WQ0004797_Monitoring (Report)_20190606

June 7, 2019
Page 2
Fecal coliform detections are surnmarized:as follows:
• The 2L standard for total coliform is 1 colony=forming unit per 100 milliliters
(1 CFU/100 mQ. There is not.'a specific permit limit or 2L standard for fecal coliform;
however, total coliform includes fecal coliform.
• Fecal coliform concentrations equaled or exceeded the 21- standard for total coliform in
monitoring wells MW-5 and'MW-6 at concentrations of 7 and 23 CFU/100 mL, respectively
(see Table 1).
• Fecal coliform was not detected at or above laboratory detection limits in the samples
collected from monitoring wells MW-4, MW-7R, MW-8, or MW-9.
Following the May 2016 sampling event, Clement Pappas requested that Altamont Environmental, Inc.
(Altamont),' analyze the overall effluent application rates for the irrigation system to determine
whether the effluent may have been influencing groundwater results, specifically in regard to nitrate
concentrations. As conveyed to the DEQ Altamont's analysis found that it was highly unlikely that
nitrogen concentrations in the effluent were influencing nitrate concentrations in groundwater. The
more likely source of nitrate exceedances in the floodplain monitoring wells (MW-7R and MW-8), as
identified by the 'DEQ and Altamont, was the continuous flooding of Mud Creek and its nutrient
loading associated with runoff from agricultural fields upstream of the facility.
Taking a proactive approach, Clement Pappas contracted Nutter and Associates to analyze the
overall health and performance of the land application system. The resulting report included
recommendations for improving the longevity of the system while reducing the likelihood of
impacts on groundwater. Recommendations that have been implemented by Clement Pappas
include the following:
• To avoid introducing additional nitrogen into soils at the subject facility, Clement Pappas has
implemented the practice of bailing harvested fescue and removing it from the irrigation fields,
instead of mowing it and allowing it to decompose.
— Removing the harvested fescue should result in improved vegetative growth, which will
allow the fescue to uptake additional available nitrogen.
— Additionally, it is expected that removing the harvested fescue will result in greater
assimilation of nitrogen into facility soils and reduce the potential for nitrogen leaching.
Altamont became Anchor QEA of North Carolina, PLLC, on December 29, 2016.

June 7, 2019
Page 4
Sampling point SW-1 is located upstream of the Site, and sampling point SW-2 is located
downstream of the Site. Sampling locations are shown in Figure 2.
Table 3 summarizes the current and historical laboratory analytical results for microbiology and wet
chemistry. For the May 2019 sampling event, all parameters analyzed were below 15A NCAC
2B surface water standards (26 standards), except for fecal coliform.
Fecal coliform detections are summarized as follows:
• The 2B standard for fecal coliform is less than or equal to 200 CFU/100 mL.
• The fecal coliform concentration equaled the 2B standard in the sample collected at surface
water sampling location SW-21 with a concentration of 200 CFU/100 mL (see Table 3).
• Fecal coliform was detected at a concentration (98 CFU/100 mL) below the 2B standard in the
sample collected from surface water sampling location SW-1
• Based on sampling historically completed by on -site personnel, streams and wet weather
conveyances that flow through the Site from upgradient contain significant concentrations of
fecal coliform. These on -site surface water features are likely contributing to the higher fecal
coliform concentrations downstream of the Site.
Since collection of surface water samples for all permit constituents began in May 2017, nitrate
concentrations have been lower in SW-2 (downstream) than in SW-1 (upstream); however, the
differences are minor. During this sampling event, nitrate concentrations were slightly higher in SW-2
(0.76 mg/L) than in SW-1 (0.75 mg/L). Except for fecal coliform, all other constituents show minor
differences in concentrations between SW-1 and SW-2, making it unlikely that the Site is impacting
Mud Creek.
In accordance with the spray irrigation permit, Clement Pappas is required to submit the following to
the DEQ by June 30, 2019 (on or before the last working day of the month following the sampling
month):
• Laboratory analytical reports and chain -of -custody forms (Attachment 1)
• Well sampling logs and the equipment documentation and instrument calibration data sheet
(Attachment 2)
• DEQ GW-59A — Compliance Report Form (Attachment 3)
• DEQ GW-59 — Groundwater Quality Monitoring: Compliance Report Form, for each
monitoring well (Attachment 4)
Anchor QEA proposes to complete the next scheduled groundwater sampling event in
November 2019. Anchor QEA will also continue to collect surface water data from Mud Creek.
If you have any questions or would like additional information, please do not hesitate to contact me
at [phone] or [e-mail].

Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
Sample Name,
Sample -Date
o
V
c
m
of
O
M
F
'a
C
V
c
w
_
U
u
1L
r
Z
`~
H
M
.O
'p
M
H
"
•p
E
Q
.N
L
a.
o
a
F-
(mg/L)
(mg/L)
(CFUs per
100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
•(mg/L)
-Standards
10
250
1
10
250
500
1.5
NL
MW-4
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
<0.020
0.11
11/02/2018
3.6
9.0
<10.0
0.48
NA
137
<0.10
0.070
05/21/2019
3.0
11.3
<1.0
3.3
NA
170
<0.050
0.044 J
MW-5
05/02/2017
8.1
29.0
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
2.0
0.022
NA
90.0
<0.10
0.097
11/02/2018
5.1
23.9
<10.0
<0.020
NA
86.0
<0.10
0.085
05/21/2019
9.4
26.8
7.0
0.057
NA
91.0
<0.050
0.12
MW-6
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
11/02/2018
2.5
10.1
69.0
0.64
NA
88.0
<0.10
0.057
05/21/2019
3.3
11.3
23.0
0.37
NA
78.0
<0.050
0.068
MW-7R
05/02/2017
6.7
17.9
<4.0
8.9
NA
169
<0.10
0.4
11/08/2017
3.9
17.9
19.0
36.8
NA
376
<0.10
0.14
05/02/2018
3.2
22.6
<2.0
15.5
NA
207
<0.10
0.32
11/02/2018
5.3
20.2
<10.0
15.7
NA
243
<0.10
0.17
05/21/2019
3.0
29.0
' <2.0
20.2
NA
234
<0.050
0.13
MW-8
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
11/02/2018
9.5
8.0
19.0
6.8
NA
351
<0.10
0.25
05/21/2019
7.9
7.3
<10.0
6.2
NA
249
<0.050
0.29
MW-9
05/02/2017
7.6
3.8
<4.0
0.17
NA
92.0
<0.10
0.61
11/08/2017
7.0
8.9
10.0
0.95
NA
64.0
<0.10
0.53
05/02/2018
4.6
4.9
<2.0
0.58
NA
69.0
<0.10
0.37
11/02/2018
8.4
5.8
<10.0
0.57
NA
88.0
<0.10
0.47
05/21/2019
7.2
4.6
<10.0
0.20
NA
80.0
<0.050
0.23
May 2019 Groundwater Sampling Event
Clement Pappas, Hendersonville, North Carolina
'JUN 2 4 tOH
Page 1 of 2
June 2019
Water Quality Regional Operations
Asheville Regional Office

u
Table 1
Current and Historical Groundwater Analytical Results for Microbiology and Wet Chemistry
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-711 and MW-8.
One set of samples was analyzed by Pace Analytical Services, and a second set of samples was analyzed by Prism Laboratories.
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
J: The concentration is above the adjusted method detection limit and below the adjusted reporting limit, and is therefore
mg/L: milligrams per liter
mL: milliliter
NA: not analyzed
`NL: No standard limit is set.
May 2019 Groundwater Sampling Event Page 2 of 2
Clement Pappas, Hendersonville, North Carolina June 2019

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
2053A7 ,
Well abandoned,
replaced
by MW-9.
May 2019 Groundwater Sampling Event
Clement Pappas, Hendersonville, North Carolina
Page 1 of 7
June 2019

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
105/13/2003
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
2A3
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
05/1.3/2010
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
11/02/2018
8.00
2063.77
2.43
2055.77
05/21/2019
8.49
2063.77
2.43
2055.28
May 2019 Groundwater Sampling Event Page 2 of 7
Clement Pappas, Hendersonville, North Carolina June 2019

