Elev Page 5 of 5

aceAnalytical
www.pacelabs.com
May 20, 2015
Mr. Seth Goad
Altamont Environmental
231 Haywood St.
Asheville, NC 28801
RE: Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Mr. Goad:
Enclosed are the analytical results for sample(s) received by the laboratory on May 13, 2015. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical. Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to.contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
c REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
�►�qe without the written consent of Pace Analytical Services, Inc..
�Ri
Page 1 of 22

Pace Analytical Services, Inc.
aceftlXical ® hevi Riverside 04
Asheville, NC 28804
www..pacelabs.com [phone]
CERTIFICATIONS
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804 North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648 South. Carolina Certification #: 99030001
Massachusetts Certification #: M-NC030 West Virginia Certification #: 356
North Carolina Drinking Water Certification #: 37712 MrginiaNELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 22

aceAnalj cal
www.pacelabs.com
SAMPLE ANALYTE COUNT
Project: Clement Pappas 2081.01
Pace Project No.: 9224.9618
Lab ID Sample ID
92249618001 MW 4
92249618002 MW-5
92249618003 MW-6
92249618004 MW-7R
92249618005 MW-8
92249618006 MW-9
Method
SM 2540C
SM 9222D
EPA 300.0
EPA 350.1
EPA 353.2
SM 4500-CI-E
SM 5310B
-SM 2540C
SM 9222D
EPA 300.0
EPA 350.1
EPA 353.2
SM 4500-CI-E
SM 5310B
SM 2540C
SM 9222D
EPA 300.0
EPA 350.1
EPA 353.2
SM 4500-CI-E
SM 5310E
SM 2540C
SM 9222D
EPA 300.0
EPA 350.1
EPA 353.2
SM 4506-CI-E
SM 5310B
SM 2540C
SM 9222D
EPA 300.0
EPA 350.1 .
EPA 353.2
SM 4500-CI-E
SM 5310B
SM 2540C
SM 9222D
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, .
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analytes
Analysts
Reported
Laboratory
WRC
1
PASI-A
MLS
1
PASI-A
AES2
1
PASI-A
MAB
1
PASI-A
DMN
1
PASI-A
SER
1
PASI-A
AES2
1
PASI-A
WRC
1
PASI-A
MLS
1
PASI-A .
AES2
1
PASI-A
MAB
1
PASI-A
DMN
1
PASI-A
SER
1
PASI-A
AES2
1
PASI-A
WRC
1'
PASI-A
MLS
1
PASI-A
AES2
1
PASI-A
MAB
1.
PASI-A '
DMN
1
PASI-A
SER
1
PASI-A
AES2
1
PASI-A
WRC
1
PASI-A
MLS
1
PASI-A
AES2
1
PASI-A
MAB
1
PASI-A
DMN
1
PASI-A
SER
1
PASI-A
AES2
1
PASI-A
WRC
1
PASI-A
MLS
1
PASI-A
AES2
1
PASI-A
MAB
1
PASI-A
DMN
1
PASI-A
SER
1
PASI-A
AES2
1
PASI-A
WRC
1
PASI-A
MLS
1
PASI-A
Page 3 of 22
1

aceAnaljdical
www..pacelabs.com
Project: Clement Pappas 2081.01
Pace Project No.:. 92249618
Lab ID
Sample ID
SAMPLE ANALYTE COUNT
Method
EPA 300.0
EPA 350.1
EPA 353.2
SM 4500-CI-E
SM 5310B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analysts
Analytes
Reported
Laboratory
AES2
1
PASI-A
MAB
1
PASI-A
DMN
1
PASI-A
SER
1
PASI-A
AES2
1
PASI-A
Page 4 of 22

aceAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr. .
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Clement Pappas
2081.01
Pace Project No.: 92249618
Sample: MW-4
Lab ID: 92249618001 Collected:
05/13/15 12:53
Received: 05/13/15 14:00 Matrix: Water
Parameters
Results Units - Report Limit
DF
Prepared Analyzed CAS No. Qua[
2540C.Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
130 mg/L
25.0
1
05/18/15 12:43
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
1.0
1
05/13/15 17:30
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
21.5 mg/L
2.0
.1
05/14/15 00:05 14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/14M512:36 7664-41-7
. 353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
0.020
1
05/13/15 17:45
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
9.2 mg/L
1.0
1
06/19/15 03:42 16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
5.4 mg/L
1.0
1
05/15/15 02:51 7440-44-0
Date: 05/20/2015 02:23 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 5 of 22

aceAnalytical
www..pacelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-5
Lab ID: 92249618002 Collected:
05/13/15 11:15
Received: 05/13/15 14:00 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua]
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
176 mg/L
25.0
1
05/18/15 12:44
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
2.0
2
05/13/15 16:45
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND . mg/L
2.0
1
05/14/15 00:45
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/14/15 12:38
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.11 mg/L
0.020
1
05/13/15 17:43
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
68.4 mg/L
5.0
5
05/19/15 04:34
16887-00-6
5310B TOC
Analytical Method: SM 5310B
_
Total Organic Carbon
21.0 - mg/L
1.0.
1
05/15/15 03:18
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc.:
Page 6 of 22.

Pace Analytical Services, Inc.
p r1 g
® 2225 Riverside Dr.
aceAnalXkal Asheville, NC 28804
www.paWabsxam [phone]
ANALYTICAL RESULTS
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Sample: MW-6
Lab ID: 92249618003 Collected:
05/13/15 11:50
Received: 05/13/15 14:00 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua[
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
46.0 mg/L
25.0
1
05/18/15 12:44
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Col[forms
ND CFU/100 mL
1.0
1
05/13/15 16:45
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
10.1 mg/L
2.0
1
05/14/15 00:59
14808-79-8
360.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
'1
05/14/15 12:38
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
0.020
1
05/13/15 17:44
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
6.2 mg/L
1.0
1
05/19/15 03:44
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
2.1 mg/L
1.0
1 ,
05/15/15 03:32
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: '05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc..
Page 7 of 22

lac6Ma0cal
wwv,,.pacelabs.crom
ANALYTICAL RESULTS
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-7R
Lab ID: 92249618004 Collected:
05/13/15 10:40
Received: 05/13/15 14:00 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
125 mg/L
25.0
1
05/18/15 12:45
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
2.0
2
05/13/15 16:45
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
3.7 mg/L
2.0
1
05/14/15 01:13
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/14/15 12:41
7664-41-7
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
9.3 mg/L
0.060
3
05/13/15 17:50
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
17.0 mg/L
1.0
1
05/19/15 03:44
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
8.5 mg/L
1.0
1
05/15/15 03:45
744044-0
Date: 05/20/2015 02:23 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 8 of 22

aceAnalytical
www.pacelabs.corn
ANALYTICAL RESULTS
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
. 2225 Riverside Dr.
Asheville, Nd 28804
[phone]
Sample: MW-8
Lab ID: 92249618005 Collected:
05/13/15 10:00
Received: 05/13/15 14:00 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
454 mg/L
25.0
1
05/18/15 12:45
MBIO,9222D Fecal ColiformAVL
Analytical Method: SM 9222D_
Fecal Coliforms
ND CFU/100 mL
2.0
2
05/13/15 16:45
300.01C Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
12.2 mg/L
2.0
1
05/14/15 01:26
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/14/15 12:42
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
9.7 mg/L
0.10
6
05/13/15 17:49
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
18.3 mg/L
1.0
1
05/19/15 03:45
16887-00-6
531OB TOC
Analytical Method: SM 5310B
Total Organic Carbon
19.7 mg/L
1.0
1
05/15/15 04:33
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the wFitten consent of Pace Analytical Services, Inc.. Page 9 of 22

aceAnalXical
www..pacelabs.com
ANALYTICAL RESULTS
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: MW-9
Lab ID: 92249618006 Collected:
05/13/15 13:05
Received: 05/13/15 14:00 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qua[
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
94.0 mg/L
25.0
1
05/18/15 12:45
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
ND CFU/100 mL
2.0
2
05/13/15 17:30
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
-
Sulfate
5.5 mg/L
2.0
1
05/14/15 01:40
14808-79-8
350.1 Ammonia
Analytical Method: EPA 350.1
Nitrogen, Ammonia
ND mg/L
0.10
1
05/14/15 12:43
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
1.0 mg/L
0.020
1
05/13/15 17:46
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
12.4 mg/L
1.0
1
05/19/15 03:46
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
2.2 mg/L
1.0
1
05/15/15 04:46
7440-44-0
Date: 05/20/2015 02:23 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 10 of 22

