WQ0004797_Monitoring - 05-2021_20210628 (2)

Monitoring Report Submittal
............................................................................................................................................
Permit Number #* WQ0004797
Name of Facility:*
Month:* May
Report Information
Clement Pappas NC,LLC
Type *
NDMR, NDAR-1, NDAR-2, NDMLR
GW-59
Confirmation Email Address:*
Name of Submitter:*
Signature:
Date of submittal:
Year:* 2021
Upload Document*
5-2021 signed 1.05MB
NDAR, NDMR. pdf
PDF Only
May 2021 Groundwater 3.94MB
report signed.pdf
PDF Only
Please upload one PDF containing all applicable monitoring reports
(i.e., NDMR, NDAR-1, NDAR-2, NDMLR, GW-59).
[e-mail]
Dale Wolfe
6/28/2021
This will be filled in automatically

Initial Review
Reviewer: Saunders, Erickson G
Is the project number correct?* WQ0004797
Is the monitoring report r Yes r No
accepted?*
Regional Office* Asheville
Accepted Date:
6/29/2021

AnchorQEAof North Carolina, PLLC ANCHOR
231 Haywood Street
Asheville, North Carolina 28801 tZ QEA
828.281.3350
June 21, 2021
Billy Watson
Lassonde Pappas & Co., Inc.
125 Industrial Park Road
Hendersonville, North Carolina 28792
Re: May 2021 Groundwater Sampling Event
Clement Pappas NC, LLC
Dear Mr. Watson,
Anchor QEA of North Carolina, PLLC, is pleased to present the results of the May 2021 water quality
monitoring event at the Clement Pappas NC, LLC (Clement Pappas) facility (the Site), located at
485 Brookside Camp Road in Hendersonville, North Carolina. The company that operates the facility
rebranded to Lassonde Pappas & Company in 2016. However, for permitting purposes, the
Hendersonville facility retains the Clement Pappas NC LLC name that is designated on the property deed.
Groundwater Quality
Anchor QEA performed the groundwater sampling event at the subject facility (the Site) on
May 11, 2021. AS ite location map is included in Figure 1. The groundwater sampling event was
performed in accordance with North Carolina Department of Environmental Quality (DEQ wastewater
irrigation system permit No. WQ0004797 issued September 3, 2015, and renewed May 15, 2020
(referred to as the permit in this letter; effective September 1, 2020, and expires July 31, 2026).
Anchor QEA used low -flow methods to purge and collect groundwater samples from six monitoring
wells: MW-4, MW-5, MW-6, MW-7R, MW-8, and MW-9. Monitoring well MW-9 was installed
April 14, 2015, to replace the previously damaged monitoring well MW-2R. The locations of the
monitoring wells are shown in Figure 2. Anchor QEA submitted the groundwater samples to
Pace Analytical Services, Inc., a North Carolina -certified laboratory, for analysis of the parameters
specified in the permit, as follows:
• Total organic carbon
• Chloride
• Fecal coliform
• Total ammonia
Groundwater Elevation
• Total nitrate
• Phosphorous
• Total dissolved solids
Table 1 summarizes current and historical groundwater elevations from November 2018 to May 2021.
Except for monitoring well MW-9, all monitoring well concrete pads and top -of -well casing elevations
\\athena\ashevile\Prgects\Clanent Pappas\Reports\2021\M3y\Source Files\Text\20210621_May 2021 Groundwater Sampling Event Gement Pappas NC, LLC.docx

June21, 2021
Page 2
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 top -of -casing elevations are
indicated in Table 1.
Groundwater Analytical Results
Table 2 summarizes the current and historical groundwater analytical results from November 2018 to
May 2021. During the current sampling event, the parameters analyzed were below or within the
groundwater standards provided in the permit,' except for nitrate and pH, which are described as follows:
• The pH of the samples collected from MW-4 (5.8 standard units [SU]), MW-5 (5.5 SU),
MW-6 (5.5 SU), MW-7R (5.2 SU), and MW-9 (5.4 SU) were below the groundwater standard
range of 6.5 to 8.5 SU. The sample collected from the background monitoring well, MW-5, has
a pH that is similar to the other groundwater monitoring wells.
• The nitrate concentration exceeded the permit groundwater standard of 10 milligrams per
liter (mg/L) in the sample collected from one monitoring well, MW-7R (40.4 mg/L).
The Title 15A, North Carolina Administrative Code [NCAC], Subchapter 2L, Section .0202 standard
(2L standard) for total coliform is 1 colony -forming unit per 100 milliliters (1 CFU/100 mL). There is
not a specific permit limit or 2L standard for fecal coliform; however, total coliform includes fecal
coliform. The following summarizes fecal coliform results from the groundwater monitoring wells:
• Fecal coliform concentrations exceeded the 2L standard for total coliform in monitoring well
MW-6 (5.0 CFU/100 mL) but was not detected at or above laboratory detection limits in the
samples collected from all other monitoring wells.
Surface Water Quality
Beginning in May 2017, Clement Pappas voluntarily collected surface water samples from Mud Creek,
analyzing for the same constituents as those sampled in groundwater. The renewed permit issued in
May 2020 and effective September 2020 requires semiannual sampling of the surface water
locations. 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.
Surface Water Analytical Results
Table 3 summarizes the historical and current surface water analytical results. For the May 2021
sampling event, no parameters were detected at concentrations above the associated
15A NCAC 2B surface water standards (2B standards).
Since collection of surface water samples for all permit constituents began in May 2017, nitrate
concentrations have been similar in SW-1 (upstream) and SW-2 (downstream). The spring 2021
sampling showed a similar relationship: upstream sample SW-1 had a nitrate concentration of
Most of the groundwater standards are represented by the 2L standards, with the exception of nitrate and total organic carbon,
which are set in the Wastewater Irrigation System Permit Number WQ0004797.

June21, 2021
Page 3
0.80 mg/L, and downstream sample SW-2 was 0.74 mg/L. The results for total organic carbon,
chloride, total dissolved solids (TDS), ammonia, and total phosphorus were also similar for upstream
and downstream samples, indicating the unlikelihood that the Site is impacting Mud Creek.
Discussion
Taking a proactive approach, in 2016 Clement Pappas contracted Nutter and Associates to analyze
the overall health and performance of the land application system to determine ways to improve the
longevity of the system while reducing the likelihood of impacts on groundwater. Based on this work,
Clement Pappas has implemented the following activities:
• To avoid introducing additional nitrogen into soils at the subject facility, Clement Pappas has
implemented the practice of baling 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.
All of the samples collected during the May 2021 sampling event were below the permit standard for
nitrate except for MW-7R which is consistent with historical results. The results for all analyzed
constituents in surface water, including nitrate, were below applicable standards and similar for
upstream and downstream samples.
On behalf of Clement Pappas, Anchor QEA notified the DEQ of the nitrate results from the May 2021
sampling event on June 15, 2021. Per discussions with the DEQ, Anchor QEA proposes to work with
Clement Pappas to evaluate the structural integrity of MW-7R and determine if overland flow from
irrigation fields, in combination with heavy rainfall events, may be resulting in the migration of
surface water directly into the well.
Anchor QEA proposes to inspect the surface seal of MW-7R for settling and cracking and perform a
downhole camera inspection of MW-7R, if warranted to determine well casing integrity. Leading up
to the November 2021 monitoring event, Anchor QEA proposes to collect the following data to track
irrigation, rainfall, and water levels in MW-7R and MW-9 (comparison):
— Obtain rainfall data through the National Oceanic and Atmospheric Administration's
(NOAA) website for station US1NCHN0060.
— Compile spray application volumes for the following locations:
• MW-7R: fields 5a, 8, and 9
• MW-9: fields 5b and 6
Acquire water level data from MW-7R and MW-9 using transducers deployed prior to groundwater
sampling. The findings will be summarized in the November 2021 Groundwater Sampling Report.

June21, 2021
Page 4
In accordance with the spray irrigation permit WQ0004797, Clement Pappas is required to submit the
following to the DEQ by June 30, 2021 (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 and surface water sampling
event in November 2021.

June 21, 2021
Page 5
If you have any questions or would like additional information, please do not hesitate to contact me
at [phone] [e-mail].
Sincerely,
Jennifer Verde
Managing Engineer
Attachments
Table 1 Current and Historical Groundwater Elevation Measurements
Table 2
Current and Historical Groundwater Analytical Results
Table 3
Current and Historical Surface Water Analytical Results
Figure 1
Site Location Map
Figure 2
Site Plan Map
Attachment 1
Laboratory Analytical Reports and Chain -of -Custody Forms
Attachment 2
Well Sampling Logs and Instrument Calibration Data Sheet
Attachment 3
DEQ GW-59A — Compliance Report Form
Attachment 4 DEQ GW-59 — Groundwater Quality Monitoring: Compliance Report Forms

Tables

Table 1
Current and Historical Groundwater Elevation Measurements
Well
Identification
MW-4
MW-5
MW-6
Screened
Interval
(ft bgs)
Date Measured
Depth to
Groundwater
Top -of-
Casing
Elevation
Top -of -Casing
Height Above
Ground Surface
Groundwater
Elevation
5.0 - 15.0
11/02/2018
8.00
2063.77
2.43
2055.77
05/21/2019
8.49
2055.28
11/14/2019
8.82
2054.95
05/06/2020
7.98
2055.79
11/06/2020
8.02
2055.75
05/11/2021
8.52
2055.25
9.0 - 19.0
11/02/2018
8.23
2085.60
3.00
3.00
3.00
3.00
2077.37
05/21/2019
8.57
2077.03
11/14/2019
8.90
2076.70
05/06/2020
8.28
2077.32
11/06/2020
8.90
2076.70
05/11 /2021
8.77
2076.83
5.0 - 10.0
11/02/2018
5.03
2061.17
2062.86
2056.14
05/21/2019
5.53
2055.64
11/14/2019
5.59
2055.58
05/06/2020
5.41
2055.76
11/06/2020
5.33
2055.84
05/11 /2021
5.68
2055.49
MW-7R
MW-8
5.0 - 15.0
3.0 - 13.0
11/02/2018
10.33
2052.53
05/21/2019
10.88
2051.98
11/14/2019
11.33
2051.53
05/06/2020
10.11
2052.75
11/06/2020
10.05
2052.81
05/11 /2021
10.85
2052.01
11/02/2018
8.85
2060.80
2051.95
05/21/2019
9.38
2051.42
11/14/2019
9.75
2051.05
05/06/2020
8.54
2052.26
11/06/2020
8.37
2052.43
05/11 /2021
9.24
2051.56
MW-9
3.0 - 13.0
11/02/2018
4.55
2060.23
1.44
2055.68
05/21/2019
4.89
2055.34
11/14/2019
5.15
2055.08
05/06/2020
4.30
2055.93
11/06/2020
4.10
2056.13
05/11 /2021
4.75
2055.48
May 2021 Groundwater Sampling Event Pagel of 2
Clement Pappas, Hendersonville, North Carolina June 2021

