WQ0004797_Groundwater Monitoring Report November 2022_20221221

Anchor QEA of North Carolina, PLLC ANCHOR
23Haywood Street kz 0EAcw
Asheville, North
h Carolina 28801
828.281.3350
December 21, 2022
Blake Kehoe
Director, Engineering
Lassonde Pappas & Company, Inc.
125 Industrial Park Road
Hendersonville, North Carolina 28792
Re: Fall 2022 Water Quality Sampling Event
Non -Discharge Permit No. WQ0004797
Clement Pappas NC, LLC
Dear Mr. Kehoe,
Anchor QEA of North Carolina, PLLC, is pleased to present the results of the fall 2022 water quality
sampling 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.
Clement Pappas is currently permitted under a Wastewater Irrigation System Permit by the North
Carolina Department of Environmental Quality (DEQ) Environmental Management Commission for the
operation of a 99,900-gallon-per-day wastewater treatment and irrigation facility.
Groundwater Quality
Anchor QEA performed the groundwater sampling event at the Site on November 8, 2022. A Site
location map is included in Figure 1. The groundwater sampling event was performed in accordance
with 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
expiring 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
• Total nitrate
• Phosphorous
• Total dissolved solids

December 21, 2022
Page 2
Groundwater Elevation
Table 1 summarizes current and historical groundwater elevations from November 2018 to
November 2022. Except for monitoring well MW-9, all monitoring well concrete pads and top -of -well
casing (TOC) elevations were surveyed by Wes Cole Land Surveying, PA, on November 21, 2012.
Monitoring well MW-9 was surveyed by Wes Cole Land Surveying, PA, on May 29, 2015. The surveyed
TOC elevations are shown in Table 1.
Groundwater Analytical Results
Table 2 summarizes the current and historical groundwater analytical results from November 2018 to
November 2022. During the current sampling event, the parameters analyzed were below or within the
groundwater standards provided in the permit,' except for nitrate, pH, and volatile organic compound
(VOCs), 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 (5.4 SU), MW-7R (4.9 SU), and MW-9 (5.3 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 (5.6) 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 (24.2 mg/Q.
• Four VOCs (tetrachloroethene, trichloroethene, cis-1,2-dichloroethene, and vinyl chloride)
were detected in background monitoring well MW-5. The DEQ has acknowledged that the
VOC detections in the background well, MW-5, are not related to facility operations; however,
the DEQ has not yet determined the source.
— Tetrachloroethene was detected at a concentration of 152.0 microgram per liter (Ng/L),
which exceed the Title 15A, North Carolina Administrative Code [NCAC], Subchapter
2L.0202 standard (2L standard) of 0.70 pg/L.
— Trichloroethene was detected at a concentration of 75.1 pg/L, which exceeds the 2L
groundwater standard (3.0 pg/L).
— Cis- 1,2-dichloroethene was detected at a concentration of 96.5 pg/L, which exceeds the
2L groundwater standard (70 pg/L).
— Vinyl chloride was detected at a concentration of 1.1 pg/L, which exceeds the 2L
groundwater standard (0.03 pg/L).
The 2L standard for total coliform is 1 colony -forming unit per 100 milliliters (1 CFU/100 mQ. There is
no 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 (164.0 CFU/100 mQ. Due to a suspected laboratory error, MW-6 was resampled on
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.

December 21, 2022
Page 3
December 5, 2022, and the fecal coliform concentration was significantly lower
(12.0 CFU/100 mL) but still exceeded the 2L standard (1.0 CFU/100 mQ. Fecal coliform 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 November
2022 sampling event, no parameters were detected at concentrations above the associated Title 15A
NCAC Subchapter 2B surface water standards (213 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 fall 2022
sampling showed a similar relationship: upstream sample SW-1 had a nitrate concentration of
0.65 mg/L, while downstream sample SW-2 had a concentration of 0.53 mg/L. The results for total
organic carbon, chloride, total dissolved solids, ammonia, and total phosphorus were also similar for
upstream and downstream samples, indicating the unlikelihood that the Site is impacting Mud Creek.
Discussion and Recommendations
Anchor QEA performed redevelopment of MW-7R in spring 2022 to remove organic debris, which
have accumulated due to root penetration of the well screen and impacted water quality; however,
the concentration of nitrate in the sample collected from MW-7R during the fall 2022 sampling event
remained above the permit standard. No root mass was observed during sampling, but the root
mass on the outside of the casing and within the sand pack may be continuing to leach nitrogen and
lower the groundwater pH as organic matter decays.
Nitrate concentrations were below the permit standard in samples collected from all other
monitoring wells. The results for all analyzed constituents in surface water, including nitrate, were
below applicable standards and similar for upstream and downstream samples. Per a discussion
regarding the results with DEQ Hydrogeologist, Brett Laverty, Anchor QEA recommends that the
facility consider installation of a replacement monitoring well for MW-7R.
In accordance with the spray irrigation permit WQ0004797, Clement Pappas is required to submit the
following to the DEQ by December 30, 2022 (on or before the last working day of the month
following the sampling month):

December 21, 2022
Page 4
• 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 May 2023.
If you have any questions or would like additional information, please do not hesitate to contact me
at [phone] [e-mail].