Pace Analytical Services, Inc.
®
aceAnalytical
2225 Riverside Dr.
'Asheville, NC 28804
www.pacelybs.com
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
QC Batch: WET/37518
Analysis Method: SM 2540C
QC Batch Method: SM 2540C
Analysis Description: 2540C.Total Dissolved Solids
Associated Lab Samples:.. 92249618001, 92249618002,
92249618003, 92249618004, 92249618005, 92249618006
METHOD BLANK: 1461617
Matrix: Water _
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Total Dissolved Solids mg/L
ND 25.0 05/18/15.12:42
LABORATORY CONTROL SAMPLE: 1461618
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids mg/L
250 242 97 90-110
SAMPLE DUPLICATE: 1461619
-
92249550003 Dup
Parameter Units
Result Result RPD Qualifiers
Total Dissolved Solids mg/L
160 163 2
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This. report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc.. Page 11 of 22

aceAnalXical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
QC Batch: WET/37437 Analysis Method: SM 9222D
QC Batch Method: SM 9222D Analysis Description:. 9222D MBIO Fecal Coliform -AVL
Associated Lab Samples: 92249618002, 92249618003, 92249618004, 92249618005
METHOD BLANK: 1458012 Matrix: Water
Associated Lab Samples: 92249618002, 92249618003, 92249618004, 92249618005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 05/13/15 16:45
SAMPLE DUPLICATE: 1458013
Parameter Units
Fecal Coliforms CFU/100 mL
92249618005 Dup
Result Result
ND' ND
RPD Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented on this page are in the units indicated by the "Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc..
Page 12. of 22

aceAnalytical
www.pacelabs.com
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
QC Batch: WET/37474
QC Batch Method: SM 9222D
Associated Lab Samples: 92249618001, 92249618006
METHOD BLANK: 1459448
Associated Lab Samples: 92249618001, 92249618006
Parameter Units
Fecal Coliforms CFU/100 mL
SAMPLE DUPLICATE: 1459449
Parameter
Fecal' Coliforms
QUALITY CONTROL DATA
Analysis Method: SM 9222D
Analysis Description: 9222D MBIO Fecal Coliform -AVL
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 1.0 05/13/1517:30
92249766001
Units Result
CFU/100 mL 4.0
Dup
Result RPD Qualifiers
ND
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc.. Page 13 of 22

aceAnaIXical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
QC Batch: WETA/22911 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
METHOD BLANK: 1458189 Matrix: Water
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfate mg/L ND 2.0 05/13/1519:20
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1458190
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec .Limits Qualifiers
Sulfate mg/L 20 18.8 94 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1458191 1458192
MS MSD
92249468001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Cone. Cone. Result Result % Rec % Rec Limits RPD Qual
Sulfate mg/L ND 20 20 20.2 20.3 93 94 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1458193 1458194
MS MSD
92249331001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua]
Sulfate mg/L 3.5 20 20 21.7 21.8 91 91 90-110 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc..
Page 14 of 22

aceAnalytical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
2225. Riverside Dr.
Asheville, NC 28804
(82B)254-7176
QC Batch: WETA/22919 Analysis Method: EPA 350.1
QC Batch Method: EPA 350.1 Analysis Description: _ 350.1 Ammonia
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
METHOD BLANK: 1458625 Matrix: Water
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Ammonia mg/LI ND 0.10 05/14/15 12:31
LABORATORY CONTROL SAMPLE: 1458626
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L 5 4.9 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1458627 1458628
MS MSD
92249706001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc.- Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 5.5 5.5 108 109 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1458666 1458667
MS MSD
92249509002 . Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec. Limits RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 5.4 5.4 108 108 90-110 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc.. Page 15 of 22

Pace Analytical Services, Inc.
®
aceAnalytical
2225 Riverside Dr.
Asheville, NC 28804
www..pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
QC Batch: WETA/22909
Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2
Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92249618001, 92249618002,
92249618003, 92249618004, 92249618005, 92249618006
METHOD BLANK: 1458100
Matrix: Water
Associated Lab Samples: 92249618001, 92249618002,
92249618003, 92249618004, 92249618005, 92249618006
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L
ND 0.020 05/13/15 17:15
LABORATORY CONTROL SAMPLE: 1458101
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: 1458102 1458103
MS MSD
92249646001
Spike Spike MS MSD MS MSD
% Rec
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec
Limits RPD Qual
Nitrogen, Nitrate mg/L ND
2.5 2.5 2.5 2.5 100 99
90-110 ' 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1458104 1458105
MS MSD
92249646002
Spike Spike MS MSD MS MSD
% Rec
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec
Limits RPD Qua]
Nitrogen, Nitrate mg/L 0.016J
2.5 2.5 2.6 2.6 102 102
90-110 0
Results presented on this page are in the units indicated by the "Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc..
Page 16 of 22

aceAnaljftal
www.pacelabs.com
QUALITY CONTROL DATA
Project:. Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: WETA/22935
Analysis Method: SM 4500-CI-E
QC Batch Method: SM.4500-CI-E
Analysis Description: 4500 Chloride
Associated Lab Samples: • 92249618001, 92249618002, 92249618003, 92249618004, 62249618005, 92249618006
METHOD BLANK: 1460057
Matrix: Water
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
Blank Reporting
Parameter
Units
Result Limit Analyzed Qualifiers
Chloride
mg/L
ND 1.0 05/19/15 03:33
LABORATORY CONTROL SAMPLE:
1460058
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits . Qualifiers
Chloride
mg/L
20 19.9 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1460059 .
1460060
MS
.MSD
92249278001 Spike
Spike
. MS
MSD
MS
MSD
% Rec
Parameter Units Result Conc.
Conc. '
Result
Result
% Rec
% Rec
Limits
RPD Qual
Chloride mg/L 3.4 20
20
24.8
24.5
107
106
90-110
1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1460061
1460062
MS
MSD
92249539003 Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units Result Conc.
Conc.
Result
Result.
% Rec
% Rec
Limits
RPD Qual
Chloride mg/L 59.0 200
200
271
271
106
106
90-110
0
Results presented on this page are In the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc..
Page 17 of 22

aceAnaIXical
www..paMabs.com
QUALITY CONTROL DATA
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
QC Batch: WETA122930 Analysis Method: SM 5310B
QC Batch Method: SM 5310B Analysis Description: 5310B TOC
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
METHOD BLANK: 1459939 Matrix: Water
Associated Lab Samples: 92249618001, 92249618002, 92249618003, 92249618004, 92249618005, 92249618006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mg/L ND 1.0 05/14/15 23:45
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1459940
Spike LCS LCS % Rec .
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Organic Carbon mg/L 25 24.4 98 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1459941 1459942
MS MSD
92249331001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result . % Rec % Rec Limits RPD Qua]
Total Organic Carbon mg/L 1.5 25 25 27.0 26.7 102 101 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1459943 1459944
MS MSD
92249618001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qua]
Total Organic Carbon mg/L 5.4 25 25 30.3 30.4 100 100 90-110 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc..
Page 18 of 22