Table 1
Current and Historical Groundwater Elevation Measurements
Notes:
Top -of -casing elevations: MW-5 through MW-S 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.
ft bgs: feet below ground surface
Monitoring is performed in accordance with Permit No. WQ0004797 issued to Clement Pappas on May 15, 2020 and effective
on September 1, 2020.
May 2021 Groundwater Sampling Event Page 2 of 2
Clement Pappas, Hendersonville, North Carolina June 2021

Table 2
Current and Historical Groundwater Analytical Results
Sample
Name
Sample Date
2
Ol
O =
p49
N L
O R
O
L
V
N
N
Z
O
F •O
O
O
Q
L
O•
O
L
O
L
H
C
0
�
O
F
N_ O
V
O
C L
V
�+
G
(SU)
(m9/L)
(mg/L)
(CFUs per
100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(pg/L)
OWL)
(pg/L)
(pg/L)
(pg/L)
(pg/L)
2L Groundwater Standards
6.5 - 8.5
70
250
7
NL
SOO
7.5
NL
0.7
3
70
700
003
7
Groundwater Standards Provided in Permit No. WQ0004797
-
70
2SO
NL
'O
500
7.5
NL
0.7
3
70
700
0.03
7
11/02/2018
5.47'
3.6
9.0
<10.0
0.48
137
<0.10
0.070
< 0.50
'0.50
< 0.50
< 0.50
< 1.0
< 0.50
OS/21/2019
5.81
3.0
11.3
<11_0
33
170
<0.050
0.044J
NR
11/14/2019
5.82
3.7
11
<1.0
0.42
190
<0.10
<0.050
< 0.50 z 0-SO 'O.SO
< 0.50 < 1.0 < 0.50
MW-4
05/06/2020
5.70
2.3
7.6
<1.0
3.7
172
<0.10
<0.050
NR
11/06/2020
5_30
2.8
6.9
<1.0
0.73
148
<0.10
<O.050
< 0.50 < O.50 < 0.50
< 0.50 < 1.6 < 0.50
05/11/2021
5.8
2.8
6.9
<1.0
1.4
169
0.14
<0.050
NR
11/02/2018
5.53
5.1
23.9
<10.0
<0.020
86
<0.10
0.085
39.1 6.0 6.7
1 < 0.50 < 1.0 < 0.50
05/21/2019
5_68
9.4
26.8
7.0 1
0.1
1 91
<0.050
0.120
NR
MW-5
11/14/2019
5.59
6.0
251
7.0
0.055
202
<0.10
0.081
2Z_4 4.4 5.0
< 0.50 < 1.0 < 0.50
05/06/2020
5.90
6.9
7.3
8.0
<0.040
116
<0.10
0.083
NR
11/06/202o
5.65
4.6
6.9
8_0
<0.040
61.0
< _l
-0.060
0.86 1_0 < 0.50
< O_SO < 1.0 < 0.50
05/11/2021
5.5
5.5
1T.8
<2.0
<0.040
110
<0.10
0.090
NR
11/02/201a
5.02
2.5
10.1
69.0
0.6
88
<0.10
1 0.057
< 0.50 < 0.50 < 0.50
< 0.50 < 1.0 < 0.50
05/21/2019
5.46
33
113
23.0
0.4
78
<0.050
0.068
N
MW-6
11/14/2019
5.30
2.9
9.3
44.0
0.56
342
<0.10
O. S2
< 0.50 < 0.50 < O.SO
I < 0.50 1 < 1.0 1 < 0S
05/06/2020
S-38
2.0
9.7
3.0
1.1
96.0
<0.10
<0.050
NR
11/06/2020
5.23
2.6
12.5
3.0
32
139
<0.10
<0.050
< 0.50 < 0.50 < 0.50
1 < 0.50 < 1.0 < 0.50
05/11/2021
5.5
2.2
10.9
5_0
1.4
99.0
<0.10
<0.050
NR
11/02/2018
5.48
53
202
<10.0
75J
243
<0.1
0.17
< 0.50 -0.50 < 0.50
1 < 0.50 < 1.0 < 0.50
05/21/2019
5.58
3.0
29.0
<2.0
20.2
234
<0.050
0.130
NR
MW-7R
11/14/2019
6.42
3.0
22.7
<2.0
17.1
73
10.10
0.084
< O.SO < 0.50 < 0.S0
< 0.50 1.0 < 0-SO
05/06/2020
5.20
l.Z
ZO.9
<1.0
21.5
219
<0.10
<0.050
NR
11/06/2020
5.54
1.7
T7:8
<1.0
13_0
205
<0.10
<0.050
< 0.50 < 0.50 < 0.50
I < 0.50 < 1.0 < 0.50
05/11/2021
5.2
1.7
342
<1.0
40.4
296
<0.10
0.051
NR
11/02/2018
6.52
9.5
8.0
19.0
6.8
351
<0.10
0.250
< 0.50 < O50 < 0.50
1 < O.SO < 1.0
/21/2OT9
6.89
7T
7.3
<10.0
6.2
249
<0.050
0.290
NR
MW 8
11/14/2019
6.71
7.7
7.2
2.0
1.2
51
<0.10
0.10
< 0.50 < 0.50 < 0.50
1 < 0.50 < 1.0 < 0.50
05/06/2020
6.47
2.7
2.8
<1.0
3.6
139
<0.10
<0.050
NR
11/06/2020
634
2.8
2.3
14.0
2.4
12
<0.10
1<0.050
< 5.5 < 0.50 < 0.5
< 0.50 < 1.0 < 0.50
05/11/2021
b.b
3.8
:0
<1.0
1.7
114
.70
1 -0.050
NR
11/02/2018
5.77
8.4
5.8
<10.0
0.6
88
<0.10
0.470
< 0.50 < 0.50 < 0.50
1 < 0.50 < 1.0 < 0.50
05/21/2019
5.64
7.2
4.6
<10.0
02
80
<0.050
0.230
NR
MW 9
11/14/2019
5.57
6.1
5.4
<l.0
0.89
56
<0.10
0.076
< 0.50 < 0.50 < OS0
-0.50 < 1.0 < 0-
05/06/2020
5.52
S.9
1.8
<l.0
<0.040
68.0
<0.10
0.099
NR
11/06/2020
4.93
4.5
1 4
76.0
0.043
88.0
<0.10
0.095
< 0.S0 < O.SO < 0.50
1 < 0.50 < 1.0 < 0.50
05/11/2021
5.4
3.6
9.8
<2.0
1.9
<25.0
1 <0.TO
0.089
NR
May 2021 Groundwater Sampling Event
Clement Pappas, Hendersonville, North Carolina

Table 2
Current and Historical Groundwater Analytical Results
Notes:
2L standards are set in North Carolina Administrative Code, Title t 5A Subchapter 2L — Groundwater Classifications and Standards, Department of Environmental Quality (Amended April t, 2O13) Total organic carbon and nitrate standards are
set in Wastewater Irrigation System Permit Number WQOOO4797. There is no defined 2L standard for fecal coliforn; therefore, the standard listed is for "total coliform.'
Bolded values indicate a concentration above the respective permit groundwater standard or outside the permit groundwater standard range.
pH is analyzed by Anchor QEA of North Carolina, PLLC; NC lab certification number 5445
Monitoring is performed in accordance with Permit No. W0OOO4797 issued to Clement Pappas on May 15, 2020 and effective on September t, 2020.
< indicates that the constituent concentration was not detected above the method detection limit.
Vg/L microgr-dms per liter
CFU: coliforn-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
mL: milliliter
NL : No 2L standard exists
NR: not reported
SU: standard unit
May 2021 Groundwater Sampling Event
Clement Pappas, Hendersonville, North Carolina

Table 3
Current and Historical Surface Water Analytical Results
c.
C C
0
H O UMU
a
C
O
�0 .�
v°
Z
V
N
N _V
o Q o
A
•O
E
N
O.
a
(CFUs per
Sample Name
Sample Date
(SU)
(mg/L)
(mg/L)
100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
28 Standard
6.5 - 8.5
NL
230
200
NL
NL
NL
NL
5/2/2018
6.88
1.5
4.8
53.0
0.74
54.0
<0.10
0.044 J
11/2/2018
6.28
2.9
5.1
780
0.72
54.0
<0.10
0.077
5/21/2019
7.02
1.6
5.0
98.0
0.75
42.0
<0.050
0.067
SW-1
11/14/2019
6.76
1.9
5.3
118
0.83
57.0
<0.10
0.1
(Upstream)
5/6/2020
7.20
1.6
4.6
290
0.76
49.0
<0.10
0.092
11/6/2020
5.83
1.6
4.4
145
0.71
56.0
<0.10
<0.050
5/11/2021
6.8
1.3
5.3
191
0.80
48.0
<0.10
0.068
5/2/2018
6.98
1.4
4.4
118.0
0.72
51.0
0.052 J
0.045 J
11 /2/2018
7.08
2.9
4.6
940.0
0.75
53.0
0.099 J
0.076
5/21/2019
6.99
1.6
4.9
200.0
0.76
47.0
<0.050
0.068
SW-2
11/14/2019
7.01
1.9
5.4
127
0.82
83.0
<0.10
0.089
(Downstream)
5/6/2020
6.67
1.7
4.2
420
0.72
53.0
<0.10
<0.050
11/6/2020
6.19
1.6
4.4
97.0
0.70
1 59.0
<0.10
<0.050
5/11/2021
6.9
1.4
5.0
146
0.74
47.0
<0.10
0.061
Notes:
2B standard: surface water standard per North Carolina Administrative Code, Title 15A: Department of Environmental Quality, Subchapter 2B - Surface Water and
Wetland Standards (last amended in September 2017), or the standard obtained from the U.S. Environmental Protection Agency Nationally Recommended Water Quality
Criteria for Aquatic Life and Human Health.
Bolded values indicate a concentration equal to or above the respective 2B standard or a value outside the 2B standard range.
< indicates that the constituent concentration was not detected above the laboratory reporting limit
Monitoring is performed in accordance with Permit No. WQ0004797 issued to Clement Pappas on May 15, 2020 and effective on September 1, 2020.
CFU: 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
mL: milliliters
NL: No NC 2L standard exists
SU: standard unit
May 2021 Groundwater Sampling Event Page 1 of 1
Clement Pappas, Hendersonville, North Carolina June 2021