Sincerely,
/ _/ /J V, �. Z_
Jennifer Verde, PE
Managing Engineer
James Robert Howell, PG
Principal Scientist
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 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
Screened
Interval
(ft bgs)
Date
Measured
Depth to
Groundwater
(ft)
Top -of -Casing
Elevation
(ft AMSL)
Top -of -Casing
Height Above
Ground Surface
(ft)
Groundwater
Elevation
(ft AMSL)
MW-4
5.0-15.0
05/02/2018
8.44
2063.77
2.43
2055.33
11/02/2018
8.00
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
10/28/2021
9.15
2054.62
05/10/2022
9.14
2054.63
11/08/2022
9.35
2054.42
MW-5
9.0-19.0
05/02/2018
8.47
2085.60
3.00
2077.93
11/02/2018
8.23
2078.17
05/21/2019
8.57
2077.83
11/14/2019
8.90
2077.50
05/06/2020
8.28
2078.12
11/06/2020
8.90
2077.50
05/11/2021
8.77
2077.63
10/28/2021
9.44
2076.96
05/10/2022
9.15
2076.45
11 /08/2022
10.07
2075.53
MW-6
5.0-10.0
05/02/2018
5.36
2061.17
3.00
2056.54
11/02/2018
5.03
2056.87
05/21/2019
5.53
2056.37
11/14/2019
5.59
2056.31
05/06/2020
5.41
2056.49
11/06/2020
5.33
2056.57
05/11/2021
5.68
2056.22
10/28/2021
5.94
2055.96
05/10/2022
5.91
2055.26
11 /08/2022
6.40
2054.77
MW-7R
5.0-15.0
05/02/2018
10.99
2062.86
3.00
2051.87
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
10/27/2021
11.74
2051.12
05/10/2022
11.66
2051.20
11 /08/2022
11.80
2051.06
Fall 2022 Water Quality Sampling Event Page 1 of 2
Clement Pappas, Hendersonville, North Carolina December 2022

Table 1
Current and Historical Groundwater Elevation Measurements
Well
Identification
Screened
Interval
(ft bgs)
Date
Measured
Depth to
Groundwater
(ft)
Top -of -Casing
Elevation
(ft AMSL)
Top -of -Casing
Height Above
Ground Surface
(ft)
Groundwater
Elevation
(ft AMSL)
MW-8
3.0-13.0
05/02/2018
9.39
2060.80
3.00
2051.41
11/02/2018
8.85
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
10/27/2021
10.06
2050.74
05/10/2022
10.02
2050.78
11 /08/2022
10.31
2050.49
MW-9
6.0-16.0
05/02/2018
5.07
2060.23
1.44
2055.16
11/02/2018
4.55
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
10/27/2021
5.57
2054.66
05/10/2022
5.70
2054.53
11 /08/2022
j 5.90
j 2054.33
Notes:
Top -of -casing elevations: MW-5 through MW-8 top -of -casing elevations are based on 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 on 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.
Monitoring is performed in accordance with Permit No. WQ0004797 issued to Clement Pappas on May 15, 2020 and effective on
September 1, 2020.
AMSL: above mean sea level
bgs: below ground surface
ft: feet
Fall 2022 Water Quality Sampling Event Page 2 of 2
Clement Pappas, Hendersonville, North Carolina December 2022

Table 2
Current and Historical Groundwater Analytical Results
pH
Total Organic
Carbon
Chloride
Fecal
Coliform
Nitrate
Total Dissolved
Solids
Ammonia
Total
Phosphorus
Tetrachloroethene
Trichloroethene
Cis-1.2-
dichloroethene
Trans-1.2-
dichloroethene
Vinyl Chloride
1.1-Dichloroethene
Sample Name
Sample Date
(SU)
(mg/L)
(mg/L)
(CFUs
per 100 ml-)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(pg/L)
(pg/L)
(pg/L)
(pg/L)
(pg/L)
(pg/L)
2L Groundwater Standards
6.5 - 8.5
10
250
1
10
500
7.5
NL
0.7
3
70
700
0.03
7
Groundwater Standards Provided in Permit No. W00004797
6.5 - 8.5
10
250
NL
10
500
7.5
NL
0.7
3
70
700
0.03
7
05/02/2018
5.86
3.0
10.0
<1.0
2.1
167
<0.020
0.11
NR
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
05/21/2019
5.81
3.0
11.3
<1.0
3.3
170
<0.050
0.044 J
NR
11/14/2019
5.82
3.7
11
1 <1.0
0.42
190
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/06/2020
5.70
2.3
7.6
<1.0
3.7
172
<0.10
<0.050
NR
MW-4
11/06/2020
5.30
2.8
6.9
<1.0
0.73
148
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/11/2021
5.8
2.8
6.9
<1.0
1.4
169
0.14
<0.050
NR
10/28/2021
5.7
3.1
6.7
<1.0
0.084
161
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/10/2022
5.8
2.9
6.8
<1.0
0.46
136
<0.10
0.063
NR
11/08/2022
5.8
3.2
10.3
<1.0
0.090
137
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/02/2018
5.69
5.7
16.1
2.0
0.0
90
<0.10
0.097
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 <0.50 <1.0 <0.50
05/21/2019
5.68
9.4
26.8
7.0
0.1
91
<0.050
0.120
NR
11/14/2019
5.59
6.0
20.1
7.0
0.055
202
1 <0.10
0.081
22.4 4.4 5.0 <0.50 <1.0 <0.50
MW-5
05/06/2020
5.90
6.9
7.3
8.0
<0.040
116
<0.10
0.083
NR
11/06/2020
5.65
4.6
6.9
8.0
<0.040
61.0
<0.10
0.060
0.80 1.0 <0.50 <0.50 <1.0 <0.50
05/11/2021