aceAnalytical
www.pacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALIFIERS
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S -Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery, and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up .
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4'for the analysis ofAcrolein and Acrylonitdle by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
.REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,.
Date; 05/20/2015 02:23 PM without the written consent of Pace Analytical Services, Inc.. Page 19 of 22

aceAnalytical
ww .pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Clement Pappas 2081.01
Pace Project No.: 92249618
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92249618001
MW-4
SM 2540C
WET/37518
92249618002
MW-5
SM 2540C
WET/37518
92249618003
MW-6
SM 2540C
WET/37518
92249618004
MW-711
SM 2540C
WET/37518
92249618005
MW-8
SM 2540C
WET/37518
92249618006
MW-9
SM 2540C
WET/37518
92249618001
MW-4
SM 9222D
WET/37474
92249618002
MW-5
SM 9222D
WET/37437
92249618003
MW-6
SM 9222D
WET/37437
92249618004
MW 7R
SM 9222D
WET/37437
92249618005
MW-8
SM 9222D
WET/37437
92249618006
MW-9
SM 9222D
WET/37474
92249618001
MW-4
EPA 300.0
WETA/22911
92249618002
MW-5
EPA 300.0
WETA/22911
92249618003
MW-6
EPA 300.0
WETA/22911
92249618004
MW-711
EPA 300.0
WETA/22911
92249618005
MW-8
EPA 300.0
WETA/22911
92249618006
MW-9
EPA 300.0
WETA/22911
92249618001
MW-4
EPA 350.1
WETA/22919
92249618002
MW-5
EPA 350.1
WETA/22919
92249618003
MW-6
EPA 350.1
WETA/22919
92249618004
MW-7R
EPA 350.1
WETA/22919
92249618005
MW-8
EPA 350.1
WETA/22919
92249618006
MW-9
EPA 350.1
WETA/22919
92249618001
MW-4
EPA 353.2
WETA/22909
92249618002
MW 5
EPA 353.2
WETA/22909
92249618003
MW-6
EPA 353.2
WETA/22909
92249618004
MW-7R
EPA 353.2
WETA/22909
92249618006
MW-8
EPA 353.2
WETA/22909
92249618006
MW-9
EPA 353.2
WETA/22909
92249618001
MW-4
SM 4500-CI-E
WETA/22935
92249618002
MW-5
SM 4500-CI-E
WETA/22935
92249618003
MW-6
SM 4500-CI-E
WETA/22935
92249618004
MW-7R
SM 4500-CI-E
WETA/22935
92249618005
MW-8
SM 4500-CI-E
WETA/22935
92249618006
MW-9
SM 4500-CI-E
WETA/22935
92249618001
I
MW-4
SM 5310B
WETA/22930
92249618002
MW-5
SM 5310B
WETA/22930
92249618003
MW-6
SM 5310B
WETA/22930
92249618004
MW-711
SM 5310B
WETA/22930
92249618005
MW-8
SM 5310E
WETA/22930
92249618006
MW-9
SM 5310B
WETA/22930
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/20/2015 02:23 PMwithout the written consent of Pace Analytical Services, Inc..
Analytical
Batch
Page 20 of 22

•
CHAIN -OF -CUSTODY / Analytical .Request Document
I
/,FaceAnao,01
The Chain -of -Custody is a
LEGAL DOCUMENT. All relevant fields must be completed accurately.
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Section A
Required Client Information:
.Section.B
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Invoice Information•
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Attention
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Copy -To:
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REGUILATORY.AGENCY:.
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Email To:..
Purchase Order No.:
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Requested Duo,DatefTAT:
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STATE:
Requested.-Anatysis:Fittered
(YIN).
Sectfon.D Matrix Codes
R imd¢aant Information
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'MATRIX /
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Drinking Waler —DVII
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ADDITIONAL COMMENTS RELINQUISH,ED,BY,rAFFfLlATION,:. DATE; TIME ACCEPI
&tdzksm5 3
ORIGINALSAMPLER NAMEAND;SIGNATURE.
.. PRINT Name of SAMPLER:
SIGNATURE of.SAMPLER:
Important Plato; By signing This form you artf accepting Pace's NET 30 day payment terns andagreeing to `ate charges'of 1:SY. per month for Invoirss not'paid *lhin 30 days.
fi
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I' DATE;,, 'TIME ; SAMPLE CONDITIONS
V.. o u
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F-ALL-0-020rev.07,15=May-2007

Document Name: SaO
mple;Condition Upon
Document Revised: June 10, 2014
acmnalyticd"
Receipt SCUR
Page 1 of 2
-Document No.;
Issuing Authorities:
F-)ASV-CS- 003-rev.14
Pace AshevilleQuality Office
Client Name., mct�
Courier (Circle): Fed Ex UPS USPS Fc�liie)nt Commercial Pace Other
Custody Seal on CooledBox Present: [] yes
�eats intact:. [:]'yes � .no
Packing Material: Bubb alllrap., �� Bubble Bags Other
Thermometer Used: IR=4# 13 265963 Type of Ice Wet Blue None Samples on lce; cooling process has begun
IR Gun #4 SN:140290365 Other:
Temn Correction Factor: Add / Subtract - 0 : O C
Corrected Cooler Temp.: . 3 C
Temp should be above freezing to 6°C.
Biologlcal Tissue Is Frozen: Yes No N/A
Comments:
Date and In tals 9 perso exa Ining
contents: f ! ,
Chain of Custody Present:
es ❑No
❑NiA
.1. .
Chain of Custody Filled Out:
a ❑No
. ❑NIA
2.
Chain of Custody Relinquished:.
Y No.
❑NAA
38-.
Sam ler Name &. Signature on COC:
IfONO
❑N/A
4.
Samples Arrived within Hold Time:
❑Ye . ❑No
❑N/A
5.
Short Hold Time Analysis (42hr):
Yes' o IA
6:
Rush Turn Around Tlme Requested:
❑Yes o
❑N/A
7.
Sufficient Volume:
V es No
INIA
8.
Correct Containers Used:
-Pace Containers Used:
v�❑No
❑YYes . No ,
❑N/A
❑NIA
9.
Containers Intact:
es ❑No
ONIA
40.
Filtered volume received for Dissolved tests
❑Yes No
14WA
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:
es ❑No
❑N/A
12.
A[I containers needing preservation have been checked..
Lion are found to be in❑No
compliance with EPA;n atlon.
All containers needinffpi�Tc!c.
exceptions: VOA, colif O , WI•DRO (water)
es [IN, ❑NIA
'❑N/A
Yes iVo
13.
Samples checked o echlodnation:
Ej es ❑No
N/A
14.
Headspace In -VOA -Vials (>6mm):
❑Yes .1121N.
KIN/A
15.
Trip• Blank Present:
Trip Blank Custody Seals Present
Pace.Tep Blank Lot #.(If purchased),
❑YesZo
❑Yes �❑NIA
❑N/A
16.
Client Notification/ Resolution: Field Data Required? Y I N
Person Contacted: DateMme:
Comments/ Resolution:
SCURF Review: Date: 5 3 1.
WO# : 92249618
SRFRevlm Date:
Note: Whenever there is -a'discrepancy affecting North Carolina II II' II I I' II I II�11 �II
compliance samples, a copy of this 'form will be sent to the North 82249618
Carolina DEHNR Cerlification Office ( Le out of hold, incorrect
preservative, out of temp, incorrect containers)
of