Figures

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Attachment 1
Laboratory Analytical Reports and
Chain -of -Custody Forms

aoAnalylical
www.pacsllbs.com
May 19, 2021
Jennifer Verde
Anchor QEA
231 Haywood Street
Asheville, NC 28801
RE: Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Dear Jennifer Verde:
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville. NC 28804
Enclosed are the analytical results for sample(s) received by the laboratory on May 11, 2021. The results relate only to the
samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Asheville
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
(34ax,i�- ?_
Lord Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
qeawo
o without the written consent of Pace Analytical Services, LLC.
[phone]
Pagel of 26

aceAnalyfical
www.peslab� can
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01 T01
Pace Project No.: 92538054 ,
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 26

2aceAnalyfical`
WM.PICNI s.eom
SAMPLE ANALYTE COUNT
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Lassonde Pappas 91482-01.01T01
Pace Project No.
92538054
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92538054001
MW-4
SM 2540C-2011
ZMC
l
PASI-A
SM 9222D-2006
ECH
1
PASI-A
EPA 350.1 Rev 2.0 1993
NGP
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
KDF1
1
PASI-A
SM 4500-CI-E-2011
MFO
1
PASI-A
SM 531OB-2011
JLH
1
PASI-A
92538064002
MW-5
SM 254OC-2011
ZMC
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
EPA 350.1 Rev 2.0 1993
NGP
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
KDF1
1
PASI-A
SM 4500-CI-E-2011
MFO
1
PASI-A
SM 531OB-2011
JLH
1
PASI-A
92538064003
MW-6
SM 2540C-2011
ZMC
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
EPA 350.1 Rev 2.0 1993
NGP
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
KDF1
1
PASI-A
SM 4500-CI-E-2011
MFO
1
PASI-A
SM 531OB-2011
JLH
1
PASI-A
92538054004
MW-7R
SM 254OC-2011
ZMC
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
EPA 350.1 Rev 2.0 1993
NGP
i
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
KDF1
1
PASI-A
SM 4500-CI-E-2011
MFO
1
PASI-A
SM 531OB-2011
EWS
1
PASI-A
92538054005
MW-8
SM 254OC-2011
ZMC
1
PASI-A
SM 9222D-2006
ECH
1
PASI-A
EPA 350.1 Rev 2.0 1993
NGP
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
KDF1
1
PASI-A
SM 4500-CI-E-2011
MFO
1
PASI-A
SM 531OB-2011
EWS
1
PASI-A
92538054006
MW-9
SM 254OC-2011
ZMC
1
PASI-A
SM 9222D-2006
ECH
I
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 26

raceAnalyfical
www.paceinbs.csm
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Lab ID Sample ID
92538054007 SW-1
92538064008 SW-2
PASI-A = Pace Analytical Services - Asheville
SAMPLE ANALYTE COUNT
Method
EPA 350.1 Rev 2.0 1993
EPA 353.2 Rev 2.0 1993
EPA 365.1 Rev 2.0 1993
SM 4500-CI-E-2011
SM 531OB-2011
SM 254OC-2011
SM 9222D-2006
EPA 350.1 Rev 2.0 1993
EPA 353.2 Rev 2.0 1993
EPA 365.1 Rev 2.0 1993
SM 4500-CI-E-2011
SM 531OB-2011
SM 254OC-2011
SM 9222D-2006
EPA 350.1 Rev 2.0 1993
EPA 353.2 Rev 2.0 1993
EPA 365.1 Rev 2.0 1993
SM 4500-CI-E-2011
SM 531OB-2011
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analysts
Analytes
Reported
Laboratory
NGP
I
PASI-A
MFO
1
PASI-A
KDF1
1
PASI-A
MFO
1
PASI-A
EWS
1
PASI-A
ZMC
1
PASI-A
ECH
1
PASI-A
NGP
1
PASI-A
MFO
1
PASI-A
KDF1
1
PASI-A
MFO
1
PASI-A
EWS
1
PASI-A
ZMC
1
PASI-A
ECH
1
PASI-A
NGP
1
PASI-A
MFO
1
PASI-A
KDF1
1
PASI-A
MFO
I
PASI-A
EWS
I
PASI-A
Page 4 of 26

accAnalyfical
www.pacolabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Sample: MW-4 Lab ID: 92538054001 Collected: 05/11/21 13:07 Received: 05/11/21 14:23 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2011
Pace Analytical Services -Asheville
Total Dissolved Solids
169 mg/L 25.0
1
05/15/21 12:20
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL 1.0
1
05/11/21 18:40 05/12/21 17:14
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
0.14 mg/L 0.10
1
05/14/21 11:35
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
1.4 mg/L 0.040
1
05/12/21 04:50
14797-55-8
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Phosphorus
ND mg/L 0.050
1
05/17/2109:30 05/17/2111:24
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
6.9 mg/L 1.0
1
05/14/2123:18
16887-00-6
5310B TOC
Analytical Method: SM 531OB-2011
Pace Analytical Services - Asheville
Total Organic Carbon
2.8 mg/L 1.0
1
05/16/21 23:34
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 26

aceAnalXical
www.pscslabs.eom
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Sample: MW-5 Lab ID: 92538064002 Collected: 05/11/21 09:03 Received: 05/11/21 14:23 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 254OC-2011
Pace Analytical Services -Asheville
Total Dissolved Solids
110 mg/L 25.0
1
05/15/21 12:20
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL 2.0
2
05/11/21 16:04 05/12/21 15:07
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L 0.10
1
05/14/21 11:36
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, Nitrate
ND mg/L 0.040
1
05/12/21 04:40
14797-55-8
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services - Asheville
Phosphorus
0.090 mg/L 0.050
1
05/17/2109:30 05/17/2111:25
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
11.8 mg/L 1.0
1
05/14/2123:19
16887-00-6
5310B TOC
Analytical Method: SM 531OB-2011
Pace Analytical Services - Asheville
Total Organic Carbon
5.5 mg/L 1.0
1
05/16/21 23:59
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 26

(�IacleAnalytical
www.p*[e-mail]
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Sample: MW-6 Lab ID: 92538054003 Collected: 05/11/21 11:46 Received: 05/11/21 14:23 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2011
Pace Analytical Services -Asheville
Total Dissolved Solids
99.0 mg/L 25.0
1
05/15/21 12:20
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services - Asheville
Fecal Coliforms
5.0 CFU/100 mL 1.0
1
05/11/21 17:07 05/12/21 15:07
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L 0.10
1
05/14/21 11:38
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, Nitrate
1.4 mg/L 0.040
1
05/12/21 04:47
14797-55-8
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services - Asheville
Phosphorus
ND mg/L 0.050
1
05/17/2109:30 05/17/2111:25
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
10.9 mg/L 1.0
1
05/14/2123:20
16887-00-6
5310E TOC
Analytical Method: SM 531OB-2011
Pace Analytical Services - Asheville
Total Organic Carbon
2.2 mg/L 1.0
1
05/17/21 00:17
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 26

accAnalytical
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Sample: MW-7R
Lab ID: 92538054004 Collected: 05/11/21 11:04
Received: 05/11/21 14:23 Matrix: Water
Parameters
Results Units Report Limit DF
Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 254OC-2011
Pace Analytical Services -Asheville
Total Dissolved Solids
296 mg/L 25.0 1
05/15/21 12:20
11,11113110 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services - Asheville
Fecal Coliforms
ND CFU/100 mL 1.0 1
05/11/21 17:07 05/12/21 15:07
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L 0.10 1
05/14/21 11:42 7664-41-7
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
40.4 mg/L 0.40 10
05/12/21 05:23 14797-55-8
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services - Asheville
Phosphorus
0.051 mg/L 0.050 1
05/17/21 09:30 05/17/21 11:26 7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services - Asheville
Chloride
34.2 mg/L 1.0 1
05/14/2123:20 16887-00-6
5310B TOC
Analytical Method: SM 531OB-2011
Pace Analytical Services -Asheville
Total Organic Carbon
1.7 mg/L 1.0 1
05/18/21 21:09 7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 26

1)!-7 aceAnalytical
www.paalabs.com
t
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Sample: MW-8 Lab ID: 92638054005 Collected: 05/11/21 10:09 Received: 05/11/21 14:23 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2011
Pace Analytical Services -Asheville
Total Dissolved Solids
114 mg/L 25.0
1
05/16/21 12:20
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL 1.0
1
05/11/21 16:04 05/12/21 15:07
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, Ammonia
ND mg/L 0.10
1
05/14/21 11:43
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
1.7 mg/L 0.040
1
05/12/21 04:43
14797-55-8
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Phosphorus
ND mg/L 0.050
1
05/17/2109:30 05/17/2111:27
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services - Asheville
Chloride
2.0 mg/L 1.0
1
05/14/2123:21
16887-00-6
5310E TOC
Analytical Method: SM 531OB-2011
Pace Analytical Services -Asheville
Total Organic Carbon
3.8 mg/L 1.0
1
05/18/21 21:28
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 9 of 26

aC,aaryttcai
WWW.oecelabstem
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Sample: MW-9 Lab ID: 92638054006 Collected: 05/11/21 12:28 Received: 05/11/21 14:23 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2011
Pace Analytical Services -Asheville
Total Dissolved Solids
ND mg/L 25.0
1
05/15/21 12:21
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL 2.0
2
05/11/21 18:40 05/12/21 17:14
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, Ammonia
ND mg/L 0.10
1
05/14/21 11:45
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, Nitrate
1.9 mg/L 0.040
1
05/12/21 04:48
14797-55-8
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Phosphorus
0.089 mg/L 0.050
1
05/17/21 09:30 05/17/2111:27
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
9.8 mg/L 1.0
1
05114/2123:22
16887-00-6
5310E TOC
Analytical Method: SM 531 OB-2011
Pace Analytical Services -Asheville
Total Organic Carbon
3.6 mg/L 1.0
1
05/18/21 21:48
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 10 of 26

aceAnalytical
wnw.P1nl1bs.o0m
ANALYTICAL RESULTS
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538064
Sample: SW-1 Lab ID: 92538054007 Collected: 05/11/21 13:25 Received: 05/11/21 14:23 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2011
Pace Analytical Services - Asheville
Total Dissolved Solids
48.0 mg/L 25.0
1
05/15/21 12:21
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services -Asheville
Fecal Coliforms
191 CFU/100 mL 1.0
1
05/11/21 18:40 05/12/21 17:14
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L 0.10
1
05/14/21 11:46
7664-41-7
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, Nitrate
0.80 mg/L 0.040
1
05/12/21 04:54
14797-55-8
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Phosphorus
0.068 mg/L 0.050
1
05/17/2109:30 05/17/2111:28
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
5.3 mg/L 1.0
1
05/14/2123:25
16887-00-6
5310B TOC
Analytical Method: SM 5310E-2011
Pace Analytical Services -Asheville
Total Organic Carbon
1.3 mg/L 1.0
1
05/18/21 23:10
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 26