5.5
5.5
11.8
<2.0
<0.040
110
<0.10
0.090
NR
10/28/2021
5.7
6.6
17.3
5.0
<0.040
76.0
<0.10
0.054
30.7 11.6 12.6 <0.50 <1.0 <0.50
05/10/2022
5.6
2.7
49.0
<1.0
0.10
158
<0.10
<0.050
NR
11/08/2022
5.5
2.3
51.4
<1.0
<0.040
132
<0.10
<0.050
152.0 75.1 96.5 <0.50 1.1 <0.50
05/02/2018
5.28
2.3
9.4
1.0
0.1
81
<0.10
0.097
NR
11/02/2018
5.02
2.5
10.1
69.0
0.6
88
<0.10
0.057
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/21/2019
5.46
3.3
11.3
23.0
0.4
78
<0.050
0.068
NR
11/14/2019
5.30
2.9
9.3
44.0
0.56
342
<0.10
0.052
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/06/2020
5.38
2.0
9.7
3.0
1.1
96.0
<0.10
<0.050
NR
MW-6
11/06/2020
5.23
2.6
12.5
3.0
3.2
139
<0.10
<0.050
<0.50 <0.50 <0.50 <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
10/28/2021
5.4
2.3
8.7
<1.0
<0.040
85.0
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/10/2022
5.4
1.5
13.6
<1.0
<0.040
96.0
<0.10
<0.050
NR
11/08/2022
5.4
2.0
9.5
164.0/12.0*
0.40
85.0
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/02/2018
5.41
3.2
22.6
<2.0
15.5
207
<0.10
0.320
NR
11/02/2018
5.48
5.3
20.2
<10.0
15.7
243
<0.10
0.170
<0.50 <0.50 <0.50 <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
11/14/2019
6.42
3.0
22.7
1 <2.0
17.1
73
<0.10
0.084
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
MW-7R
05/06/2020
5.20
1.2
20.9
<1.0
21.5
219
<0.10
<0.050
NR
11/06/2020
5.54
1.7
17.8
<1.0
13.0
205
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/11/2021
5.2
1.7
34.2
<1.0
40.4
296
<0.10
0.051
NR
10/27/2021
5.3
1.1
24.9
<1.0
26.0
222
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/10/2022
5.1
<1.0
30.8
<1.0
31.0
279
<0.10
<0.050
NR
11/08/2022
4.9
1.0
31.4
<1.0
24.2
225
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
Fall 2022 Water Quality Sampling Event Page 1 of 2
Clement Pappas, Hendersonville, North Carolina December 2022

Table 2
Current and Historical Groundwater Analytical Results
pH
Total Organic
Carbon
Chloride
Fecal
Coliform
Nitrate
Total Dissolved
Solids
Ammonia
Total
Phosphorus
Tetrachloroethene
Trichloroethene
Cis-1,2-
dichloroethene
Trans-1.2-
dichloroethene
Vinyl Chloride
1,1-Dichloroethene
Sample Name
Sample Date
(SU)
(mg/L)
(mg/L)
(CFUs
per 100 ml-)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
(pg/L)
(pg/L)
(pg/L)
(pg/L)
(pg/L)
(pg/L)
05/02/2018
6.74
10.8
12.9
<2.0
14.4
548
<0.10
0.190
NR
11/02/2018
6.52
9.5
8.0
19.0
6.8
351
<0.10
0.250
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/21/2019
6.89
7.9
7.3
<10.0
6.2
249
<0.050
0.290
NR
11/14/2019
6.71
7.7
7.2
2.0
1.2
51
<0.10
0.100
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
MW-8
05/06/2020
6.41
2.7
2.8
<1.0
3.6
139
<0.10
<0.050
NR
11/06/2020
6.34
2.8
2.3
1 14.0
2.4
127
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/11/2021
6.6
3.8
2.0
<1.0
1.7
114
<0.10
<0.050
NR
10/27/2021
6.6
4.7
3.5
1.0
0.86
189
< 0.10
< 0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/10/2022
6.7
4.5
7.4
<1.0
3.2
240
<0.10
<0.050
NR
11/08/2022
6.6
6.2
12.2
<1.0
1.4
328
<0.10
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/02/2018
5.52
4.6
4.9
<2.0
1 0.58
69
<0.10
0.370
NR
11/02/2018
5.11
8.4
5.8
<10.0
0.57
88
<0.10
0.470
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/21/2019
5.64
7.2
4.6
<10.0
0.20
80
<0.050
0.230
NR
11/14/2019
5.57
6.1
5.4
<1.0
0.89
56
<0.10
0.076
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
MW 9
05/06/2020
5.52
5.9
1.8
<1.0
<0.040
68.0
<0.10
0.099
NR
11/06/2020
4.93
4.5
1.4
16.0
0.043
88.0
<0.10
0.095
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/11/2021
1 5.4
3.6
9.8
<2.0
1.9
<25.0
<0.10
0.089
NR
10/27/2021
5.4
3.8
3.2
1.0
0.35
48.0
< 0.10
< 0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
05/10/2022
5.4
3.6
6.3
<1.0
1.5
67.0
<0.10
0.086
NR
11/08/2022
5.3
2.8
8.7
<1.0
1.9
81.0
0.17
<0.050
<0.50 <0.50 <0.50 <0.50 <1.0 <0.50
Notes:
2L standards are set in North Carolina Administrative Code, Title 15A Subchapter 2L - Groundwater Classifications and Standards, Department of Environmental Quality (Amended April 1, 2022). Total organic carbon and nitrate standards are set in Wastewater Irrigation System Permit Number WQ0004797. There is no defined 2L standard for fecal coliform; therefore, the standard listed
is for "total coliform"
*On December 5, 2022, Anchor QEA personnel resampled MW-6 for fecal coliform due to suspected laboratory error.