r 9900 MIKE=
231 HAYWOOD STREET. ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.5a51
W W W. A LTA MON TENV IRON MENT AL. G*M
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081.01
SAMPLING PERSONNEL: SG/MF
DATE: 5/13/2015
WEATHER: SullL�- f5
SAMPLETIME: 1252
WELL NUMBER:
WELL DIAMETER: 2'
TYPE OF CASING: Q.0 G
MEASURING POINT: -ro G
FLUSH MOUNT STICK U
COMMENTS:
WELL DEPTH IN FEET (WD): t I,Gn
WATER LEVEL IN FEEL' (WL).
LENGTH OF WATER COLUMN: FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: ' U GALLONS
(LWC) x (WCV) p
THREE CASING VOLUMES:—� ` GALLONS
ACTUAL VOLUME PURGED: G C.> GALLONS
1- = 0.041 GaV/
WELL CASING VOLUMES (WCV)
7 GWFt 3' = 0.38 GaII/Ft 4" = 0.66 Gal/Ft 6' =1.5 Gal/Ft 8• = 2.6 GaII/Ft
-
12' = 5.8 GaII/Ft
PURGE METHOD: AILER-DIS _ BAILER TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
LER-DISP BAILER TEFLON DEDICATED
PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
GALLONS
PURGED
TEMP
(°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
1
1236
1
15,424
2l3
_oo
2
12y�L,
02
3
•
4
cZ
Z(Z
1l .r
.
• .
5
6
7
8
9
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
&
�42 5AWt
'F�js
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING: OV PAD:_W_LOC : VEGETATION:_Dk__ ACCESS:
Sampling Personnei Signature:y
um /'. W!, Date: 5/13/2015
Notes: °C= degrees Celsius
/
pS/cm = microSiemen per centimeter
J/
mg/L= milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:1Templates%GW Drilling Forms\Well Sampling Log.xls Page 1 of 9

231 HAYWOOD STREET, ASHEVILLE. NC 28801
TEL.[phone] FAC.828.281.3351
WWW. ALTA MONT£NY I R ONM£NT AL.U0 M' '
Well Sampling Log
PROJECT NAME., Clement Pappas
PROJECT NUMBER: 2081.01
SAMPLING PERSONNEL: SG/MF
DATE: 5/13/2015
WEATHER:
SAMPLE TIME:
WELL NUMBER: >(��={j
WELL DIAMETER: Z`'
TYPE OF CASING: yuc.
MEASURING POINT: !(
FLUSH MOUNT CI
COMMENTS: —J
WELL DEPTH IN FEET (WD): 1A.1ol)
WATER LEVEL IN FEET (WL): BAL
LENGTH OF WATER COLUMN :�— FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: I .LS GALLONS
(I -WC) x (WCV)
THREE CASING VOLUMES: GALLONS
ACTUAL VOLUME PURGED: S I GALLONS
WELL CASING VOLUMES (WCV)
r. = 0.041 Gal/Ft ' = 0.17 Gal/Ft 3' = 0.38 GaII/Ft 4' = 0.66 GaII/Ft F =1.5 Gal/Ft 8' = 2.6 GaVFt
12' = 5.8 Gal/Ft
PURGE METHOD: A ER-DIS BAILER TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER: '
SAMPLE METHOD:
- IS . BAILER-TEFLON DEDICATED
PUMP WHALE PUMP GRUNDFOS OTHER:
'READING
TIME
XIALLOW
PURGED
TEMP
(°C)
SPECIFIC
COND.
-(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
1
v;
+ '..' c
1
ft
(o.' 1
5.33
7181.1
2
0.
1.
12,
Z0'4
35.
2:
,31.9-
3
1100
3.S
12.d4
G.13
.q•L
30o.z
4
11> �
5.?,S
12.55
- 213
£i, (0Z
5
6
7
•.g
9
.10
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC '
250 rn
47;
•�,
1.25 mL PLASTIC .
40 mL GLASS
Tb C,
1 LGLASS
OTHER
PROTECTIVE CASING: OIL PAD: OIL LOCK: 111E VE ETATION: b V- ACCESS: Ge , —
Sampling Personnel Signature:
Date: 5/13/2015
Notes: °C =degrees Celsius
VS/cm = microSlemen per centimeter
mg/L = milligrams per liter
S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units,
Samples are analyzed immediately upon collection.
PATemplates1GW Drilling FormslWell Sampling Log.xls Page 1 of 1

281 HAYWOOD STREET. ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
IN WV ; ALTA MONTZHIP I RONNE54TAL-00N
Well Sampling Log
PROJECT NAME: Clement Pappas DATE: 5/13/2015
PROJECT NUMBER: 2081.01 WEATHER:
SAMPLING PERSONNEL: SG/MF SAMPLE TIME.
WELL NUMBER:-
WELL DIAMETER: 2 "
TYPE OF CASING: Vyc-
MEASURING POINT: pL
FLUSH MOUNT
COMMENTS:
WELL DEPTH IN FEET (WD):
WATER LEVEL IN FEET (WL): f' • 0 /S
LENGTH OF WATER COLUMN: 5,PI FEET
(WD) - (WL) = (LWC)
ONE CASING VOLUME: Ua • GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES: GALLONS
ACT UAL VOLUME PURGED: 3,0 GALLONS
'WELL CASING VOLUMES (WCV) '
1' = 0.041 Gal/Ft 2T = 0.17 GaVFt T = 0.38 Gal/Ft 4' = 0.66 Gal/Ft 6' =1.5 GaII/Ft 8" = 2.6 Gal/Ft
IT = 5.8 Gal/Ft
PURGE METHOD: ER- D
. BAILER TEFLON 'DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLEMETHOD:
EER-
. BAILER-TEFLON DEDICATED
PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
NS
PURGED
TEMP
{°C)
SPECIFIC
COND.
(VS/cm)
DISSOLVED
OXYGEN
(mg/L)
p.H
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
z
3
1� �
2-6
2
-�3
SI
-s.
�g.g
4
15-0
3
2
L1 - t
5
6
8
9
-
10
SAMPLING CONTAINER
NUMBER OF CONTAINERS,
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mLGLASS
e-
1 L GLASS
OTHER
PROTECTIVE CASING: 01. PAD: Cy. LOCK: !Tq ETAT10N:0' _ACCESS:
Sampling Personnel Signature:W
Date: 5/13/2015
VA
Notes: °C = degrees Celsius
pS/cm = microSiemen per centimeter
mg/L = milligrams per liter
S.U. — Standard Units
mV = millivolt .
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
PATemplateslGW Drilling FormslWell Sampling Log.xis Page 1 of 1