r
P ceAnalytical
www.pocelabs.com
ANALYTICAL RESULTS
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Sample: SW-2 Lab ID: 92538054008 Collected: 05/11/21 10:30 Received: 05/11/21 14:23 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540C Total Dissolved Solids
Total Dissolved Solids
MBIO 9222D Fecal Coliform AVL
Fecal Coliforms
350.1 Ammonia
Nitrogen, Ammonia
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
365.1 Phosphorus, Total
Phosphorus
4500 Chloride
Chloride
5310B TOC
Total Organic Carbon
Date: 05/19/2021 05:10 PM
Analytical Method: SM 254OC-2011
Pace Analytical Services - Asheville
47.0 mg/L 25.0 1
05/15/2112:21
Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Pace Analytical Services - Asheville
146 CFU/100 mL 1.0 1
05/11/21 17:07 05/12/21 15:07
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
ND mg/L 0.10 1
05/1412111:48
7664-41-7
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
0.74 mg/L 0.040 1
05/12/2104:45
14797-55-8
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services -Asheville
0.061 mg/L 0.050 1
05/17/21 09:30 05/17/2111:29
7723-14-0
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services - Asheville
5.0 mg/L 1.0 1
05/14/2123:25
16887-00-6
Analytical Method: SM 531OB-2011
Pace Analytical Services -Asheville
1.4 mg/L 1.0 1
05/18/2123:28
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 12 of 26

aceAnalytical
www.pacelabs.com
QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
QC Batch: 620518 Analysis Method: SM 254OC-2011
QC Batch Method: SM 254OC-2011 Analysis Description: 2540C Total Dissolved Solids
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
METHOD BLANK: 3264839 Matrix: Water
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Dissolved Solids mg/L ND 25.0 05/15/21 12:19
LABORATORY CONTROL SAMPLE: 3264840
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids mg/L 249 244 98 90-110
SAMPLE DUPLICATE: 3264841
92537889013 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 1140 1140 0
SAMPLE DUPLICATE: 3264842
92538054002 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 110 104 6
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: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 26

ace Analytical
www.palabs.com
QUALITY CONTROL DATA
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: 619989 Analysis Method: SM 9222D-2006
QC Batch Method: SM 9222D-2006 Analysis Description: 9222D Fecal Coliform(MF) -AVL
Laboratory: Pace Analytical Services - Asheville
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
METHOD BLANK: 3261848 Matrix: Water
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 05/12/21 15:07
SAMPLE DUPLICATE: 3261849
Parameter
Fecal Coliforms
SAMPLE DUPLICATE: 3261850
Parameter
Fecal Coliforms
92538192001
Units Result
CFU/100 mL� ND
Units
CFU/100 mL
Dup
Result RPD Qualifiers
ND
92538187002 Dup
Result Result
ND 1.0
RPD Qualifiers
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: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 14 of 26

aceAnalytical
www.p=alabs.com
QUALITY CONTROL DATA
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: 620334 Analysis Method: EPA 350.1 Rev 2.0 1993
QC Batch Method: EPA 350.1 Rev 2.0 1993 Analysis Description: 350.1 Ammonia
Laboratory: Pace Analytical Services - Asheville
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
METHOD BLANK: 3263863 Matrix: Water
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Ammonia mg/L ND 0.10 05/14/21 11:07
LABORATORY CONTROL SAMPLE: 3263864
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L 5 5.0 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3263865 3263866
MS MSD
92537426001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Cone. Cone. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 5.3 5.3 104 104 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3263867 3263868
MS MSD
92537480001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Cone. Cone. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 4.8 4.8 96 96 90-110 0
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 15 of 26

aceAnalytical
WIIN.pal�lab3.00a1
QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
QC Batch: 619778 Analysis Method: EPA 353.2 Rev 2.0 1993
QC Batch Method: EPA 353.2 Rev 2.0 1993 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
METHOD BLANK: 3260792 Matrix: Water
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.040 05/12/21 04:25
LABORATORY CONTROL SAMPLE: 3260793
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 1.5 1.6 104 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3260796 3260797
MS MSD
92538054002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Nitrate mg/L ND 1.5 1.5 1.6 1.6 109 108 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3260803 3260804
MS MSD
92537860001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Nitrate mg/L 14.8 15.5 5
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 16 of 26

aceAnalytical
� wq+w.pacslahs.cam
i
QUALITY CONTROL DATA
Project: Lassonde Pappas 91482-01.01T01
Pace Project No. 92538054
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QC Batch: 620769 Analysis Method: EPA 365.1 Rev 2.0 1993
QC Batch Method: EPA 365.1 Rev 2.0 1993 Analysis Description: 365.1 Phosphorus, Total
Laboratory: Pace Analytical Services - Asheville
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
METHOD BLANK: 3266131 Matrix: Water
Associated Lab Samples: 92538054001, 92538054002, 92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Phosphorus mg/L ND 0.050 05/17/2111:16
LABORATORY CONTROL SAMPLE: 3266132
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.5 102 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3266133
MS
92537844001 Spike
Parameter Units Result Conc.
Phosphorus mg/L 1.8 2.5
1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3266135
MS
92537848001 Spike
Parameter Units Result Conc.
Phosphorus mg/L 1.7 2.5
3266134
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits RPD
2.5 4.4 4.4 103 104 90-110 0
3266136
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits RPD
2.5 4.2 4.2 102 102 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: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC
Qual
Qual
Page 17 of 26

lceAr�a1ytical
www.pacelaba.com
QUALITY CONTROL DATA
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
QC Batch: 620631
Analysis Method: SM 4500-CI-E-2011
QC Batch Method: SM 4500-CI-E-2011
Analysis Description: 4500 Chloride
Laboratory: Pace Analytical Services - Asheville
Associated Lab Samples: 92538054001, 92538054002,
92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
METHOD BLANK: 3265503
Matrix: Water
Associated Lab Samples: 92538054001, 92538054002,
92538054003, 92538054004, 92538054005, 92538054006, 92538054007,
92538054008
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Chloride mg/L
ND 1.0 05/14/2123:15
LABORATORY CONTROL SAMPLE: 3265504
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Chloride mg/L
20 20.8 104 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3265845 3265846
MS MSD
92538789001
Spike Spike MS MSD MS MSD % Rec
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Chloride mg/L 2.2
10 10 12.2 12.0 99 97 90-110 2
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3265847 3265846
MS MSD
92538789002
Spike Spike MS MSD MS MSD % Rec
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Chloride mg/L 2.2
10 10 12.3 12.3 101 101 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: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 18 of 26

1*�P'ceAnalytcal
www.plelabs.com
QUALITY CONTROL DATA
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
QC Batch: 619968 Analysis Method: SM 531OB-2011
QC Batch Method: SM 531 OB-2011 Analysis Description: 5310B TOC
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92538054001, 92538054002, 92538054003
METHOD BLANK: 3261740 Matrix: Water
Associated Lab Samples: 92538054001, 92538054002, 92538054003
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mg/L ND 1.0 05/14/21 08:41
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 3261741
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Organic Carbon mg/L 25 24.6 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3261742
MS
92534793001 Spike
Parameter Units Result Conc.
Total Organic Carbon mg/L ND 25
3261743
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits RPD Qual
25 26.1 26.1 103 103 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3261744 3261745
MS MSD
92535193001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L ND 25 25 25.5 25.5 100 100 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: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 19 of 26

aciAnalytical
www.pacsllbs.com
QUALITY CONTROL DATA
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.,. 92538054
QC Batch: 619985 Analysis Method: SM 531OB-2011
QC Batch Method: SM 531 OB-2011 Analysis Description: 5310B TOC
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92538054004, 92538054005, 92538054006, 92538054007, 92538054008
METHOD BLANK: 3261795 Matrix: Water
Associated Lab Samples: 92538054004, 92538054005, 92538054006, 92538054007, 92538054008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mg/L ND 1.0 05/18/21 19:41
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 3261796
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Total Organic Carbon mg/L 25 23.7 95 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3261797 3261798
MS MSD
92535193002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Cone. Cone. Result Result % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L ND 25 25 25.1 25.1 100 100 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3261799 3261800
MS MSD
92537613003 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Cone. Cone. Result Result % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L 3.6 25 25 28.7 29.3 100 103 90-110 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: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC.
Page 20 of 26

1ceAnalj6cal
W".pacelabs.=
QUALIFIERS
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
REPORT OF LABORATORY ANALYSIS
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Date: 05/19/2021 05:10 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 26

accAnalytical
www.pacwabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Lassonde Pappas 91482-01.01T01
Pace Project No.: 92538054
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92538054001
MW-4
SM
2540C-2011
620518
92538064002
MW-5
SM
2540C-2011
620518
92538054003
MW-6
SM
2540C-2011
620518
92538054004
MW-7R
SM
2540C-2011
620518
92538054005
MW-8
SM
2540C-2011
620518
92538064006
MW-9
SM
2540C-2011
620518
92538054007
SWA
SM
2540C-2011
620518
92538054008
SW-2
SM
2540C-2011
620518
92538054001
MW-4
SM 9222D-2006
619989
SM 9222D-2006
619992
92638054002
MW-5
SM 9222D-2006
619989
SM 9222D-2006
619992
92538054003
MW-6
SM 9222D-2006
619989
SM 9222D-2006
619992
92538054004
MW-7R
SM 9222D-2006
619989
SM 9222D-2006
619992
92538054005
MW-8
SM 9222D-2006
619989
SM 9222D-2006
619992
92538054006
MW-9
SM 9222D-2006
619989
SM 9222D-2006
619992
92538064007
SW-1
SM 9222D-2006
619989
SM 9222D-2006
619992
92538054008
SW-2
SM 9222D-2006
619989
SM 9222D-2006
619992
92538054001
MW-4
EPA 350.1 Rev 2.0 1993
620334
92538054002
MW-5
EPA 3§0.1 Rev 2.0 1993
620334
92538054003
MW-6
EPA 350.1 Rev 2.0 1993
620334
92538064004
MW-7R
EPA 350.1 Rev 2.0 1993
620334
92538054005
MW-8
EPA 350.1 Rev 2.0 1993
620334
92538054006
MW-9
EPA 350.1 Rev 2.0 1993
620334
92538064007
SW-1
EPA 350.1 Rev 2.0 1993
620334
92538054008
SW-2
EPA 350.1 Rev 2.0 1993
620334
92538064001
MW-4
EPA 353.2 Rev 2.0 1993
619778
92538064002
MW-5
EPA 353.2 Rev 2.0 1993
619778
92538064003
MW-6
EPA 353.2 Rev 2.0 1993
619778
92538054004
MW-7R
EPA 353.2 Rev 2.0 1993
619778
92538064005
MW-8
EPA 353.2 Rev 2.0 1993
619778
92538054006
MW-9
EPA 353.2 Rev 2.0 1993
619778
92538054007
SW-1
EPA 353.2 Rev 2.0 1993
619778
92538054008
SW-2
EPA 353.2 Rev 2.0 1993
619778
92538054001
MW-4
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538054002
MW-5
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538054003
MW-6
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538054004
MW-7R
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538054005
MW-8
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538054006
MW-9
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538054007
SW-1
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538054008
SW-2
EPA 365.1 Rev 2.0 1993
620769
EPA 365.1 Rev 2.0 1993
620816
92538064001
MW-4
SM 4500-CI-E-2011
620631
92538054002
MW-5
SM 4500-CI-E-2011
620631
92538054003
MW-6
SM 4500-CI-E-2011
620631
92538054004
MW-7R
SM 4500-CI-E-2011
620631
92538054005
MW-8
SM 4500-CI-E-2011
620631
92538054006
MW-9
SM 4500-CI-E-2011
620631
REPORT OF LABORATORY ANALYSIS
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aceAnalyfical
www.pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Lassonde Pappas 91482-01.01 T01
Pace Project No.: 92538054
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID
Sample ID
QC
Batch Method
QC Batch Analytical Method
92538054007
SW-1
SM
4500-CI-E-2011
620631
92538054008
SW-2
SM
4500-CI-E-2011
620631
92538054001
MW-4
SM
5310B-2011
619968
92638054002
MW-5
SM
5310B-2011
619968
92638054003
MW-6
SM
5310B-2011
619968
92538054004
MW-7R
SM
5310B-2011
619985
92638054005
MW-8
SM
5310B-2011
619985
92538054006
MW-9
SM
5310B-2011
619985
92538054007
SW-1
SM
5310E-2011
619985
92538064008
SW-2
SM
5310B-2011
619985
Date: 05/19/2021 05:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical
Batch
Page 23 of 26