Bolded values indicate a concentration equal to or above the respective groundwater standard or outside the groundwater standard range.
PH is analyzed by Anchor QEA of North Carolina, PLLC; INC lab certification number 5445.
Monitoring is performed in accordance with Permit No. WQ0004797 issued to Clement Pappas on May 15, 2020 and effective on September 1, 2020.
< indicates that the constituent concentration was not detected above the method detection limit
pg/L: micrograms per liter
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: milliliter
NL: No 2L standard exists.
NR: not reported
SU: standard unit
Fall 2022 Water Quality Sampling Event Page 2 of 2
Clement Pappas, Hendersonville, North Carolina December 2022

Table 3
Current and Historical Surface Water Analytical Results
Sample Name
Sample Date
PH
Total
Organic
Carbon
Chloride
Fecal Coliform
Nitrate
Total
Dissolved
Solids
Ammonia
Total
Phosphorus
(SU)
(mg/L)
(mg/L)
(CFUs per 100 ml-)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
28 Standard
6.0 - 9.0
NL
230
200
NL
NL
NL
NL
SW-1
(Upstream)
5/21/2019
7.02
1.6
5.0
98.0
0.75
42.0
<0.050
0.067
11/14/2019
6.76
1.9
5.3
118
0.83
57.0
<0.10
0.1
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
10/27/2021
7.0
1.8
5.2
145
0.72
52.0
<0.10
0.061
5/10/2022
7.1
1.4
5.1
81.0
0.88
51.0
0.12
0.15
11/08/22
7.0
2.3
6.6
89.0
0.65
63.0
<0.10
0.13
SW-2
(Downstream)
5/21/2019
6.99
1.6
4.9
200
0.76
47.0
<0.050
0.068
11/14/2019
7.01
1.9
5.4
127
0.82
83.0
<0.10
0.089
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
59.0
<0.10
<0.050
5/11/2021
6.9
1.4
5.0
146
0.74
47.0
<0.10
0.061
10/27/2021
6.9
1.9
5.2
145
0.71
55.0
<0.10
0.063
5/10/2022
6.9
1.4
4.9
118
0.87
50.0
<0.10
0.16
11/08/22
7.0
2.3
5.9
164
0.53
54.0
<0.10
0.10
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 November 2022), 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 2B standard exists
SU: standard unit
Fall 2022 Water Quality Sampling Event Page 1 of 1
Clement Pappas, Hendersonville, North Carolina December 2022

Figures

I;; W-wim ,

rA
I\ �� \ (i i .\ -� �_� \ \ \ 1 ;1 / �i / II j 1 I •1 /^-\ 1 1 - _ f j / / /' . �� /�_ a� i j i'�- �\\ \ T \
\ ` __`� / 1 \I I/I I 'i/// / / / / / /'/' _-_-_' �- `_ -�` -/ // �^ \\`♦ :.\ - \\
k\\\\ ` ` \`�-�\`"\ \\\I 11 f/1 / I1 1 I\1 /// / /ice 1/ /�".`� \'`ice -� ( \�
\�\" i I III 1�`\1111�11 III( \\��� \ \\\ \_ _� - \ \\`\ r- \\\ I / l I I /, f I / _ ----_` �`\ / / / �\' �� \� \ C'♦ �` \� .
\ \\ III1 \��\\ \\\N (`\ \ �..` \ �/. \ \1\ II / I I 1 / I�l / /'r `�- l / \ \r\ 1' \
\\ \ I III \ 1 11111111 \\\\ `��\\\ \ \ \ \ \ \ ` \ \ ^♦\\ \\\ \\ \\\\ \\ \ \ \ \ / / r 1 1 - �- - {' I I I l / / // /'--_-_---�``� I I / /�` \\ > \` \ \ \
IN / I III II\I\\\\1\I\ \ 1 \�\\ ` \\\\� \\' \\\\\\\ \\\\\ \\\-, /. / \ \ �♦ F! I I I I // //i �>-----`"\\� 11 / ♦ \ \ \\ �\" �\,�Y.� �\ \\ `J\ \
\\\\\\\\ \ \\ \\ \ I11 �.\`�\
\\\\ \ \\ \ \�♦_/ I 1 -' -��`� \\\ ♦. \\\ \\\`\\\\
I\ \\L\. \-\\\ II \1 111 / % \�` ♦ \`\`�\;\ \ \`\\\ \+v ��`� ��♦ \\�� \
N. \`\\\\ \\0\`� //// \1 \ \ 1 .#111 1411 III\ 111
I IIII \\\\ I \! \ -_\ /�\)\I \\\ Il If
\\\ 1\\ \11 1 1 1--�\\\\\ \\I \
\ \ \ \ \ IIII \ \\ \\\\\\ \ \\\ \
\ \ \\\\\\\\\\\\I\ \ \IIII I ^-'%j //i__
\III \ \\
�•�'> .. `\\--'ir I 1\\\\\\\\, !� \I \\\ a \\`� /' - / \ �►s 11 1 l' I j; 1�1\\� \\\\\\\\\�\\\`�\` `�- /%III I ��'- ��/ii/ --- /r \`=-
4, i• 11 I111 \I 11\ II /��-_� I / I I I // �_ '� I I 1 / I ` 0 1 I I 1 I ` '* \\`-• / /^\ ` \\ 1 +I .'\-\ 1 I I �'\'�`\ `\\\\\\\\\\`\\\\�` �__-////// /j /i'�/ /��� �__'_�"//// \I, \♦ r'-_--
`�.