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-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
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
2086AO
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
i 9.65
2085.60
3.00
2075.95
05/16/2013
8.14
2085.60
3.00
2077.46
11/20/2013
9.33
2085.60
3.00
2076.27
05/22/2014
8.57
2085.60
3.00
2077.03
11/18/2014
9.04
2085.60
3.00
2076.56
05/13/2015
8.92
2085.60
3.00
2076.68
11/4/2015
8.12
2085.60
3.00
2077.48
05/04/2016
8.54
2085.60
3.00
2077.06
11/09/2016
11.25
2085.60
3.00
2074.35
05/02/2017
8.63
2085.60
3.00
2076.97
11 /08/2017
8.23
2085.60
3.00
2077.37
05/02/2018
8.47
2085.60
3.00
2077.13
11 /02/2018
8.23
2085.60
3.00
2077.37
05/21/2019
8.57
2085.60
3.00
2077.03
May 2019 Groundwater Sampling Event Page 3 of 7
Clement Pappas, Hendersonville, North Carolina June 2019

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-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
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
11/02/2018
5.03
2061.17
3.00
2056.14
05/21/2019
5.53
2061.17
3.00
2055.64
May 2019 Groundwater Sampling Event Page 4 of 7
Clement Pappas, Hendersonville, North Carolina June 2019

Table 2
Current and Historical Groundwater Elevation Measurements
Well Identification
Date Measured
Depth to
Groundwater
(feet BTOQ
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
1138
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
2054.43
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
11/02/2018
10.33
2062.86
3.00
2052.53
05/21/2019
10.88
2062.86
3.00
2051.98
May 2019 Groundwater Sampling Event Page 5 of 7
Clement Pappas, Hendersonville, North Carolina June 2019

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-8
05/15/2002
10.25
2061.40
3.00
2051.15
11/05/2002
10.35
2061AO
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
11/02/2018
8.85
2060.80
3.00
2051.95
05/21/2019
9.38
2060.80
3.00
2051.42
May 2019 Groundwater Sampling Event Page 6 of 7
Clement Pappas, Hendersonville, North Carolina June.2019

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
11/02/2018
4.55
2060.23
1.44
2055.68
05/21/2019
4.89
2060.23
1.44
2055.34
Notes:
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.
Groundwater elevations are top of casing minus depth to groundwater.
BTCC: feet below top of well casing
JUN 2 4 ?019
waroru,�rir
e
Asheville Rgional p
Regionai Office
(ions
May 2019 Groundwater Sampling Event
Clement Pappas, Hendersonville, North Carolina
1
V
Page 7 of 7
June 2019

Table 3
Current and Historical Surface Water Analytical Results
C
O
N
'O
.
-
U
M"
O
In
IM
N
�0
0
•L
U°
+;
MnO
'a
o
sa .
$
U
V
�
le
E
.
H
LPL
, Z
4-
Q
F
(CFUs per
Sample Name
Sample.Date
OWL)
(mg/L)
100 MIL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
Standards ,-
NL
230
< 200
NL
NL
NL
NL
6/9%2016 (Prism),
NA
NA
NA
0.74
NA
NA
NA
6/9/.201.6 (Pace).--.
NA
NA
NA
0.85
NA
NA
NA
5/2/2017
'`2:7
4.7
580
0.64
64.0
<0.10
<0.050
SW-1
1.1%8%2017
2.5
5.1
530
0.66
44.0
<0.10
0.091
(Upstream)
5/2/2018
1.5
4.8
53.0
0.74
54.0
<0.10
0.044 J
11/2/2018
2.9
5.1
780
0.72
54.0
<0.10
0.077
5/21/2019
1.6
5.0
98.0
0.75
42.0
<0.050
0.067
6/9/2016 (Prism)
NA
NA
NA
0.78
NA
NA
NA
6/9/2016 (Pace)
NA
NA
NA
0.86
NA
NA
NA
5/2/2017
2.7
4.7
93S
0.63
41.0
<0.10
0.052
SW-2
11/8/2017
2.8
4.8
860
0.61
54.0
<0.10
0.094
(Downstream)
5/2/2018
1.4
4.4
118
0.72
51.0
0.052 J
0.045 J
11 /2/2018
2.9
4.6
940
0.75
53.0
0.099 J
0.076
5/21/2019
1.6
.4.9
200
0.76
47.0
<0.050
0.068
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.
CFLI: coliform-forming unit
J: The concentration is above the adjusted method detection limit and below the adjusted reporting limit, and is therefore considered an estimate.
mg/L: milligrams per liter NA: not analyzed
mL: milliliters NL: No standard limit is set.
May 2019 Groundwater Sampling Event _ Page 1 of 1
Clement Pappas, Hendersonville, North Carolina June 2019