i
231 HAYWOOD STREET, ASHEVILLE. NC 2880)
TEL.[phone] FAC.828.281.3:351
"W. ALTA MON'lENV I ROrd A1EKTAJ--0K
Well Sampling Log
PROJECT NAME: Clement Pappas
PROJECT NUMBER: 2081.01
SAMPLING PERSONNEL: SG/MF
DATE: 6/13/2015
WEATHER:!�UndMj
SAMPLETIME: i .
WELL NUMBER: WELL DEPTH IN FEET (WD): U
WELL DIAMETER: " WATER LEVEL IN FEET (WL): `
TYPE OF CASING: Pv LENGTH OF WATER COLUMN :,� FEET
MEASURING POIN p (WD) - (WL) = (LWC)
FLUSH MOUN STICK- ONE CASING VOLUME: U • I. GALLONS
COMMENTS: (I -WC) x (WCV)
THREE CASING VOLUMES: .q- GALLONS
ACTUALVOLUMEPURGED: 0 D GALLONS
WELL CASING VOLUMES (WCV)
1- = 0,041 GaII/F .17 Gal/Ft 3' = 0.38 GaVFt 4` = 0.66 Gal/Ft 6" =1.5 Gal/Ft 8' = 2.6 Gal/Ft
12" = 5.8 Gal/Ft
PURGE METHOD: AILER-DISP BAILER TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER: '
SAMPLE.MEfHOD:.
AILER-DISP - BAILER TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
READING
TIME
7PURGED
TEMP
(°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/W
pH
(S.U.)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
2
Ooz
,n
I`I•.
`L72-L2`-
-
�t
2f�y -
7/CoO``
3
4? (
V
N,53
.2Z�{
Sc2
2-6 g1
(DV
5
6
7
8
10
!.
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
a 'wG. i k&41V'li
% (or.�t KOS
125 mL PLASTIC
l
1
40 mL GLASS
—('d
1 L GLASS
OTHER
PROTECTIVE CASING: Qk—' . PAD: Qk LOCK:(-'L VE EfATION: qL ACCESS:
Sampling Personnel Signature:
` Date: 5/13/2015
Notes: °C = degrees Celsius
pS/cm = microSiemen per centimeter
mg/L = milligrams per liter
S.U.=Standard,Units
mV = millivolt
NTU = nephelometricturbidity units
Samples are analyzed immediately.Upon collection..
PATemplateslGW Drilling FormslWell Sampling Log.xls Page 1 of 1

231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL.e2a.281.3350 FAC.828.281.3351
W WW. ALTA MONTENVI AONh1ENTAL.Q0 M'
Well Sampling Log
PROJECT NAME: Clement Pappas DATE: 5/13/2015
PROJECT NUMBER: 2081.01 WEATHER: SNn ;
SAMPLING PERSONNEL: SG/MF SAMPLETIME: [On
WELL NUMBER: fAW- S
WELL DIAMETER: 2, `
TYPE OF CASING: '��JG
MEASURING POINT:
FLUSH MOUNT/ K
COMMENTS:
WELL DEPTH IN FEET (WD): I3. 0
WATER LEVEL IN FEET (WL): 10 ,3
LENGTH OF WATER COLUMN: �• SCE
(WD) - (WL) = (LWC)
ONE CASING VOLUME: rJ,Ca'�
(LWC) x (WCV)
THREE CASING VOLUMES: 1,$3
ACTUAL VOLUME PURGED:
FEET
GALLONS
GALLONS
GALLONS
WELL CASING VOLUMES (WCV)
1' =. 0.041 GaVFt 2" = 0.17 GaVFt 3" = 0.38 Gall/Ft 4" = 0.66 Ga%Ft 6" =1.5 GaI/Ft 8" = 2.6 GaII/Ft
12" = 5.8 GaII/Ft
PURGE METHOD: PATEE - rg • AILER-TEFLON DEDICATED PUMP WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
BAILER
TEFLON DEDICATED
PUMP WHALE PUMP GRUNDFOS. OTHER:
READING
TIME
S
PURGED
TEMP
(°C)
SPECIFIC
COND.
(PS/cm)
DISSOLVED
OXYGEN
(mg/L)
pH
(S,U,)
report to
0.1 S.U.
OXIDATION
REDUCTION
POTENTIAL
(mV)
TURBIDITY
(NTU)
COMMENTS
oa
2
IX
131g3
.,
a�
siX, to
3
-,A
1, 0
1
l?,
]ML
$1$. 5
4
2.?.S
IS,Qo
$l
1
l $a.s
l00
5
6
7
I
g
9
10
•
SAMPLING CONTAINER
NUMBER OF CONTAINERS
REQUESTED ANALYSIS
500 mL PLASTIC
250 mL PLASTIC
0 i� 1 r1 •
s1,j�
!�
1.25 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING: cJk PAD: rcls LOCK:916VEGETATION: ACCESS: C��d
Sampling Personnel Signature: Date: 5/13/2015
Notes: 'C = degrees Celsius
p8/cm = microSiemen per centimeter
mg/L= milligrams per liter
-S.U. = Standard Units
mV = millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection. _
PATemplateslGW Drilling FormslWell Sampling Log.xls Page 1 of 1

'x q, w kyj•
��"P.,i�fr.��`NN���u �o""q.};�+-stk{✓�C��a. r�Y;s>y���:c�yzC..rk��`L�`c�fs`�tl`af�3�.:
.2.a.......0 ��: ..�::•SY�I.1sr_.a� s._..�3,�'samv'..,..,..� ..... ._ u .-..s.3:� .�x._�_:irl.�'�:�
231 HAYWOOD STREET, ASHEVILLE, NC. 28801
TEL.[phone] FAc.828.281.33BT
W WW. ALTA M0NTEHNtR0Hl.1E NTAL.a0t4
Well Sampling Log
PROJECT NAME: Clement Pappas
DATE: 5/13/2015
PROJECT NUMBER: 2081.01
WEATHER:
SAMPLING PERSONNEL: SG/MF .
SAMPLETIME: �3
WELL NUMBER:
WELL DEPTH IN FEET (WD):(
WELL DIAMETER:
2�` .
WATER LEVEL IN FEET (WL): Ca. 63 .
TYPE OF CASING:
P1/L
LENGTH OF WATER COLUMN: . D
FEET
MEASURING POINT:
TOG
(WD)-(WL) =.(LWC)
FLUSH MOUNT/
ONE CASING VOLUME: 2.0<
GALLONS
COMMENTS:
•1 Z}j_ LAA J,
C.
(LWC) x (WCV)
THREE CASING VOLUMES: ��
GALLONS
o
ACTUAL VOLUME PURGED:
GALLONS
WELL CASING VOLUMES (WCV)
1" = 0.041 GaII/Ft " = 0.17 Gal/Ft
3" = 0.38 Gal/Ft 4" = 0.66 GaII/Ft 6' =1.5 Gal/Ft 8" = 2.6 GaII/Ft
12' = 5.8 Gal/Ft
PURGE METHOD:
P. BAILER TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
SAMPLE METHOD:
BAILER-DIS BAILER-TEFLON DEDICATED PUMP
WHALE PUMP GRUNDFOS OTHER:
READING TIME -
GALLONS TEMP
SPECIFIC DISSOLVED
pH OXIDATION TURBIDITY
COMMENTS
PURGED (°C)
COND. OXYGEN
(S.U.) REDUCTION (NTU)
(PS/cm) (mg/L)
report to POTENTIAL
0.1S.U. (I
2.
3
4 .
5
6
7
8
9
10
SAMPLING CONTAINER I NUMBER OF CONTAINERS IREOUESTED ANALYSIS 1
500 mL PLASTIC
250 mL PLASTIC
125 mL PLASTIC
40 mL GLASS
1 L GLASS
OTHER
PROTECTIVE CASING:_ PAD:_OV— LOCK: OVL
>ampling Personnel Signature:
Notes. `C = degrees Celsius
p3/cm = microSiemen per centimeter
mg/L= milligrams per liter
S.U. = Standard Units
mV — millivolt
NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:1TemplateslGW Drilling FormslWell Sampling Log.xls
Ei'ATION: 2)V— ACCESS: `�L
Date: 5/13/2015
Page 1 of 1.