III1 I `�// / I \ 1 1 1 I !f. / / I) I ` ♦ ��---- // // / - -- / \�ii� ram/ /�
I I /ice \ 1 11 Illif /
r \ III 1111 I I II//i'' I �`\i III I 1 ',. /•/ I \� l !T \ \ 1 11 I I 1 (1j r�/ -- %//
1j111111j11 // �- ,//, I l II I //�\�//% //I// \ I\ I \ \ \ 11 I111_Ildljll Ilfi
I, If III Illj 1/// �'ii' /' /l ! II I/ _�/// i \ \1 I`1 1 \ I I I I I I I IIII
ill II fill I I/ / // , \ \\\ 1 1 / I I _ III I,ddd
III \\\� / f I l I IIII
11 1 \
12 I\\\\\\\\\ 1\ II i I I i I \ `_ _ / /.,,, // /^ / // r 1 \ \♦ / / I ! 1 I 1 4i j I 1 I 1 \ `\` �i' I 1 j rl j j`�
_ IL i j1(\\\\\\\\IIII fill , —:r- -- - '.c„`_yT 1<<s-«%1 ///�^`I ♦''�-`� ` / / ! l 1 I / 1 1 I 1 1 1\ I. \\`� /�% ' \ \�\\
1 \\ \I IIII l\ \`. \/_-- - -___ ' /, / / / / _ ITT/TI I I / =:�\ \� I I - \ "1 1 I I / I I�' I \ ` - \ \. it / I I I I 1 \ `� IN
~-; \\I�I1I 1\\\I\ \� _�`-JL..r _t _--��/,/, /� /' /•- i/j 1 lj�l I I \ U\\ ` I\ \ i 1 I f / I
�-!
(llM\11\��` ` � ` = ----' // / / - / ! I \ i i / / I `. \ . ^\ \
((I\ \_ - _ - / / /, r I // /\ `\ `. l(\ \ \ IIII 11 • • • ••� / /�
\'[1 I\\\ \`� _-/�/ / i i r' II I I I j I/, I/ I -o \\ �\` ♦ ` 1 \� /
LKILUAM
5 If, \ \
\1
v
'r
\\�
\\\� / ♦ /
\ \
IN
/
`\ \\ \` \ \ \`` : • ' ^mil \I _ I ��_.�,� _ I I /F- \\ \\ \\ \I ./ //\\.
NN
' //I \�, IIII � . \\,'•� \ ,'=•(�\ / / '1 / / / / \ � I / / / I I
/ I I I f ` I � / // /// Il/ � / /• 1
- �/�/, i i � � r ` ;�'`--� i� /' '1 � iii / /'ri •� I i `�/' i i //.
\ \ I I \ 1 1 I I 1 I ; 'ems ". \' \ \ \ I `- / /% ,"�\ \ .\"'.�•1�11 u
\\\ I iii \\\ �\ \ i\ \% /� /?K=,\�\\1i. \�`.`\`\``- -- iI
` \ - 1„ ` \ ♦ `�`�� _-� \_�_- / I' / ` IIII
IN
\ '` err!
iii/ i
`
_ �
��` ` / / / / /i 1 /l l I I I I 1If
• / •. \it} - •�`� / ,/,'. ? 1 1 I I 1.

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

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
November 15, 2022
Ms. Jennifer Verde
Anchor QEA of North Carolina
231 Haywood Street
Asheville, INC 28801
RE: Project: Lassonde Pappas
Pace Project No.: 92635495
Dear Ms. Verde:
Enclosed are the analytical results for sample(s) received by the laboratory on November 08, 2022. 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
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
(Z/� ` -
Lord Patton
[e-mail]
1(828)254-7176
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 48

lacmnalyfica('
www,pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lassonde Pappas
Pace Project No.: 92635495
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
CERTIFICATIONS
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
South Carolina Laboratory ID: 99030
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 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
Lassonde Pappas
92635495
Analytes
Lab lD
Sample ID
Method
Analysts
Reported
Laboratory
92635495001
MW-4-20221108
SM 6200B
CL
63
PASI-C
SM 2540C-2015
MAB2
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495002
MW-5-20221108
SM 6200B
CL
63
PASI-C
SM 2540C-2015
MAB2
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495003
MW-6-20221108
SM 6200B
CL
63
PASI-C
SM 2540C-2015
MAB2
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495004
MW-7R-20221108
SM 6200B
CL
63
PASI-C
SM 2540C-2015
MAB2
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495005
MW-8-20221108
SM 6200B
CL
63
PASI-C
SM 2540C-2015
MAB2
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
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 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project:
Lassonde Pappas
Pace Project No.:
92635495
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495006
MW-9-20221108
SM 6200B
CL
63
PASI-C
SM 2540C-2015
JMH1
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495007
SW-1-20221108
SM 2540C-2015
JMH1
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495008
SW-2-20221108
SM 2540C-2015
JMH1
1
PASI-A
SM 9222D-2015
YEG
1
PASI-A
EPA 350.1 Rev 2.0 1993
ARJ
1
PASI-A
EPA 353.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 4500-CI-E-2011
ANM
1
PASI-A
SM 531OB-2014
MJP
1
PASI-A
92635495009
TRIP BLANK 1
SM 6200B
CL
63
PASI-C
92635495010
TRIP BLANK 2
SM 6200B
CL
63
PASI-C
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-4-20221108 Lab ID: 92635495001 Collected: 11/08/22 14:09 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 19:08
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 19:08
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 19:08
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 19:08
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 19:08
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 19:08
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 19:08
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 19:08
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 19:08
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 19:08
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 19:08
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 19:08
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 19:08
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 19:08
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 19:08
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 19:08
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 19:08
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 19:08
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 19:08
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 19:08
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:08
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:08
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:08
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 19:08
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 19:08
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 19:08
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:08
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:08
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:08
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:08
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:08
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:08
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:08
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:08
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:08
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 19:08
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 19:08
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 19:08
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 19:08
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 19:08
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 19:08
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 19:08
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 19:08
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 19:08
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 19:08
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 19:08
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-4-20221108 Lab ID: 92635495001 Collected: 11/08/22 14:09 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Tetrachloroethene
ND ug/L
0.50
1
11/11/22 19:08
127-18-4
Toluene
ND ug/L
0.50
1
11/11/22 19:08
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 19:08
87-61-6
1,2,4-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 19:08
120-82-1
1,1,1-Trichloroethane
ND ug/L
0.50
1
11/11/22 19:08
71-55-6
1,1,2-Trichloroethane
ND ug/L
0.50
1
11/11/22 19:08
79-00-5
Trichloroethene
ND ug/L
0.50
1
11/11/22 19:08
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
11/11/22 19:08
75-69-4
1,2,3-Trichloropropane
ND ug/L
0.50
1
11/11/22 19:08
96-18-4
1,2,4-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 19:08
95-63-6
1,3,5-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 19:08
108-67-8
Vinyl chloride
ND ug/L
1.0
1
11/11/22 19:08
75-01-4
m&p-Xylene
ND ug/L
1.0
1
11/11/22 19:08
179601-23-1
o-Xylene
ND ug/L
0.50
1
11/11/22 19:08
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
98 %
70-130
1
11/11/22 19:08
17060-07-0
4-Bromofluorobenzene (S)
98 %
70-130
1
11/11/22 19:08
460-00-4
Toluene-d8 (S)
98 %
70-130
1
11/11/22 19:08
2037-26-5
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
Total Dissolved Solids
137 mg/L
25.0
1
11/11/22 12:03
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2015 Preparation Method: SM 9222D-2015
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL
1.0
1
11/08/22 17:31 11/09/22 15:53
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L
0.10
1
11/10/22 13:32
7664-41-7
353.2 Nitrogen, NO2/1403 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
0.090 mg/L
0.040
1
11/10/22 02:02
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
11/09/22 19:26 11/09/22 21:59
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
10.3 mg/L
1.0
1
11/10/2217:01
16887-00-6
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-4-20221108 Lab ID: 92635495001 Collected: 11/08/22 14:09 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
5310B TOC Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
Total Organic Carbon 3.2 mg/L 1.0 1 11/14/22 13:43 7440-44-0
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-5-20221108 Lab ID: 92635495002 Collected: 11/08/22 15:05 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 19:26
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 19:26
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 19:26
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 19:26
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 19:26
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 19:26
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 19:26
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 19:26
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 19:26
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 19:26
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 19:26
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 19:26
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 19:26
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 19:26
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 19:26
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 19:26
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 19:26
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 19:26
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 19:26
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 19:26
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:26
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:26
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:26
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 19:26
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 19:26
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 19:26
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:26
75-35-4
cis-1,2-Dichloroethene
96.5
ug/L
0.50
1
11/11/22 19:26
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:26
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:26
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:26
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:26
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:26
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:26
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:26
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 19:26
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 19:26
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 19:26
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 19:26
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 19:26
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 19:26
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 19:26
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 19:26
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 19:26
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 19:26
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 19:26
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-5-20221108 Lab ID: 92635495002 Collected: 11/08/22 15:05 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Tetrachloroethene
152 ug/L
0.50
1
11/11/22 19:26
127-18-4
Toluene
ND ug/L
0.50
1
11/11/22 19:26
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 19:26
87-61-6
1,2,4-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 19:26
120-82-1
1,1,1-Trichloroethane
ND ug/L
0.50
1
11/11/22 19:26
71-55-6
1,1,2-Trichloroethane
ND ug/L
0.50
1
11/11/22 19:26
79-00-5
Trichloroethene
75.1 ug/L
0.50
1
11/11/22 19:26
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
11/11/22 19:26
75-69-4
1,2,3-Trichloropropane
ND ug/L
0.50
1
11/11/22 19:26
96-18-4
1,2,4-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 19:26
95-63-6
1,3,5-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 19:26
108-67-8
Vinyl chloride
1.1 ug/L
1.0
1
11/11/22 19:26
75-01-4
m&p-Xylene
ND ug/L
1.0
1
11/11/22 19:26
179601-23-1
o-Xylene
ND ug/L
0.50
1
11/11/22 19:26
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
96 %
70-130
1
11/11/22 19:26
17060-07-0
4-Bromofluorobenzene (S)
99 %
70-130
1
11/11/22 19:26
460-00-4
Toluene-d8 (S)
98 %
70-130
1
11/11/22 19:26
2037-26-5
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
Total Dissolved Solids
132 mg/L
25.0
1
11/11/22 12:03
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2015 Preparation Method: SM 9222D-2015
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL
1.0
1
11/08/22 17:31 11/09/22 15:53
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L
0.10
1
11/10/22 13:33
7664-41-7
353.2 Nitrogen, NO2/1403 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
ND mg/L
0.040
1
11/10/22 02:04
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
11/09/22 19:26 11/09/22 22:00
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
51.4 mg/L
2.0
2
11/10/2218:18
16887-00-6
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 9 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-5-20221108 Lab ID: 92635495002 Collected: 11/08/22 15:05 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
5310B TOC Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
Total Organic Carbon 2.3 mg/L 1.0 1 11/14/22 14:35 7440-44-0
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-6-20221108 Lab ID: 92635495003 Collected: 11/08/22 13:10 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 19:44
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 19:44
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 19:44
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 19:44
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 19:44
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 19:44
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 19:44
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 19:44
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 19:44
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 19:44
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 19:44
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 19:44
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 19:44
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 19:44
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 19:44
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 19:44
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 19:44
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 19:44
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 19:44
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 19:44
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:44
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:44
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 19:44
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 19:44
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 19:44
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 19:44
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:44
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:44
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 19:44
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:44
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:44
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 19:44
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:44
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:44
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 19:44
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 19:44
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 19:44
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 19:44
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 19:44
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 19:44
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 19:44
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 19:44