Publish Date: 2018/05/30; 11:36 AM I User: ey
Filepath: P:\Clement Pappas\Figures\GIS\Figur
ANCHOR
SUN z 4 2019
Figure 1
Site Location Map
May 2019 Groundwater Sampling Event
Clement Pappas, Hendersonville, North Carolina
Water Quality Regional Operations Ashoz%mf r,_ .

3ZIN
JUN 2 4 2019 DJ
Water Quality Regional Operations
Asheville Regional Office
Attachment 3
DEQ GW-59A — Compliance Report -Form

GW-59A COAIIPLIANCE REPORT FORM Permit # WQ0004797
(Submit one each monitoring period with GI11-59 forms.)
I
Enter date monitoring results were due. (6/ao/2oi9 ) Will this monitoring report (GW-59 and GW-59A)
YES
NO
be submitted after the established due date?
X
2
Was any required information missing on the GW-59 report forms?
YES
NO
IF the answer to question t 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 wells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
YES
NO
identification plate, area overgrown, etc.)? if the ansiver is 1 es ", contact the Regional Of ce for 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 S.
If the answer to question 4 is "YES" list the affected wells individually with constituent(s) and concentration(s)
exceeding standards in the space provided below:
Nitrate (2L = 10 mg/L): MN-7R@20.2 mg/L
Fecal Coliform (Total Coliform 2L standard = 1.0 CFU/lOOmL): MW-5@7.0 CFU/100ML, MW-6@23.0 CFU/100mL
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 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 Fecal Coliform
MW-7R MW-5 MW-6
11/08/17: 36.8 mg/L 11/08/17: 188 CFU/100mL 11/08/17: 74.0 CFU/100mL
05/02/18: 15.5 mg/L 05/02/18: 2.0 CFU/SOOmL 05/02/18: 1.0 CFU/100mL
11/02/18: 15.7 mg/L 11/02/18: 69,0 CFU/100mL
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
MW-5 and MW-7R are at or beyond the review boundary.
X
If the answer is "YES", a groundwater quality problem may be occurring. CONTACT THE REGIONAL'
OFFICE IMMEDIATELYFOR GUIDANCE. If the answer /s "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 Recilonal 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 subtect the permittee to a Notice of Violation,
fines, and/or penalties.
Fecal coliform should not be attributable to site operations. Historical monitoring of an on -site tributary of Mud
Creek has found high levels of fecal coliform that appear to be emanating upgradient of the site.
Nitrate concentrations exceeded the groundwater standard in'MW--7R 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 completing this portion (G W-59A) of the monitoring report should sign below and submit this
form with G W-59 forts for required wells to the address provided at the top of the current GW--59 form..
11 hereby acknowledge that the above information was evaluated and the information submitted in this 7
!report (Compliance,. ort_GW-59A) is true and -complete to the best/o'f _ Y,knowledge.
Signatur f Pennittee (or Authorized Agent) We
G\Y--59A 12/8/2003

D �
JUN 2 4 2019
Water Quality Regional Operations
Asheville Regional Office
Attachment 4
DEQ GW-59 — Groundwater Quality
Monitoring: Compliance Report Forms