E N G; I N ES R I N G 8. H Y O R a, G•,E,q. L O"G .Y .,
231 HAYWOOD STREET, ASHEVILLE. NC 28801
TEL.[phone] FAO.828.281.3351
WW W -TAM ONTGNYI RON-NTAL.00 M
Equipment Documentation & Instrument Calibration Data Sheet
Calibration Documentation
Project Name: Clement Pappas Person Conducting Calibration: SG/MF
Project Number: 2081.01 Date of Calibration: 5/13/2015
Project Location: Mountain Home, North Carolina Date of Field Measurements: 5/13/2015
Equipment Documentation r
Equipment or meters used to take measurements (e.g. water level meters, survey equipment, etc.):
Equipment Type
Serial Number
Brand Date of Use
Water Level
26154
Solinist -Water
Level
22754
Solinist
Water Level .
L
150
Testweil
Drawdown
MP30-1527
QED
Micro TPW Turbidity Meter
Calibration Standards
Exp Date
Instrument
Serial #
Instrument Reading
0.02 NTU 10.0 NTU 1000 NTU
tvt'rC� (6
200601045
Initial: ov
Initial: ,T
Initial: -1
I
Cal: ii�d7 Cal: V'b
Cal: Iv4y
Time: `4 Time: oTIS
Timer
YSI 556 Multiparameter Meter
Instrument Serial Number
12L101057
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen
Initial:
Cai: 101,'
mmHg: `Q �s
n
Time:q
J
NA
PH 7 S.U. report to 0.1 Initial:
S.U..rJQ
pHmV:
Cal: pHmV: "
Time: 5G !/MAi7�
PH 4 S.U. report to 0.1 Initial:
S.U. 3 Add
pHmV:
Cal: pHmV:
Time:
D fu%lbl 20l(,
PH 10 S.U. report to Initial:
0.1 S.U. -`.��v
pHmV:
Cal: 4 /� d pHmV:
_l l0
Time:
O �«u
QC* pH 7 S.U. report AM Time:
to01S.U.
Meas:
Mid Day Time: Check:
PM Time: Check:
iWO Spec. Cond. Initial:
ry
.447/84/23 _ fltU.
pS/om**
Cal::
Cal:
1000
Time: ,(
d(ps�i
.�
QC* pS/cm. AM Time 3�
Meas:v
Mid Day Time: "Check:
PM Time:
Check:
ORP240mV
Time:,J.
Date:
Notes:
1. Electronic equipment calibrated accordingto the -manufacturer's operation manual.
2. Specific Conductivity should be calibrated accordingto values representative of historic range.
3.Order of Calibration is as follows: Specific Conductivity, pH 7, pH 4, pH 10, ORP, QC checks.
4. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10%,of the true value. If readings are out of these ranges, meter
needs to be recalibrated.
5. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or everyfour hours.
6. ** Indicates to choose a Specific Conductivity buffer of 1413, 447, 84, or 23 mS which is closestto historical readings from the project location.
P:\Templates\GW-Drilling Farms\Galihratlan Data SheetYSI 556-Rev 2 Page I of 1

GW-59A COMPLL�NCE REPORT )FORM Permit # WQ0004797
(submit one each moniladiigPeriod with -GiV: S9 forms,)
1
Enter date monitoring results were due. ( 6/30/2015) 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 GNV-59 report forms?
YES
NO
IF the' answer to question 9 or 2 is "YES", list 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 ~yells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
YES
NO
identification plate, area overgrown, etc.)?.1fthe ansiver is "Yes " contact the Regional Of ce far• guidance.
X
4
Are any monitored constituents equal to or above the established standards?
YES
NO
If the answer to 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 con con tralion(s)
exceeding standards in the space provided below.,
Total Organic Carbon (Limit = 10 mg/L) - MW-5 = 21.0 mg/L; MW-8 = 19.7 mg/L
5
For the constituents identified in question 4 above, have standards been exceeded previously for the
YES
NO
same constituent(s) in the same well(s) in the last two years?
X '
If the answer to question 5 is "NO", skip to section S.
If the answer to question 5 is "YES", list in the space provided below, each well with constituent(s) exceeding
standards, concentrations) reported, and sample collection date for each occurrence (for the last two years).
5/13/15: MW-5 = 21.0 mg/L, MW-8 - 19:7 mg/L -
11/18/14: MW-4 - 28.7 mg/L, MW-5- 16.0 mg/L, MW-6 - 16.3 mg/L, MW-71i = 19.1 mg/L, MW-8 17.6 mg/L,
5/22/14: MW-9 = 17.6 mg/L
11%20/13: MW-B - 21.0 mg/L
5/16/13: MW-2R - 13.5, MW-6 = 31.8, MW-7R - 28.0 mg/L, MW-8 15.8 mg/L
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
MN-5 and MW-8 are beyond the review boundary
•X
If the answer is "YES", a groundwater quality problem maybe occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY 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 'YES", 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 subiect the permittee to a Notice of Violation.
fines, and/or penalties.
Total Organic Carbon (TOC), VOC, and SVOC analyses were completed for all samples during the
May 2007 groundwater sampling event. The TOC is not attributable to VOCs or SVOCS and is
possibly naturally occurring.
g
.The person completing this portion (GW-59A) of the monitoring report should sign below and submit this .
form with GW-59 forms forrequired wells to the address provided at the top of the current GW-59 form.
ll;hereby:ac'knowledgetnat
the above inforrnation was evaluated and the Information submitted in this
Ireport,(Comph__iice
Report• GW-59A) is true and complete to the best of my knowledge i-�
Signature of Permittee (orAuthorized Agent) Dale ,
0V-59A 12/811003

bUbIVII I t-UKIVI UN Yt-LL.UVV NANtK UNLY
DEPARTMENT QFENViRONMENT &NiRTURAL RESOURCES
GROUNDWATER QUALITY MONITORING: DIVISION OF WATER RESOURCES , INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1517 MAIL SVRVtcs CENTER, RALEIGH, NC27699-1617 'Phone: [phone]
0e
FACILITY INFORMATION Please Print clearly or Type PERMIT Number: Expiration Date: 11 / 3 0 / 2 01.5
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 CountyHenderson ❑Lagoon ❑Remediation: Infiltration Gallery
(Cthr) (State) (Zip) N Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe Telephone#: 828 - 6 93 - 0711 ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area No. of wells to be sampled: 6 ❑ Water Source Heat Pump ❑ Other:
WELL ID NUMBER (from Permit): M_ 9 Date sample collected: 5 / 1.3 / 2 015 FIELD ANALYSES:
Well Depth: 18.1 ft. Well Diameter: 2 in. pH 00400: 5 . 52units Temp. 00010:. 15 . 06oC
Depth to Water Level 82546: 6 . 03 ft. below measuring point Screened interval: 6*ft. to 16*ft. Spec. Cond. 00094: 147 µMhos
Measuring Point is 1.44 ft. above land surface Relative M.P. Elevation: 2, 06.0. 23 ft. Odor 000as: none
*screened interval is relative to land surface
Volume of water pumped/bailed before sampling: 3.0 gallons Appearance
Samples for metals were collected unfiltered: ❑ YES ❑ NO and field acidified: El YES ❑ NO
WAS
DRY at
time of
sampling,
check
here:
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 oos15
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal31s18 <2 . 0 /100mt
Nitrate (NO3) as N 00620
1.0 mg/L
Zn -Zinc o1o92 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665
mg/L
(Note: use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L.
Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 94.0 mg/L
At - Aluminum o1105
mg/L
pH (Lab) 00403 units
Be - Barium 01007
ug1L
TOC oosso 2-2 mg/L
Ca - Calcium 00816
mg/L
Chloride 00940 12 • 4 mg/L
Cd - Cadmium o1o27
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 3273o ug/L
Fe- Iron 01n45
ug/L
(Specify test'and method #. ATTACH LAB REPORT.)
Sulfate 00945 5 . 5 mg/L
Hg - Mercury 71 goo
ug/L
Lab Report Attached? ❑ Yes (1) ❑ No (0)
Specific Conductance 00095 gMhos
K - Potassium 00937
mg/L
VOC 7873 method #
Total Ammonia 0omo <0 . 10 mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3as N; Ammonia Nitrogen, Totai)
Mn - Manganese o1D55
ug/L
method #
TKN as N oo625 mg/L
Ni - Nickel 01067
ug/L
method #
t-or Kemewation bystems only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
GW-59 Rev.8/2D13