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 19:44
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 19:44
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 19:44
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 19:44
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-6-20221108 Lab ID: 92635495003 Collected: 11/08/22 13:10 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Tetrachloroethene
ND ug/L
0.50
1
11/11/22 19:44
127-18-4
Toluene
ND ug/L
0.50
1
11/11/22 19:44
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 19:44
87-61-6
1,2,4-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 19:44
120-82-1
1,1,1-Trichloroethane
ND ug/L
0.50
1
11/11/22 19:44
71-55-6
1,1,2-Trichloroethane
ND ug/L
0.50
1
11/11/22 19:44
79-00-5
Trichloroethene
ND ug/L
0.50
1
11/11/22 19:44
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
11/11/22 19:44
75-69-4
1,2,3-Trichloropropane
ND ug/L
0.50
1
11/11/22 19:44
96-18-4
1,2,4-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 19:44
95-63-6
1,3,5-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 19:44
108-67-8
Vinyl chloride
ND ug/L
1.0
1
11/11/22 19:44
75-01-4
m&p-Xylene
ND ug/L
1.0
1
11/11/22 19:44
179601-23-1
o-Xylene
ND ug/L
0.50
1
11/11/22 19:44
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
98 %
70-130
1
11/11/22 19:44
17060-07-0
4-Bromofluorobenzene (S)
98 %
70-130
1
11/11/22 19:44
460-00-4
Toluene-d8 (S)
100 %
70-130
1
11/11/22 19:44
2037-26-5
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
Total Dissolved Solids
85.0 mg/L
25.0
1
11/11/22 12:03
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2015 Preparation Method: SM 9222D-2015
Pace Analytical Services -Asheville
Fecal Coliforms
164 CFU/100 mL
1.0
1
11/08/22 17:16 11/09/22 15:53
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L
0.10
1
11/10/22 13:35
7664-41-7
353.2 Nitrogen, NO2/1403 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
0.40 mg/L
0.040
1
11/10/22 01:56
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
11/09/22 19:26 11/09/22 22:00
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
9.5 mg/L
1.0
1
11/10/2217:05
16887-00-6
Date: 11/15/2022 02:32 PM
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 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-6-20221108 Lab ID: 92635495003 Collected: 11/08/22 13:10 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
5310B TOC Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
Total Organic Carbon 2.0 mg/L 1.0 1 11/14/22 14:53 7440-44-0
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 13 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-7R-20221108 Lab ID: 92635495004 Collected: 11/08/22 11:02 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 20:03
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 20:03
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 20:03
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 20:03
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 20:03
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 20:03
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 20:03
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 20:03
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 20:03
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 20:03
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 20:03
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 20:03
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 20:03
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 20:03
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 20:03
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 20:03
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 20:03
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 20:03
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 20:03
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 20:03
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:03
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:03
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:03
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 20:03
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 20:03
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 20:03
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:03
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:03
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:03
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:03
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:03
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:03
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:03
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:03
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:03
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 20:03
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 20:03
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 20:03
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 20:03
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 20:03
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 20:03
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 20:03
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 20:03
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 20:03
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 20:03
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 20:03
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-7R-20221108 Lab ID: 92635495004 Collected: 11/08/22 11:02 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Tetrachloroethene
ND ug/L
0.50
1
11/11/22 20:03
127-18-4
Toluene
ND ug/L
0.50
1
11/11/22 20:03
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 20:03
87-61-6
1,2,4-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 20:03
120-82-1
1,1,1-Trichloroethane
ND ug/L
0.50
1
11/11/22 20:03
71-55-6
1,1,2-Trichloroethane
ND ug/L
0.50
1
11/11/22 20:03
79-00-5
Trichloroethene
ND ug/L
0.50
1
11/11/22 20:03
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
11/11/22 20:03
75-69-4
1,2,3-Trichloropropane
ND ug/L
0.50
1
11/11/22 20:03
96-18-4
1,2,4-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 20:03
95-63-6
1,3,5-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 20:03
108-67-8
Vinyl chloride
ND ug/L
1.0
1
11/11/22 20:03
75-01-4
m&p-Xylene
ND ug/L
1.0
1
11/11/22 20:03
179601-23-1
o-Xylene
ND ug/L
0.50
1
11/11/22 20:03
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
96 %
70-130
1
11/11/22 20:03
17060-07-0
4-Bromofluorobenzene (S)
99 %
70-130
1
11/11/22 20:03
460-00-4
Toluene-d8 (S)
98 %
70-130
1
11/11/22 20:03
2037-26-5
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
Total Dissolved Solids
225 mg/L
25.0
1
11/11/22 12:03
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2015 Preparation
Method: SM 9222D-2015
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL
1.0
1
11/08/22 17:16 11/09/22 15:53
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L
0.10
1
11/10/22 13:36
7664-41-7
353.2 Nitrogen, NO2/1403 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
24.2 mg/L
0.40
10
11/10/22 02:22
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
11/09/22 19:26 11/09/22 22:01
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
31.4 mg/L
1.0
1
11/10/2217:06
16887-00-6
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 15 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-7R-20221108 Lab ID: 92635495004 Collected: 11/08/22 11:02 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
5310B TOC Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
Total Organic Carbon 1.0 mg/L 1.0 1 11/14/22 15:13 7440-44-0
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 16 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-8-20221108 Lab ID: 92635495005 Collected: 11/08/22 09:37 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 20:21
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 20:21
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 20:21
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 20:21
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 20:21
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 20:21
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 20:21
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 20:21
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 20:21