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, 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 WQ000.4797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 125 Industrial Park
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (Street) NC 28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
(City) (State) (Zip)
® Spray Field El Remediation:
Contact Person: Mrs. Tracy Wolfe
Telephone#: 8 2 8• - 3 2 9 - 61547
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑' Water Source Heat Pump ❑ Other:
from Permit
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW- 9
Date sample collected: 5 /21 /2 019 FIELD ANALYSES:
WAS
Well Depth: 18 _ 1 2 ft.
Well Diameter: 2 in.
pH 00400: 5 .64 units Temp. 000lo: 17.2 OC
DRY at
Depth to Water Level 82546: 4 . 8 9 ft. below measuring point Screened Interval: 6 *ft. to 16 *ft. Spec. Cond. oo094: 63.5 µMhos
time 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: 6.5
*screened interval is relative to land surface
gallons Appearance
here: El
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 o1o51 ug/L
Coliform: MF Fecal 31616 < 10 . 0 /100ml-
Nitrate (NO3) as N 00620 0.20
mg/L Zn - Zin%alIL92 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665 0.23
mg/L �i 1 `
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Sjp CUIIJ qcat��its):
issolved Solids:Total 70300 80.0 mg/L
Al - Aluminum 01105
mg/L I
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC 00680 7.2 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 4.6 mg/L
Cd - Cadmium 01027
ug/L 1
Arsenic 01002 ug/L
Chromium: Total 01034
QU
ug/L 8 i y Reoinnqj
Grease and Oils 00552 mg/L
Cu - Copper 01042
mg/L ORGANICS S
Phenol 32730 ug/L
Fe - Iron 01045
'Cp
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 . 0 5 0 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L method #
TKN as N 00625 mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: . mg/L VOC Removal%
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
FACILITY INFORMATION rtease runt weartyor type
Facility Name: Clement Pappas
'Permit Name (if different):
Facility Address: 125 Industrial Park
Hendersonville (St:ee`) NC 28792 County Henderson
Person: Mrs. Tracy Wolfe Telephone#: [phone]
ration/Site Name: Irrigation area No. of wells to be sampled: 6
DEPARTMENT OF ENVIRONMENT S 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:
SAMPLING INFORMATION MW- 8
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 / 21 / 2 019
FIELD ANALYSES:
WAS
Well Depth: 13 _ 91 ft.
Well Diameter: 2 in.
pH 00400: 6.89 units Temp. 000lo: 13.8 °C
DRY at
Depth to Water Level 82546: 9 • 3 8 ft. below measuring point
Screened Interval: 3 ft* to 13 ft*
Spec. Cond. 00094: 483 .6 µMhos
time of
sampling,
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2060.80 ft.
Odor 00085: none
check
*screened interval is relative to land surface
Volume of water pumped/bailed before sampling: 2 . 25 gallons Appearance
here:❑
,Samples for metals were collected unfiltered: ❑ YES ❑ NO
and field acidified: ❑ YES LINO
ite sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services Certification No. 37712
1RAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Coliform: MF Fecal 31616
<10 . 0 /100mL
Nitrate (NO3) as N 00620
6.2 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
0.29 mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
solved Solids:Total 70300
249 mg/L
Al - Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680
7.9 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
7.3 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 000m
µMhos
K - Potassium 00937
mg/L
Total Ammonia 00610,
< 0 . 0 5 0 mg/L
Mg - Magnesium 00927
mg/L
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
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 #. 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%

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, 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 (Street) NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
pty) (state)
(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
MW- 7R
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 / 21 / 2 019 FIELD ANALYSES:
WAS
Well Depth: 17 _ 3 7 ft.
Well Diameter: 2 in.
pH 00400: 5 .58 units Temp. 000lo: 15.0 °C
DRY at
Depth to Water Level 92546: 10 • 8 8ft. below measuring point Screened Interval: 5 ft.* to
15 ft* Spec. Cond. 00094: 338.8 µMhos
time of
sampling,
Measuring Point is 3 . 00 ft. above land surface
Relative M.P. Elevation: 20ft.
Odor 000s5: none
check
check
Volume of water pumped/bailed before sampling:
3.25
gallonsscreened interval is relative to land surface Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report Laboratory Name: Pace=Analytical Services Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved
and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 <2 . 0
/100mL
Nitrate (NO3) as N 00620 20. 2
mg/L Zn- Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 0. 13
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 234
mg/L
Al - Aluminum o11o5
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680 3.0
mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 29.0
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 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 . 0 5 0
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%.