Document Name: Document Revised: October 28, 2020
Sample Condition Upon Recelpt(SCUR) Pa e 1 of 2
acaAnalXical Document No.: Issuing Authority:
F-CAR-CS-033-Rev.07 Pace Carolinas CtHaiit Office
Laboratory re Iving samples:
Asheville❑ EdenGreenwood ❑ Huntersville ❑ Ralelgh❑ Mechanicsville❑ Atlanta❑ Kernersville❑
Sample //Condition Client N me: WO# : 92538054
Upon ReceiptProject #:
Courier: ❑Fed fy, OUPS ❑USP5
❑ Commercial ❑Pace ❑Other: 92636054
Custody Seal Present? Des o Seals Intact? ❑Yes ❑No
Dale/Initials Person Examining Contents:
Packing Material: ❑Bubble Wrap '�Bubble Bags ❑None ❑ Other Biological Tissue Frozen?
Thermometer- ,_,/• ❑Yes ❑No ❑N/A
I "7 I YIWet []Blue❑None
�l iR Gun ID: I 1 Type of Ice; /—
Correction Factor:
Cooler Temp; `� Add/Subtract (°C) Temp should be above freezing to VC
[)Samples out of temp criteria. Samples on ice, cooling process
Cooler Temp Corrected ('C): S� has begun
USDA Regulated Soil ( N/A, water sample)
Did samples originate i I a quarantine zone within the United States: CA, NY, or SC (check maps)? Did samp'es originate from a foreign source (internationally,
❑Yes LINO
inctudingHawail and Puerto 1tIMIF LITes "11V
Comments/Discra ant
Chain of Custody Present?
]Yes
No
N/A
1.
I
Sam les Arrived within tioId Tlrne?
21yes
QN0
[IN/A
2.
Short Hold Time Analysis (02 hr.)?
Yes
No
NIA
3,
( CS �} '
Rush Turn Around Time Requested?
Qves
12No
NIA
4.
Sufficient Volume?
ZrYes
[]No
N/A
5.
Correct Containers Used?
CJY.
[]No
❑N/A
6,
-Pace Containers Used?
Yes
No
N/A
Containers Intact?
Yes
No
MNIA
7.
Dissolved analysis: Samples Field Filtered?
[]Yes
❑No
/A
8.
Sample Labels Match COC?
/"Yes
❑No
❑N/A
9.
L
-Includes Date/Time/ID/Analysis Matrix:
Headspace in VOA Vials 55•15mm ?
Yes
Duo
NJA
30.
Trip Blank Present?
❑yes
[]No
N/A
11.
Trip Blank Custody Seals Present?
❑Yes
6NIA
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATION/RESOLUTION
Person contacted: Date/Time:
_ Proetct Manag"r CURT R-eview.
Project Manager SRF Review: i
Field Data Required? ❑Yes ❑No
Lot ID of split containers:
Date: ib I
Date:
Page 24 of 26

Document Name:
Document Revised: October 28, 2020
riC6/�I1il�j��lCr7l
Sample Condition Upon Recel t(SCUR)
Page 2 of 2
Document No.:
Issuing Authority:
F-CAR-CS-033-Rev.07
Pace Carolinas Quality Office
*Check mark top half of box if pH and/or dechlorination Is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
**Bottom half of box is to list number of bottles
Project tk WO# ; 92538054
PM: LJP Due Dal®: 05/18/21
CLIENT: 83—ALTAMONT
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PH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot q
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy•gf this form will to sent to the North Carolina uEHNR lennlcation Office (i.e.
Out of hold, incorrect preservative, out of temp, Incorrect containers,
Page 25 of 26

zw2ekwcal,
tf1Y r�ClLLaSIOM
Section A
Section B
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT_ All relevant fields must be completed accurately.
Section C
Paae - 1 Of 1
Cornparryr. "„HCHOR ❑EA OF NC. PLLC
Report Ta- �,(�,R,t
FenittMl
Address: 231 Hoy -pod Straw
Copy To:
ComWy Name:
Asheville, NC 28801
Address:
R I
Email. y f • a [,{np,f ��ii, yri
Purchase Order#:
Pace Quote:
Prxnie; 1828 7C7�827 Fax
Project Name: Lassonde Pappas
P6yc Prpjeci Manager. lorri-natl paceleos,mm-
Stale 1 Location
Requcsled Due Da[e r lki, LC�
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. DATE
TIME
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SAMPLER NAME AND SIGNATURE
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Attachment 2
Well Sampling Logs and Instrument
Calibration Data Sheet

kzANCHOR
IDEA w
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Lag
well ID: UCW-
Project Name: pm S Date: 113 1���
Project Number. L 1�� �U;Weather. / —
Project Location: A1 � ,�' j,l Facility ID or Permits (if applicable): 1 J 0 '1+
Sample Collector(s): � Sample ID (on COC): VVAW -.
Well Diameter. in Arrive at Well:
Screen Interval: 1 _ ft bgs Start Time: (��,�
Well Depth (as comtnlcted): 15 ft bgs Sample Time: 1 `
Depth to Water. I ft Leave Well: _ 13pv
Measuring point: Well Type: Tlack Up oFlush Mount
Depth of Pump Intake: }V ft Tagged Bottom: ft at (time):
Pump Used (circle): Peristaltic Bladder Other (describe): Purge Rate: -1 wk/mi
Comments: Total Volume Purged:
— — — — Pump Speed:_rl_k
Time
DTw (bat)
Tern ire CC)
assoMtd Olt W
(moll,)
Spwmk
Cortdttettelty
(omw4m)
pH (S-W
report to al 11L
Qxidatbn
R.dtat(en
Pollift" (MV)
Tttrbldlty MM
i
0,
a
i
r
"
_4 I
/
r•I
b
. S
v
Sample Analyst Signature:Alt
Semple Analyst
Name:
d
Date: 5 I
Notes:
1. Stabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and furbidiy, +/- 3% Conductivity, +/- 0.1 PH uni4- +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2, Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
5. 1 pmho/cm = 1 PS/CM
Abbreviations:
Method Reference:
'C: degrees Celsius S.U.: standard units
Temperature: SM 2550 B-2010
pmhos/an: micromhos per centimeter ft, feet
Spedi is conductivity: EPA Method 1201, Rev. 1982
mg/L• milligrams per liter In: inches
DO: SM 4500 0 G-2011
mV: millivolt bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOC: top of casing
Turbidity: SM 2130 B-2011
Page 1 of 1

kZANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
well ID: Mkkf
Project Name: ((50jq k ( S Date: Q 4
Project Number. (l I Lks 7— 0 ` v } Weather. My� W-s
Project Location: ��EWwtff<1)lAvl&1 y 6�L Facility ID or Permit # (If applicable): wl� vv� Li
Sample Collector(s): � Sample ID (on COQ: r"- I
Well Diameter: in Arrive at Well: M ri
Screen Interval: ft bgs Start Time: 093k/
Well Depth (as constructed): 1 ft bgs Sample Time: 0q0b
Depth to Water. �. ft Leave Well: V
r'.
Measuring Point Well Type: dick Up nFlush Mount
Depth of Pump intake: l'1 ft Tal Tagged Bottom: A &; ft at (time): 6130
Pump Used (circle): Per)stalt)c Bladder Other (describe): Purge Rate:
Comments: Total Volume Purged:
Pump Speed:
Thne
DTW(feet)
T—PerotureCC)
Dkaolved oxygen
(mgM1)
Spedfk
Condilic"
(Pmhoe/au)
pH (S.U.)
lepoettoo.ftU.
Oxidation
Redutdon
PoaenM(m1)
TwbM ty(NTIn
r
'
z1ryry
L {.
+ J
931
IF
o
01
,bit
q
r3=k�
7r
��
5
r
`� 1
S' v
Sample Analyst SigneWre:
Sample Analyst
Name:
Date:
l 1< t,Sa vA 6. 611 I �
Notes (—Z
r
1: Stabllization (3 successive readings, 3 minutes apart): within +/- 1096 0o and turbidity, +/- 396 Conductivity, +/- 0.1 PH unit, +/- 70 mil for ORP
from EPA - Low -Flow (Minimal Dmwdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
S. 1 pmho/cm = 1 pS/cm
AbbrwAatlons:
Method Reference:
IC: degrees Celsius S.U.: standard units
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter it: feet
Specific conductivity: EPA Method 120.1, Rev. 1962
mg/L: milligrams per liter in: inches
DO: SM 4500 O G-2011
mV: millivolt bgs: below ground surface
pH: SM 4500-H' 3-2011
NTU: nephelometric turbidity units TOC top of casing
Turbidity: SM 2130 B-2011
Page 1 of 1

kZANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
Well ID:
n
Project Name: Last d V as Date: 911
Project Number. ail W � 7 �Di,T Weather. � Q{� �1C�
Project Location: uz�U rllAGa N_�L lyC/ Facility ID or Permit * ('d applicable): �
Sample Collector(s): � Sample ID (on COQ: j► � [Rr
Welt Diameter. in Arrive at Well:
Screen Interval: ft bgs Start Time: 1 !�
Well Depth (as constructed): ft bgs Sample Time:
Depth to Water: ft Leave Well:
Measuring Point: Well Type tick Up ❑Flush Mount
Depth of Pump Intake: ft Tagged Butttxli: �� at (time):
Pump Used (circle): PeristaRic Bladder Other (describe): Purge Rate:
Comments: Total Volume Purged:
Pump Speed:
Time
DM (%et)
Temperature CC)
DbwMed Oxypae
(mp/L)
Sprc}[ic
CovaikKill
({lloh Cm)
PH (5-11111
rtlrlWt to R I 111A
NO&A tl0a
Patine. (MV)
Tttrbi ft RMJj
d
A
9.3
? •- l;- .
-
q
.�
.a
IV
r
.a
l
i
S
5
L '
r
5
5
Sample Analyst Signature:.
SampleAnalyst
Name:
f,Ar}n
Date: (t
Notes
1: SLabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and turbidity,' +/- 3% Conductiviiy; +/- 0.7 PH unit +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2 Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed Immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
5. 1 pmho/cm = 1 ps/em
Abbreviations..
'C: degrees Celsius
S.U.: standard units
pmhos/cm: micromhos per centimeter
ft: feet
mg/L: milligrams per liter
in: inches
mv: millivolt
bgs: below ground surface
NTV: nephelometric turbidity units
TOC: top of casing
Method Reference:
Temperature: SM 2550 B-2010
Specific conductivity. EPA Method 120.1, Rev.1982
DO: SM 4500 O G-2011
PH: SM 4500-H' B-2011
Turbidity. SM 2130 B-2011
Page 1 of 1

kZANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
wrll 1D: -•
T Project Name: L a! (1 an�f�
Project Number. i�
Project Location: o it O
Sample Collector(s): 'H
Well Diameter, 2)�'
1 Screen Interva): 5—) fy
Well Depth (as constructed): 1 15G
Depth to Water, O r 9
Measuring Point
Depth of Pump Intake:'
Pump Used (circle): PeristaRi ' Bladder
Comments:
— Date: 1}'� f M
Weather. G� PO -m
Facility ID or Permit N (if applicable): W
Sample ID (on COQ: �
in Arrive at Well:
ft bgs Start Time: —
ft bgs Sample Time: 1
ft Leave Well:
Well Type: riStick U ❑Flush Mount y
ft Tagged Bottom: ft at (time): !
Other (describe): Purge Rate:-10 thgw+
Total Volume Purged:
PumpSpeed: Hyb
V
TMre
DTW6WQ
TemperswmI4
oblieked Ornm
(m9I4
Spedlk
SKY
(pmhw—)
pit (SAM
►/nmtsoQ1IU.
Oxidation
Redut"
Pollnttlsl(Mi
TO (NTi)
�q
r
3'
.o
a
n.
.s
J06
ti
.
o
a
4.
Sample Analyst Signature:
Sample Analyst
Nema:
�/(��
Date: S�f
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% 00 and turbidity, +/- 3% Conductivity +/- 0.1 PH unit +/- 10 mV for OPP
from EPA- Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members Initials and date
3 Samples are analyzed immediately upon collection.
4 NC Field Laboratory Certificate Number 5445
5. 1 pmho/cm = 1 PS/cm
Abbreviations:
Method Refervnc .
'C: degrees Celsius S.U.: standard units
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter It feet
Specific conductivity. EPA Method 120.1, Rev. 1902
mg/L: milligrams per liter im inches
DO: SM 4500 O G-2071
mv: millivolt bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOC: top of casing
Turbidity SM 2130 B-2011
Page 1 of 1

kzANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
Well ID:
Project Name:
Project Number:
Project Location:
Sample Collector(s):
Well Diameter:
Screen Interval:
Well Depth (as constructed):
Depth to Water.
Measuring Point:
Depth of Pump Intake:�
Pump Used (circle):
Comments:
� QJ � �� Q�S Date: -51 "Pt
Weather.
1.1 i L Facility ID or Permit # (if applicable); tL 0 0
i 1�, "", Sample ID (on COQ:
in Arrive at Well: tJ L -
_�3t; ft bgs Start Time:
ft bgs Sample Time:
— - — ft Leave Well:
Well Type: kup ❑Flush Mount
ft Tagged Bottom: ft at (time):
Paf(cta ' Bladder Other (describe): Purge flats:
Total Volume Purged:
Pump Speed:
-
i
r l�
J
— - -
Time
DTW (tree)
Tempammm ;CC)
Dbsolved OvIg-
(n119M
SpttclrK
CavIlluclillft
ff111111111WC1111+)
pH (S.u.)
ne0arf 1m Q.1 s:u
osddalba
Reductlon
Potentld (m1t7
Twbldlb (NT1!)
3.
,0
l ,
I kil
fl, A
V .5
7 •
1
,
,
a
a
D
6!1a�
2
Sample Analyst Signature:
Sample Analyst
Name:
Date: S� l
Notes:-
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% 00 and turbidity; +/- 3% Conductivity; +/- 0.1 pM unlr,, +/- 10 mV /or 0RP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation errors are to be crossed out with a single line, so the original text is.lill legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection-
4. NC Field Laboratory Certificate Number 5445
5. 1 pmho/cm = 1 pS/cm
Abbre latlonw.
Method Reference:
°G degrees Celsius S.U: standard units
Temperature: SM 2550 B•2010
pmhos/cm: micromhos per centimeter ft: feet
Specific conductivity. EPA Method 120.1, Rev. 1982
mg/L• milligrams per liter in: Inches
DO: SM 4500 O G-2011
mv: millivolt bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOC: top of casing
Turbidity: SM 2130 0-2011
Page 1 of 1

1ZANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
Well ID: w
Project Name: 5
Project Number. (,� �.
Project Location: r>j to t ��
Sample Collector(s):ft
Well Diameter.
Screen Interval:
Well Depth (as constructed): _
Depth to Water.. � �.
Measuring Point "1I L
Depth of Pump Intake: r-'r
Pump Used (circle): Perisia Bladder
Comments:
T Date: } k
Weather. 1 }}
�Of .
Facility ID or Permit # (if applicable): _W Q1n[_ G�
Sample ID (on COC): W_C
in Arrive at Well: I�
ft bgs Start Time: {
ft bgs Sample Time: �� 7
ft Leave Well:
Well Typ . tick Up oFlush Mount
ft Tagged Bottom: , O ft at (time):
Other (describe): Purge Rate: '
Total Volume Purged:
Pump Speed:
Time
DTW (feat)
Temperaturo (Q
Dissolved 0j"m
(Dom
SpecRk
CotlduetlrNy
(Wahn/an)
PH (S.II.)
FOWI to 0.1 SIR
Otddatlon
Reduction
PotanBM (mV)
TurNWIty (NITM
r
r
S:
(1611114161
to
5 5
101b.
s
. a
cam.
3
I al ID
si.
a
1010
1 Li
G -3,o
.sI
q'D
Ott.
'
Sample Analyst Signature:
Sample Analyst
Name.
��/(� Date:
+
l
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity, +/- 3% conductivity, r/ O.T pH unit +/- 10 nil/for ORP
from EPA - Low - Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation ertors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection
4. NC Field Laboratory Certificate Number 5445
5 1 pmho/cm = 1 ps/cm
Abbreviations:
Method Reference:
T: degrees Celsius S-U.: standard units
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter ft feet
Specific conductivity: EPA Method 120.1, Rev. 1992
mg/L• milligrams per litter In: Inches
DO: SM 4500 O G-2011
mv: millivolt bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometdc turbidity units TOC: top of casing
Turbidity: SM 2130 B-2011
am
Page 1 of 1

kZANCHOR
SEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Surface Water Sampling Log
Location ID:
W'J..
Project Name:`
�}�j
Dater
Project Number:
�����
Weather:
Weather:
5
Project Location:
fl e)A& kMJAJ LI N Facility ID or Permit # (if applicable):
0"L �
Sample Collector(s):
,
/
Sample ID (on COC):
Comments:
lr t I
� (i L
to
JP
Semple Method (cirde
— one):rGab
Syringe Pump
Bailer Disp.
Other:
Spedfic
Oxklation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
VC)
Oxygen (mom) 1
(pmhos/cm)
report to 0.11U
Potential (roll)
(NTU)
Comments
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation:
Sample Analyst Signature:
Access: S
Sample Analyst
Name: Date:r�J}
Hates:
1. Documentation errors are to be crossed out with a sinale line. so the oriainal text is still leaible, followed by the staff members initials and date
2. Samples are analyzed immediately upon collection.
3. NC Field Laboratory Certificate Number 5445
Abbreviations:
Method Reference:
°C: degrees Celsius
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter
Specific conductivity. EPA Method 120.1, Rev.1982
mg/L: milligrams per liter
DO: SM 4500 O G-2011
mV. millivolt
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units
Turbidity. SM 2130 B-2011
S.U.: standard units
Page 1 of 1

kzANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Surface Water Sampling Log
Location ID:
Project Name:
Pr*ct Number.
�. �Yl tC,(�
�I5i
Date:
Weather. _
Project Location:
�.k4JLL
t\&cility ID or Permit * (if applicable): W ad
Sample Collector(s):
_
Sample ID (on COC): tea'
Comments:
�Q VIlggYE'aq-Vl of
�, r r�lk
�f ,ia , k iykCk' 5
Sample Method [drr*
one):
Gra Syringe
Pump
Bailer-Disp. Other.
-
—
Spadfic i
Diddation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reductlon
Turbidity
Time
CC)
Oxygen (nqM
(pn*Wcm)
report to 0.11 S.U.
Poten I (n1V)
(MU)
Comments
tu
Al
Sampling Container
Number of containers
Requeded Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass _
1 L Glass
Other
Vegetation:
Sample Analyst Signature:
Sample Analyst
Name:
Access:
Date: Q L I
1. Documentation errors are ru.fpe"crossed out with a sinale line. so the oriainal text is still leaible. followed by the staff members initials and date
2. Samples are analyzed Immediately upon collection.
3. NC Field Laboratory Certificate Number 5445
Abbreviations:
Method Reference:
°C: degrees Celsius
Temperature: SM 2550 B-2010
yrmhos/cm: micromhos per centimeter
Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L: milligrams per liter
DO: SM 4500 O G-2011
mv: millivolt
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units
Turbiditv: SM 2130 B-2011
S.U.: standard units
Page 1 of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
EgUlDnIent tlsu � ��h tion Data S t
Project Name: art wli_r {!I _ Analyst Conducting Calibration:
Project Number: }^' 0 _ _ Date of Calibration: _ (J• ��
Project Location a Date of Field Measurements:
Facility ID or Permit * (if applicable):
EQUIPMENT DOCUMENTATION
Rental mm ple analysis bqulpmrnI or meters
used to take measurements:
EqLdpnwM T
Rnor d
Seril Number
Data ad' Use
Rental
Select lurbldlrrsal
Hach 21DOQ (s/n 15101
HF Scientific MicroTPW (s/n 200601045)
InsdutMM
trlMnttttat it Reading:
pled, 21000)
(1lF SdentMc WaoTPW)
W Still hdt F"d
10 NW
20 NTU
100 NTU
000 NTU
1.000 NTU
10.0 NTU
fill NTU
Lot /
Is
Dap•
t
r
Cal (M
Cal (N
Cal (NTU),7M
''
Cal (NTLA
Cal (NTU):
C u);
-y
Time: 0.1 O
Time•
Time:
Time:
Time:
Time:
tCat radon
•Pro -Analysis
Result (NTU):
Time:
"Pre-Anslysils
Retail Jy
Time:
y
Check (14 NiU):
"Past-Analysis
Result NTU):
�.�.
Time,
V
ew
Result (NTU):
Time:
Cho&(10NTU):
VS1 hafraiana Plui Mu meter Mew Woe 1g0101B0Z)
GI Std Infanrdon
Instrimmt ReadhW
lets
Deb
�. Dap
Dissolved Oxygan
Initially(961+: i
1 1,
Cal (%j):
, R a �f
mmHg:
Temperature Cq:
Time:
(%saturation)
01 `•
10 V l l' (w
�
J
DO (Site 02,
In
I %)• �,
Cal (W
mmHg: ,r
t�
Teat fir Cc):
j
Time:
If a Iinbla s
a
`
QC," Check; DO
Time: I
esuit (%):
Time:
Result (%):
Time:
Result (%):
pH 7 S.U.
Initial: ()� �]+
pHmV:
Cal .U,):
Ll
PHMV:
reort ro a i S.U.
Y[^ '1
e,
pH4S.U.
Initia
pHmV:
/
Cal(S.Uuj)j jj
pHmV: /
Time: rQ
O�.7V
y�
report to0.1S.0
6• v
PH10S.U.
Initial:
pHmV:/
Cal IS*
:
pHmV:'
TimP�� rr
to
�•
1 N�
report to 0.1 S.U.
/�lr
QC" pH 7 S.U.
Time:
Result (S U.):
Time: 11
Result (5 U::
Dme;
Result (S.U.):
a
1
`�Lryq
✓h
r ,ort toaIs.U.
l
��
Spec. Cond.
Initial:
Cal N rinhos/f1m):
Ti a:
toW('0/ji
1,000 nahoocra
% R000very_
QC' Spec Cond.
Time: I l
Result fiurihDss/cm):
Time:
Result (ymhos/cm):
Time:
Result (ymhos/cm):
1.000 pmhos/ms
% Recovery.
ORP30mV
InitiQ:�
Cale a0
Temperaure(°Cj:
Time:
N
ljjjq
,�?i
J
Analyst Signature: _ Analyst Name: f� Dap:
Notes V V
Revision 6, 12/20/20,
1. Instruments shall be eAlbrated in accordance with the manufacturer's operation manual.
2. Specific Conductivity should be calibrated acmrding to values representative of historic range
3. Order of Calibration Is as follows: Specific Conductivity, pH 7, pH 4, pH 10, DO, ORP, QC checks
4. 'When performing DO analyses at muldple sample sites Q.e. project/facllity locations), the DO probe must be calibrated at each sample site prior to analysis.
5 QC Acceptable Ranges: PH +/- 0.1 S.U. and Spadfic C cluct'wity 10% of the true value. IFQC readings are out of range, the instrument needs to be recalibrated.
6. "' QC chock must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with ca11bradon standard from a separate lot ha as the initial QC,
7. % Recovery = (Value Obtained, pmiros/cm : True Value, pmhos/cm) x 100
a NC Feld laboratory Certificate Number 5445
9. Documentation errors are to be crossed out with a single line, so the original teat is still legible, followed by the staff members initials and date
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppI Salinity.
11- 1 pmho/cm 1 pS/cm
Abbreviations: Method Raferonce:
pmhos/cm: mlcromhos per centimeter NTU: nephelametric turbidity units Temperature: SM 2550 B-2010
'C degrees Celsius ORR oxidation reduction potential Specific conductivity: EPA Method 120.1, Re, 1902
DO: dissolved oxygen s/m serial number DO: SM 4500 O G-2011
mg/k milligrams per Ilter S.U.: standard units pH: SM 4500.H' 11-2011
mY: millivolt 5pec Cord.; Specific Conductivity Turblellty: SM 2130 B-2011
Page 1 of 1

�aceAm b i
rxamcrueswM
iectlon A
3egvired Client Information,
:;Urnpary ANCHOR QEA OF NC. PLL
Address: 231 Haywood Svm-t
Asheville, NC 28801
Email: " fi ✓,-iA
!}ar
Phone: r9Rp 7Gi-SSi7
Fax
Reque,'ed P'-w_ Oalc
Lu
W
1—
t
z
s
4
5
SAMPLE ID
One Character per box"
(A-Z, 0-9 1, -)
Sample Ids must be unique
LAJ-1 'r
,W
n AA)
Section B
Required Project Inidrnlation:
?npvrF To
CaPY Ta
i
Puraha- Order#:
Pro eCl Name:
Lassonds Pappas
Proiect#.
L t 111 3 - ' k.
m
MATRIX
CODE
U
Drmlony Water Ow
Weev wr
m
3
Waste. Watt
PwEud
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sdusdtd
rn
aL
ai
START
WIPB
O he
OT
U
Tea
TS
X L4
f w DATE T
CHAIN -OF -CUSTODY ! Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section C
Invoice hrforrnatlon: P8 @ 1 Of 1
- Attention: i
Co Neme'
fie late n
Address -
Pace Quote: t
Race prcpg i stale i Location
7 II PeceProfile !r E552 L.e
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END
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SO MINEEN SEEN 0
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ADDm0NAL60MMENT5,- -
Br I PFMJAVON nwTi:.7 ; .Trut . .
PLEB NAME AND SIGNATURE
PPJNIT Nance of SAMPLER:
SIGNATURE of SAMPLER:
'TLa B'r I OF rtJATSOry
DATE Signed: r �'
}
mi
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nMe'='� :�wrEEcauamoNs
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Attachment 3
DEQ GW-59A — Compliance Report Form

GW-59A COMPLIANCE REPORT FORM Permit # WQ0004797
(Submit one each moreiforing period with GIV-59 jornm)
1
Enter date monitoring results were due. (12/31/2020) Will this monitoring report (GW-59 and GW-59A)
YES
NO
be submitted after the established due date?
Was any required information missing on the GW-59 report forms?
YES
X
NO
2
IF the answer to question 1 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.)? 1f the answer is "Yes", ", contact the Regional Officefor 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 concentration(s)
exceeding standards in the space provided below.
Nitrate (2L = 10 mg/L): MW-7R® 40.4 mg/L
Fecal Coliform (Total Coliform 2L standard = 1.0 CFU/100mL): MW-6® 5.0 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) reported, and sample collection date for each occurrence (for the last two years).
Nitrate Fecal Coliform
MW-7R (mg/L) MW-6 (CFU/100ML)
11/14/19: 17.1 11/14/19: 7.0
05/06/20: 21.5 05/06/20: 8.0
11/06/20: 13.0 11/06/20: 8.0
5/11/21: 40.4 5/11/21: 5.0
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
MW-7R is at or beyond the review boundary.
X
If the answer /s "YES" a groundwater quality problem may be occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. If the answer is "NO", monitoring wells maybe 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 bs
Leaulred to determine the tMRipct the waste disposal system Is haytgg at fire review and coo II nce
boyBdades surrounding this facility, Failure to do so may sub ect the vermittee to a Notice of Violation,
fines, andlor nenatties._
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.
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 forms for required wells to the address provided at the top of the current G W-59 form.
II hereby acknowledge that the above information was evaluated and the Informatiwi submitted in this
report (Compliance Report GIN-59A) Is true and complete to the best of my knowled(jo.
r
Signature of Permlitee (or Authorized Agent) Date
G%V-59A 12/8/2003

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

SUBMIT FORM ON YELLOW PAPER ONLY
■ •
DEPARTMENT OF ENVIRONMENTAL QUALITY - DIV. OF WATER RESOURCES
GROUNDWATER QUALITY MONITORING:
INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
•
1617 MAIL SERVICE CENTER, RALEIGH. NC 27699-1a17
FACILITY INFORMATION
Pease PHnf Oeaffy or Type
PERMIT Number: Expiration Date: 7/31/2026
Facility Name: Clement Pappas
Non -Discharge W00004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 485 Brookside Camp Road
TYPE OF PERMITTED OPERATION BEING MONITORED
Her dersonville (Street) NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
(City) (State)
(Ztp)
0 Spray Field El Remediation:
Contact Person. Billy Watson
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
tram Pem r
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-4
Date sample collected: 5/11/2021
FIELD ANALYSES:
WAS
Well Depth: 18-20 ft.
Well Diameter: 2 in.
pH 00400: 5.8 units Temp. 000lo: 13-9 °C
DRY at
Depth to Water Level 82546: 8.52 ft. below measuring point Screened Interval: 5 ft. to
15
—
ft. Spec. Cond. 00094: 258.3 µMhos
time of
sampling,
Measuring Point is 2.43 ft. above land surface
Relative M.P. Elevation: 2063.77 ft.
Odor 00085: none
check
Volume of water pumped/bailed before sampling:
0.83
gallons
Appearance
here:
❑
Samples for metals were collected unfiltered: B YES
❑ NO and field acidified: AYES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 5/11/2021
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 oo615
mg/L Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 <1.0
/100mL
Nitrate (NO3) as N 00620 1.4
mg/L Zn - Zinc 01092 mg/L
Col'lform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.05
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 169
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 0068o 2.8
mg/L
Ca - Calcium 00916
mg/L
Chloride oo94o 6.9
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total o1o34
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 o1o45
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate oo945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? [11 Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610 0.14
mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Billy Watson, Maintenance Manager
Pennittee (or Authorized Agent) Name and Title - Please print or type
Signature of Perrnittee (or Authorized Agent)
GW-59 Rev 06-07-2018