SUBMIT FORM ON YFI I OW PAPER nNI Y
GROUNDWATER QUALITY MONITORING:
• •
DEPARTMENT OF`ENVIRONMENT & NATLIRAL.RESOURCES
61VISION Of WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
• •
1E,17 MAILSERVICECENTER, RALEIGH, Nc 27699-1617 Phgne, S19-9A7-63U6
FACILITY INFORMATION Please Print
clearly or Type
PERMIT Number: Expiration Date: 11 /;3 0 / 2 015
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 (streetrC 28792 CountyHenderson
ElLagoon ElRemediation: Infiltration Gallery
(City) prate) (zip)
FA Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe
Telephone#: 62 8 - 6 93 - 0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled:
6
❑ Water Source Heat Pump ❑ Other:
from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW- 4
Date sample collected:
5 / 13 / 2 015 FIELD ANALYSES:
WAS
Well Depth: ' 18 . 6 0 ft.
Well Diameter:
2 in. pH 00400: 5 . 84 units Temp. ocolo: 14.41 oC
DRY at
Depth to Water Level 8254s: 9 . 18 ft. below measuring point Screened Interval:
g*ft. t01.5_1*ft. Spec. Cond. 00094: 212 µMhos
time of
Measuring Point is 2 . 43 ft. above land surface
Relative M.P. Elevation: 2063 . 77 ft. Odor 0ooa5: none
sampling,
check
rJ
Volume of water pumped/bailed before sampling: Z5
*screened interval is
gallons
relative to land surface
Appearance
here:❑
Samples for metals were collected unfiltered: El YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services Certification No. 3771.2
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD amn mg/L
Nitrite (NO2) as N oos15
mg/L Pb - Lead wom ug/L
Coliform: MF Fecal mms < 1 . 0 /100mL
Nitrate (NO3) as N oos20
< 0 . 0 2 0 mg/L Zn - Zinc 01092 mg /L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P oo665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 130 . 0 mg/L
AI- Aluminum o1105
mg/L
pH (Lab) 00403 units
Be - Barium 01007
ug/L
TOC omao 5 - 4 mg/L
Ca - Calcium oo916
mg/L
Chloride 00940 9.2 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 009445 21.5 mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑ Yes (1) [R No (0)
Specific Conductance omm µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia ooslo < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese o1o55
ug/L ,. method #
TKN as N oo625 mg/L
Ni - Nickel 01067
ug/L method #
rur Rememarion -)ystems unly (Attacn Lab Keports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
GW-59 Rev.812013

iU1JMli t-UKM UN Yt-LLUW NAHER UNLY
r . DEPARTMENT OF ENVIRONMENT & NATURAL. RESOURCES
UNDWATER QUALITY MONITORING: DiVISIOAi OFWATER ER RESOURCES,, INFORMATION PRO D)E$SiNG uNrr
PLIANGE REPORT FORM 1t317 MAIL seRvicE CENTER. RALi=t11.1r. Ne 77S9gAr317' Ph— - Q4Q-gn7.annn
Facility Name; Clement Pappas
Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville (s`rEe1I NC 28792 County Henderson
Contact Person: Mr. Blake Kehoe Telephone#: 828 - 6 9 3 - 0 711
Well Location/Site Name: Irrigation Area No. of wells to be sampled: 6
RMIT Number: Expiration Date: 11 / 3 0 / 2 015
n-Discharge WQ0004797 UIC
'DES Other
`PE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
ER Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump ❑ Other:
WELL ID NUMBER (from Permit): MW-5
Date sample collected: 5 / 13 / 2 015
FIELD ANALYSES;
•""`
WAS
Well Depth: 18 . 6 0 ft.
Well Diameter: 2 in.
pH 00400: 4 • 96 units Temp. aoolo: 12 .85 oC
DRY at
Depth to Water Level 82546: 8 . 9 2 ft. below measuring point
Screened Interval: 9 * ft. to 1 g * ft.
Spec. Cond. 00094; 213 µMhos
time of
MeasuringPoint is 3 . 00 ft. above land surface
Relative M.P. Elevation: ft.
Odor 000a5 none
sampling,
check
�t 2 5
Volume of water pumped/bailed before sampling: gallons
*screened interval is relative to land surface
Appearance
here:
❑
Samples for metals were collected unfiltered: El YES ❑ NO
and field acidified: ❑ YES F1 NO
ate sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services
IRAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N om5
mg/L
Coliform: MF Fecal 31616
<2 . 0 /100mt
Nitrate (NO3) as N oovo
0.11 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P ooes5
mg/L
(Note: Use MPN method for highly turbid
samples)
Orthophosphate 70507
mg/L
solved Solids:Total 70300
176 mg/L
At - Aluminum 01105
mg/L
pH (Lab) OD403
units
Ba - Barium oiou
ugiL
TOC oosao
21 • 0 moll-
Ca - Calcium 00916
mg/L
Chloride oas40
6 8 . 4 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils oo552
mg/L
Cu - Copper 01042
mg/L
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
Sulfate oo-m
< 2 .0 mg/L
Hg - Mercury 71900
ug/L
ecific Conductance goon
µMhos
K - Potassium 00937
mg/L
Total Ammonia oomo
<0 . 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; N%as N; Ammonia Nitrogen, Total)
Mn - Manganese wo55
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Certification No. 37712
Pb - Lead o1om ug/L
Zn - Zinc 01092 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) IN No (0)
VOC 7873 method #
method #
method #
method #
t-or K,emeatation Systems only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Permittee (or Authorized Agent) Name and Title- Pleaso print or type Signature of Permittee (or Authori :d Agent) (pats)
GW-59 Rev.8/2013