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, 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 ("et) NC 28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
(City) (State) (zip)
IN Spray Field ❑ Remediation:
Contact Person: Mrs. Tracy Wolfe
Telephone#: 82 8 - 3 2 9 - 6 64 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:
fromPermit
SAMPLING INFORMATION MW- 6
If WELL
WELL ID NUMBER (from Permit):
Date sample collected: 5 / 21 / 2 019 FIELD ANALYSES:
WAS
Well Depth: 11 ft.
Well Diameter: 2 in.
pH 00400: 5 .46 units Temp. 000lo: 17 .2 °C
DRY at
Depth to Water Level 82546: 5 , 53 ft. below measuring point Screened Interval: 5* ft. to 10* ft. Spec. Cond. 00094: 142.3 µMhos
time of
sampling,
Measuring Point is 3 . 0 0 ft. above land surface
Relative M.P. Elevation: 2061.17 ft.
Odor 00085: none
check
Volume of water pumped/bailed before sampling: 3.0
gallons *screened interval is relative to land
surface Appearance
here:❑
Samples for metals were collected unfiltered: ❑ YES
❑ NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: varies; see analytical report LaboratoryName: Pace Analytical Services Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved
and colloidal concentrations.
COD 00335 mg/L
Nitrite (NOZ) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 23.0 /100mL
Nitrate (NO3) as N 00620 0.37
mg/L Zn -Zinc 01092 mg/L
Coliform: MF Total 31504 /100mL
Phosphorus: Total as P 00665 0 . 0 6 8
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 78.0 mg/L
Al -Aluminum ol1o5
mg/L
pH (Lab) 00403 units
Ba - Barium 01007
ug/L
TOC 00680 3.3 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 11 . 3 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 000m µMhos
K - Potassium 00937
mg/L method #
Total Ammonia 00610 < 0 . 0 5 0 mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NHsas N; Ammonia Nitrogen, Total)
Mn - Manganese 01o55
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%

JUt3MI I t-UKM UN YtLLUVV I-AltK UNLY
• . DEPARTMENT'OF ENVIRONMENT & 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 WQ0004.797 UIC
Permit Name (if different): NPDES Other
Facility Address: 125 Industrial Park TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (S"eat) NC 28792 County Henderson El Lagoon El Remediation: Infiltration Gallery
(city) (Slate) (zip) 12 Spray Field ❑ Remediation:
Contact Person: Mrs. Tracy Wolfe Telephone#: 8 2 8 - 3 2 9 - 6 64 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:
L ID NUMBER (from Permit): MW- 5
Depth: 18 . S p ft.
i to Water Level 82546: 8 - 5 7 ft. below measuring point
wring Point is 3 . 0 0 ft. above land surface
ne of water pumped/bailed before sampling: 5.0
)les for metals were collected unfiltered: ❑ YES C
Date sample collected: 5 / 21 / 2 019 FIELD ANALYSES:
Well Diameter: 2 in. pH 00400: 5 . 68 units
Screened Interval: 9 * ft. to 19 * ft. Spec. Cond. 00094:
Relative M.P. Elevation: 208.5.60 ft. Odor 00085: none
*screened interval is relative to land surface
gallons Appearance
NO and field acidified: ❑ YES ❑ NO
see -analytical report Laboratory Name: Pace Analytical Services
COD 00335
mg/L
Coliform: MF Fecal 31616
7.0 /100mL
Coliform: MF Total 31504
/100mL
(Note: Use MPN method for highly turbid samples)
solved Solids:Total 70300
91.0 mg/L
pH (Lab) 00403
units
TOC 00680
9.4 mg/L
Chloride 00940
26.8 mg/L
Arsenic 01002
ug/L
Grease and Oils 00552
mg/L
Phenol 32730
ug/L
Sulfate 00945
mg/L
ecific Conductance 00095
µMhos
Total Ammonia 00610
< 0 . 050 mg/L
(Ammonia Nitrogen; NH3asN; Ammonia Nitrogen, Total)
TKN as N 00625
mg/L
and colloidal concentrations.
Nitrite (NO2) as N 00615 mg/L Pb - Lead o1o51
Nitrate (NO3) as N 00620 0.057 mg/L Zn - Zinc 01092
Phosphorus: Total as P 00665 0.12 mg/L
If WELL
Temp. 000lo: 1-5-2 °C DRY at
130.6 µMhos time of
sampling,
here: ❑
Certification No. - 3 7 712 - -
ug/L
mg/L
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
Al - Aluminum o1105
mg/L
Ba - Barium 01007
ug/L
Ca - Calcium 00916
mg/L
Cd - Cadmium 01027
ug/L
Chromium: Total 01034
ug/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Hg - Mercury 71900
ug/L
Lab Report Attached? ® Yes (1) ❑ No (0)
K - Potassium 00937
mg/L
method #
Mg - Magnesium 00927
mg/L
method #
Mn - Manganese o1o55
ug/L
method #
Ni - Nickel01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
G✓
Y
Permittee (or Authorized Agent) Name an(rTitle - Please print or type SWature of Permittee (or Authorized Agent) / (Date)
GW-59 Rev.8/2013