SUBMIT FORM ON YELLOW PAPER ONLY
■ a
DEPARTMENT OF ENVIRONMENTAL QUALITY - HIV. OF WATER RESOURCES
GROUNDWATER QUALITY MONITORING:
INFORHIATEON PROCESSING UNIT
COMPLIANCE REPORT FORM
,
1617 MAIL SERVICE CENTER. RALiROM. NC 27699.1617
FACILITY INFORMATION
PreaseFWntClearly orType
PERMIT Number: Expiration Date: 7/31/2026
Facility Name: Clement Pappas
Non -Discharge WQ0004797 UIC
Permit Name (if different):
NPDES Other
Facility Address: 485 Brookside Camp Road
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (Stfeef) NC
28792 County Henderson
El Lagoon El Remediation: Infiltration Gallery
'cnl �, m,
w�.
� Spray Field Remediation:
Contact Person: Billy Watson
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: E
❑ Water Source Heat Pump ❑ Other:
rmm
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-5
Date sample collected: 5/11/2021
FIELD ANALYSES:
WAS
Well Depth: 18.50 ft.
Well Diameter: 2 in.
pH 0040o 5.5 units Temp. 000lo: 13.1 °C
DRY at
Depth to Water Level 82646: 8.77 ft. below measuring point Screened Interval: 9 ft.
to 19
—
ft. Spec. Cond. 00094: 73.3 µMhos
time of
sampling,
Measuring Point is 3.00 ft. above land surface
Relative M.P. Elevation: 2085.60
ft.
Odor 00085: none
check
Volume of water pumped/bailed before sampling:
1.24
gallons
Appearance
here.❑
Samples for metals were collected unfiltered: X YES
❑ NO and field acidified: 0 YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 5/11/2021
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 o0615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <2.0
/100mL
Nitrate (NO3) as N 00620 <0.040
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 315o4
/100mL
Phosphorus: Total as P 00665 0.090
mg/L
(Note_ Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 110
mg/L
Al - Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680 5.5
mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 11.8
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? X Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610 <0.10
mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH,asN; 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%
Billy Watson, Maintenance Manager
Permittee (or Authorized Agent) Name and Title - Please mint or type
Signature of Permiftee (or Authorized Agent)
GW-59 Rev 06-07-2018

SUBMIT FORM ON YELLOW PAPER ONLY
• •
DEPARTMENT OF ENVIRONMENTAL QUALITY - DFV. OF WATER RESOURCES
GROUNDWATER QUALITY MONITORING:
•
• • •
INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1817 MAIL SERVICE CENTER, RALEIGH, NC 276ag-1a17
FACILITY INFORMATION
Please Print Clearfy or Type
PERMIT Number: Expiration Date: 7/31/2026
Facility Name: Clement Pappas
Non -Discharge W00004797 UIC
Permit Name (if different):
NPOES Other
Facility Address: 485 Brookside Camp Road
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (Street) NC
28792 County Henderson
El Lagoon ❑Remediation: Infiltration Gallery
rcity) MAW
.Z71,
N Spray Field Remediation:
Contact Person: Billy Watson
Telephone#: [phone]
❑ Rotary Distributor El Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-6
Date sample collected: 5/11/2021
FIELD ANALYSES:
WAS
Well Depth: 11.58 ft.
Well Diameter: 2 in.
pH 00000: 5.5 units Temp. 000lo: 14.7 oC
DRY at
Depth to Water Level 82546: 5.68 ft. below measuring point Screened Interval: 5 ft.
to 10
—
ft. Spec. Cond. 00094: 189.3 µMhos
time of
sampling,
Measuring Point is 3.00 ft. above land surface
Relative M.P. Elevation: 2061.17
ft.
Odor 00085: none
check
Volume of water pumped/bailed before sampling:
0.97
gallons
Appearance
here:❑
Samples for metals were collected unfiltered: ❑■ YES
❑ NO and field acidified: ❑■ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 5/11/2021
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
rng/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 5.0
/100mL
Nitrate (NO3) as N 00620 1.4
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.05
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units)
issolved Solids:Total 70300 99.0
mg/L
All -Aluminum o1105
mg/L
pH (Lab) 00403
units
Ba - Barium o1oo7
ug/L
TOC oo68o 2.2
mg/L
Ca - Calcium oo916
mg/L
Chloride oo94o 10.9
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total olo34
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 o1o45
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate oo945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? 0 Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oo610 <0.10
mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH, as N: Ammonia Nitrogen. Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs mg/L VOC Removal°
Billy Watson, Maintenance Manager
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of Penmittee (or Authorized Agent) (Qete)
GW-59 Rev.06-07-2018

SUBMIT FORM ON YELLOW PAPER ONLY
• •
DEPARTMEHTOF ENVIRONMENTAL QUALITY - DIY. OF WATER RESOURCES
GROUNDWATER QUALITY MONITORING:
INFORMA710NPROCESSING UNrr
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH. NC 271599.1517
FACILITY INFORMATION
Please Prim Cleady or Type
PERMIT Number: Expiration Date: 7/31/2026
Facility Name: Clement Pappas
Non -Discharge W00004797 UIC
Permit Name (if different)
NPDES Other
Facility Address: 485 Brookside Camp Road
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (Street) NC
28792 County Henderson
El Lagoon ❑ Remediation: Infiltration Gallery
rc4vl st° '
"
0 Spray Field ❑ Remediation:
Contact Person: Billy Watson
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump El Other:
ham+'erms
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-7R
Date sample collected: 5/11/2021
FIELD ANALYSES:
WAS
Well Depth: 17.37 ft.
Well Diameter: 2 in.
pH 00400: 5.2 units Temp. 000lo: 14.1 °C
DRY at
Depth to Water Level 82546: 10.85 ft. below measuring
p g point Screened Interval: 5 ft. to
15
ft. Spec. Cond. 000sa: 382.2 µ Mhos
time of
sampling,
Measuring Point is 3.00 ft. above land surface
Relative M.P. Elevation: 2062.86 ft.
Odor 00085 none
check
Volume of water pumped/bailed before sampling:
1.19
gallons
Appearance
here.
❑
Samples for metals were collected unfiltered: BE YES
❑ NO and field acidified: 0 YES El NO
LABORATORY INFORMATION
Date sample analyzed: 5/11/2021
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 <1.0
/100mL
Nitrate (NO3) as N 00620 40.4
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 0.051
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
)issolved Solids:Total 703oo 296
mg/L
AI -Aluminum o1105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680 1.7
mg/L
Ca - Calcium 00916
mg/L
Chloride oo94o 34.2
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 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate oo945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑f Yes (1) ❑ No (0)
Specific Conductance 0009s
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610 <0.10
mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3asN; 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 • • •
I certfy that, to the best of my knowledge and belief, the information subr-ftted art this report is true, accurate, and complete, and that the laboratory analy.cal data was produced us7ng approved methods of analysts by a
DWR-certified laboratory I am aware that there are slgndicant penalties for stibmifting false informat,or,, Including the possibility of fines and imprisonment for knowing violations,
Billy Watson, Maintenance Manager
Penmittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev 06-07-2018
Signature of Permittee (or Authorize[! Agent) (Date)

SUBMIT FORM ON YELLOW PAPER ONLY
DEPARTMENTOF ENVIRONMENTAL QUALITY • Div. OF WATER RESOURCES
GROUNDWATER QUALITY MONITORING:
INFORMATION PROCESstNQ UNi7
COMPLIANCE REPORT FORM
1617 WAIL SERVICE CENTER, RALEIGIA. NC 27999-1517
FACILITY INFORMATION
Please FIrineC/eafiyorType
PERMIT Number: Expiration Date: 7/31/2026
Facility Name: Clement Pappas
Non -Discharge W00004797 UIC
Permit Name (if different).
NPDES Other
Facility Address: 485 Brookside Camp Road
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville (street) NC
y Henderson
28792 Count
El Lagoon El Remediation: Infiltration Gallery
(city)
Spray Field El Remediation:
Contact Person: Billy Watson
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Weil Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
hvm Perr*vt
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-8
Date sample collected: 5/11/2021
FIELD ANALYSES:
WAS
Well Depth 13 93 ft.
Well Diameter: 2 in.
pH ooaoo: 6.6 units Temp. 000lo: 13.0 °C
DRY at
Depth to Water Level szsas: 9.24 ft. below measuring point Screened Interval: 3 ft. to
13
ft. Spec. Cond. 000sa: 187.3 µMhos
time ofsampling,
Measuring Point is 3.00 ft. above land surface
Relative M.P. Elevation: 2060.80 ft.
Odor o0085: none
check
Volume of water pumped/bailed before sampling:
1.08
gallons
Appearance
here:
❑
Samples for metals were collected unfiltered: B YES
El NO and field acidified: ON YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 5/11/2021
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 oo615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <1.0
/100mL
Nitrate (NO3) as N 00520 1.7
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.05
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 144
mg/L
Al -Aluminum oil o5
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 0068o 3.8
mg/L
Ca - Calcium 00916
mg/L
Chloride oo94o 2.0
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 olo45
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ENS Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610 <0.10
mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH, as N. Ammonia Nitrogen, Total)
Mn -Manganese oloss
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%
Billy Watson, Maintenance Manager
(or Authorized Agent) Name and Title - Please print or type
c� T /2W Z'
Signature of Pennittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

SUBMIT FORM ON YELLQW PAPER ONLY
• •
DEPARTMENT OF ENVIRONMENTAL QUALITY - ENV. OF WATER RESOURCES
GROUNDWATER QUALITY MONITORING:
•
•
INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1517 MAIL SERVICE CENTER. RALEIGH, NC 276994617
FACILITY INFORMATION
PfeaseFwnf CreadyorType
PERMIT Number: Expiration Date: 7/31/2026
Facility Name: Clement Pappas
Non -Discharge W00004797 UIC
Permit Name (if different)
NPDES Other
Facility Address: 485 Brookside Camp Road
TYPE OF PERMITTED OPERATION BEING MONITORED
Hendersonville NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
--!
DE Spray Field ❑ Remediation:
Contact Person. Billy Watson
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
❑ Water Source Heat Pump ❑ Other:
ham Pam41
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-9
Date sample collected: 5/11/2021
FIELD ANALYSES:
WAS
Well Depth: 18.1 ft.
Well Diameter: 2 in.
pH oo400: 5.4 units Temp. 000lo: 14.0 °C
DRY at
Depth to Water Level 82546: 4.75 ft. below measuring point Screened Interval: 3 ft. to
13
ft. Spec. Cond. 00094: 104.6 µMhos
time of
sampling,
Measuring Point is 3.00 ft. above land surface
Relative M.P. Elevation: 2060.23 ft.
Odor 000m: none
check
Volume of water pumped/bailed before sampling:
0.83
gallons
Appearance dear
here:
❑
Samples for metals were collected unfiltered: © YES
El NO and field acidified: © YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed:5/11/2021
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 oo615
mg/L Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616 <2.0
/100mL
Nitrate (NO3) as N 00620 1.9
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 0.089
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 <25.0
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 0068o 3.6
mg/L
Ca - Calcium 00916
mg/L
Chloride 00940 9.8
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron o1045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? l]■ Yes (1) ❑ No (0)
Specific Conductance 0009s
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610 <0.10
mg/L
Mg - Magnesium 00927
mg/L method #
(Ammonia Nitrogen; NH3asN. 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%
Billy Watson, Maintenance Manager
Pennittee (or Authorized Agent) Name and Tftle - Please print or type
GW-59 Rev.06-07-2018
Signature of Permittee rile Authorized Agerd) (Date)