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, RALEIGH,NC27699-1617 Phone:[phone]
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 11/ 3 0 / 2 015
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 ("'cot) NC 28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
(01)') (sm a) (Z;p)
® Spray Field ❑ Remediation:
Contact Person: Mr. B1 ake. Kehoe
Telephone#: 828 - 6 93 - 0 711
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No, of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
from Pnrmli
SAMPLING INFORMATION
6
If WELL
WELL ID NUMBER (from Permit):-
Date sample collected: 5 / 13 r 2 015 FIELD ANALYSES:
WAS
Well Depth: 11. 54ft.
Well Diameter: 2 in.
pH 00400: 5 . 18 units Temp. ollo10: 14. 98 eC
DRY at
Depth to Water Level 82546: 6 . 05 ft. below measuring point Screened Interval: 5* ft. to 10* ft. Spec. Cond. 00094: 82 µMhos
time of
sampling,check
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2061.17 ft.
Odor 000m: none
Volume of water pumped/bailed before sampling: 3-0
gallonSscreeaed interval. is relative to land au=faOeAppesrance
here:
❑Samples
for metals were collected unfiltered: ❑ YES
El NO and field acidified: El YES El 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 oons mg/L
Nitrite (NO2) as N ooe15
mg/L Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 <1 . 0 /100mL
Nitrate (NO3) as N 00620 <0 . 02 0
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P ocs65
mg/L
(Note: Uso MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300 46.0 mg/L
AI -Aluminum o11o5
mg/L
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC oom 2.1 mg/L
Ca - Calcium ollam
mg/L
Chloride oom 6.2 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002 ug/L
Chromium: Total 01034
ug/L
Grease and OIIS 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 10 . 1 mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑ Yes (1) 12 No (0)
Specific Conductance 000as µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oom < 0 . 10 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonle Nitrogen; NP,as N: Ammonia Nitrogen, Totol)
Mn - Manganese 01055
ug/L method #
TKN as N oos25 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 Authonzed Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMI I PUKM UN YLLLUVV HAFLK UNLY
GROUNDWATER QUALITY MONITORING: DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNiT
COMPLIANCE REPORT FORM 161'1 MAiL SERVICE CENTER, RALEIGH, NC 27699.1617 phone: [phone]
FACILITY INFORMATION Please Print Clearly or Typo PERMIT Number: Expiration Date: 11 / 3 0 / 2 015
Facility Name: Clement Pappas Non -Discharge WQ0004797 UIC
Permit Dame (if different): INPDES Other
Facility Address: 1.2.5 Industrial Park TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville NC 28792 Count Henderson
y ❑Lagoon ❑ Remediation: infiltration Gallery
(Qiy) (State) (zip) IX Spray Field ❑ Remediation:
Contact Person: Mr. Blake Kehoe Telephone#: 8 2 8 - 6,93 - 0 711 ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name; Irrigation Area. No. of wells to be sampled: 6 ❑ Water Source Heat Pump ❑ Other.
WELL ID NUMBER (from Permit): MW-7R
Date sample collected: 5 / 13 / 2 015
FIELD ANALYSES:
"
WAS
Well Depth: 17 .8 Oft.
Well Diameter 2 in.
pH 00400: 5 •21 units Temp. 000lo: i 4 . 54 oC
DRY at
Depth to Water Level 82546: 11 . 94ft. below measuring point
Screened Interval: 5 it,* to 15 ft *
Spec. Cond. 00094: 210 µMhos
time of
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2062.86 ft.
Odor 000m: non
sampling,e check
Volume of Water um ed/bailed before sampling:
p p p g: 3 0 gallons
*screened interval is relat ve to land surface
Appearance
here:
❑
Samples for metals were collected unfiltered: ❑ YES ❑ NO
and field acidified: ❑ YES ❑ NO
Date sample analyzed: varies; see analytical report Laboratory Name: Pace Analytical Services
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD own
mg/L
Nitrite (NO2) as N oo615
mg/L
Coliform: MF Fecal 31616
<2 • 0 /100mL
Nitrate (NO3) as N 00620
9.3 mg/L
Coliform: MF Total 31504
/10OmL
Phosphorus: Total as P 00665
mg/L
(Mete: Use MPN method for h;ghly turbid samples)
Orthophosphate 70507
mg/L
issolved Solids:Total 70300
125 . 0 mg1L
Al -Aluminum o1105
mg/L
pH (Lab) 00403
units
Ba - Barium 010v
ug1L
TOC w6so
8 - 5 mg/L
Ca - Calcium 00916
mg/L
Chloride ooa4o
17.0 1 mg/L
Cd - Cadmium o1o27
ug/L
Arsenic olon
ug/L
Chromium; Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper o1o42
mg/L
Phenol 32730
ug/L
Fe - Iron o1o45
ug/L
Sulfate~ 00945
3.7 mg/L
Hg - Mercury 71900
ug/L
pecific Conductance 000s5
µMhos
K - Potassium oos37
mg/L
Total Ammonia ooslo
< 0 - 10 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen, NH3as N; Ammonle Nitrogen, Total)
Mn -Manganese o11755
uglL
TKN as N oo625
mg/L
Ni - Nickel o1os7
ug/L
Certification No. 37712
Pb - Lead o1o51 u91L
Zn - Zinc 01092 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) 2 No (0)
VOC 7873 method #
method #
method #
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
GVV-59 Rev.812013

bUtilVll I P'UKNI UN YCLLUVV t 1At'CK UIVL.T
DEPARTMENT Of, 'ENVIRONMENT ffi NATURAL RgSOURCES
NDWATER QUALITY MONITORING: DIVlstoN or WATEK RESOURCES .:NFORNIATION PROCESSING UNIT,
LIANCE REPORT FORMVI.7MAILSERVICECENTER,'ftALE1.G
. ,H,NC2713091617 P3106e.9144a7-5805
FACILITY INFORMATION Please Print Clearly or Type
Facility Name:. Clement. 'Pappas
Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville (st"et) NC 287.92 County Henderson
)ct Person: Mr. Blake Kehoe Telephone* 8 28 6 9 3 - 0 711
Location/Site Name: Irrigation area No. of wells to be sampled: 6
ERMIT Number., Expiration Date: 11 / 3 0 / 2 01
on -Discharge WQ 0 0 04 7 9 7 UIC
PDES Other
YPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
0 Spray Field ❑ Remediation:
[],Rotary Distributor ❑ Land Application of Sludge
ElWaterSource Heat Pump ❑ Other.
L ID NUMBER (from Permit), MW - 8
Date sample collected`. 5 / 13 / 2 015
FIELD ANALYSES;
WAS
Depth: 13 . 9 0 ft.
Well Diameter: 2 in..
pH 00400: 6 .31 units Temp. 00010: 15. 9 0 oC
DRY at
n to Water Level 62546: 10 .3 4ft, below measuring point
Screened Interval: 3 ft* to 13 ff
Spec. Conti. 00094; g 12 µMhos .
time of
sampling,
wring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2060.80 ft.
Odor o0095: none
check
p p sampling: 2.25 . *screened interval is relative to land surface
Tie of Appearance
here:
ales far metals were colllec collected unfiltered: ❑ YES ❑ NOon
and field acidified: ❑ YES El NO
Jtesam leanal zed varies; see analytical report Laboratory Name: Pace Analytical Services
p y
CRAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitric (NO2) as N oo615
mg/L
Coliform: MF Fecal 31516
<2 . 0 /100mL
Nitrate (NOa) as N 00620
9.7 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P o0665
mg/L
(Note; Use MPN method For highly turbid samples)
Orthophosphae 70507
mg/L
;solved Solids:Total 70300
454 mg/L
Al - Aluminum o11o5
mg/L
pH (Lab) 00403
units
Ba - Barium oiov
ug/L
TOC oona
19.7 mg/L
Ca -Calcium 00916
mg/L
Chloride 00940
18 . 3 mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L.
Chromium: Total 01034
ug/L
Grease and Oils oust
mg/L
Cu - Copper 01042
mg/L
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
Sulfate 00945
12.2 mg/L
Hg - Mercury 71900
ug/L
recific Conductance 00095
µMhos
K - Potassium o0937
mg/L
Total Ammonia o0610
< 0 . 10 mg/L
Mg -Magnesium 00927
mg/L
(AmmoniaNitrogen; NH,as N; Ammonia Nitrogen., Total)
Mn - Manganese 01055
ug/L
TKN as N oous
nig/L
Ni - Nickel wou
ug/L
Certification No. 37712
Pb - Lead o1051 ug/L
Zn - Zinc 01092 mg1L
Other (Specify Compounds and Concentration Units):
ORGANICS: (by GC, GCIMS, HPLC)
(Specify test and method #. ATTACH LAB REPORT.)
Lab Report Attached? ❑ Yes (1) EN No (0)
VOC 7873 method
method #
method #
method##
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal /a
GW-59 Rev.812013