SUtiMI I I-UKIVI UN YtLLUVV I'AI'tK UIVLY
NDWATER QUALITY MONITORING:
LIANCE REPORT FORM
ACILITY INFORMATION Please Print clearly or Type
acility Name: Clement Pappas
ermit Name (if different):
acilityAddress: 125 Industrial Park
Hendersonville (street) NC 28792 County Henderson
act Person: Mrs. Tracy Wolfe Telephone#: [phone]
Location/Site Name: Irrigation Area No. of wells to be sampled: 6
L ID NUMBER (from Permit): MW-4
Depth: 18 --2-Q ft.
n to Water Level 82546: 8 .4 9 ft. below measuring point
luring Point is 2 . 4 3 ft. above land surface
ne of water pumped/bailed before sampling: 4.75
)les for metals were collected unfiltered: ❑ YES C
PARTMENT OF ENVIRONMENT & NATURAL RESOURCES
7SION OF WATER RESOURCES - INFORMATION PROCESSING UNIT'
7 MAIL SERVICE CENTER, RALEIGH, NC27699-1617 Phone: [phone]
:RMIT Number: Expiration Date: 8 / 31 / 2 0 2 C
,n-Discharge WQ0004797 UIC
'DES Other
PE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon ❑ Remediation: Infiltration Gallery
® Spray Field ❑ Remediation:
❑ Rotary Distributor ❑ Land Application of Sludge
❑ Water Source Heat Pump ❑ Other:
Date sample collected: 5 / 21 / 2 019 FIELD ANALYSES:
Well Diameter: 2 in. pH 00400: 5 • 81 units
Screened Interval: g ft. tolE . i *ft. Spec. Cond. 00094:
Relative M.P. Elevation: 2063.77 ft. Odor 00085: none
gallon *screened interval is relative to land surfaoeAppearance
NO and field acidified: ❑ YES ❑ NO
WAS
Temp. 000lo: 15.7 °C DRY at
261.4 µMhos time of
Ite sample analyzed: varies;
see analytical report LaboratoryName: Pace Analytical
Services Certification No. 37712
kRAMETERS 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
< 1 . 0 /100ml-
Nitrate (NO3) as N 00620
3.3 mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100ml-
Phosphorus: Total as P 00665
0 .044 J mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
solved Solids:Total 70300
170 mg/L
At - Aluminum oil o5
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680
3 .0 mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
11.3 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)
ecific Conductance 00095
µMhos
K - Potassium 00937
mg/L
method #
Total Ammonia 00610
< 0 . 0 5 0 mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese of o55
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 Authorize Agent) Name an itle - Please print or type Sign re of Permittee (or Authorized Agent)
GW-59 Rev.8/2013
check
here: ❑