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 20:21
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 20:21
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 20:21
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 20:21
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 20:21
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 20:21
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 20:21
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 20:21
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 20:21
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 20:21
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 20:21
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:21
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:21
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:21
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 20:21
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 20:21
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 20:21
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:21
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:21
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:21
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:21
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:21
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:21
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:21
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:21
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:21
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 20:21
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 20:21
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 20:21
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 20:21
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 20:21
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 20:21
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 20:21
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 20:21
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 20:21
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 20:21
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 20:21
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-8-20221108 Lab ID: 92635495005 Collected: 11/08/22 09:37 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Tetrachloroethene
ND ug/L
0.50
1
11/11/22 20:21
127-18-4
Toluene
ND ug/L
0.50
1
11/11/22 20:21
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 20:21
87-61-6
1,2,4-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 20:21
120-82-1
1,1,1-Trichloroethane
ND ug/L
0.50
1
11/11/22 20:21
71-55-6
1,1,2-Trichloroethane
ND ug/L
0.50
1
11/11/22 20:21
79-00-5
Trichloroethene
ND ug/L
0.50
1
11/11/22 20:21
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
11/11/22 20:21
75-69-4
1,2,3-Trichloropropane
ND ug/L
0.50
1
11/11/22 20:21
96-18-4
1,2,4-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 20:21
95-63-6
1,3,5-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 20:21
108-67-8
Vinyl chloride
ND ug/L
1.0
1
11/11/22 20:21
75-01-4
m&p-Xylene
ND ug/L
1.0
1
11/11/22 20:21
179601-23-1
o-Xylene
ND ug/L
0.50
1
11/11/22 20:21
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
97 %
70-130
1
11/11/22 20:21
17060-07-0
4-Bromofluorobenzene (S)
98 %
70-130
1
11/11/22 20:21
460-00-4
Toluene-d8 (S)
98 %
70-130
1
11/11/22 20:21
2037-26-5
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
Total Dissolved Solids
328 mg/L
25.0
1
11/11/22 12:03
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2015 Preparation Method: SM 9222D-2015
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL
1.0
1
11/08/22 17:16 11/09/22 15:53
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/L
0.10
1
11/10/22 13:38
7664-41-7
353.2 Nitrogen, NO2/1403 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
1.4 mg/L
0.040
1
11/10/22 01:47
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
11/09/22 19:26 11/09/22 22:02
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
12.2 mg/L
1.0
1
11/10/2217:06
16887-00-6
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 18 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-8-20221108 Lab ID: 92635495005 Collected: 11/08/22 09:37 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
5310B TOC Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
Total Organic Carbon 6.2 mg/L 1.0 1 11/14/22 15:29 7440-44-0
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 19 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-9-20221108 Lab ID: 92635495006 Collected: 11/08/22 12:20 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 20:39
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 20:39
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 20:39
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 20:39
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 20:39
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 20:39
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 20:39
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 20:39
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 20:39
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 20:39
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 20:39
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 20:39
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 20:39
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 20:39
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 20:39
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 20:39
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 20:39
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 20:39
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 20:39
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 20:39
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:39
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:39
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 20:39
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 20:39
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 20:39
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 20:39
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:39
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:39
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 20:39
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:39
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:39
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 20:39
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:39
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:39
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 20:39
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 20:39
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 20:39
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 20:39
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 20:39
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 20:39
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 20:39
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 20:39
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 20:39
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 20:39
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 20:39
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 20:39
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-9-20221108 Lab ID: 92635495006 Collected: 11/08/22 12:20 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Tetrachloroethene
ND ug/L
0.50
1
11/11/22 20:39
127-18-4
Toluene
ND ug/L
0.50
1
11/11/22 20:39
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 20:39
87-61-6
1,2,4-Trichlorobenzene
ND ug/L
2.0
1
11/11/22 20:39
120-82-1
1,1,1-Trichloroethane
ND ug/L
0.50
1
11/11/22 20:39
71-55-6
1,1,2-Trichloroethane
ND ug/L
0.50
1
11/11/22 20:39
79-00-5
Trichloroethene
ND ug/L
0.50
1
11/11/22 20:39
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
11/11/22 20:39
75-69-4
1,2,3-Trichloropropane
ND ug/L
0.50
1
11/11/22 20:39
96-18-4
1,2,4-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 20:39
95-63-6
1,3,5-Trimethylbenzene
ND ug/L
0.50
1
11/11/22 20:39
108-67-8
Vinyl chloride
ND ug/L
1.0
1
11/11/22 20:39
75-01-4
m&p-Xylene
ND ug/L
1.0
1
11/11/22 20:39
179601-23-1
o-Xylene
ND ug/L
0.50
1
11/11/22 20:39
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
100 %
70-130
1
11/11/22 20:39
17060-07-0
4-Bromofluorobenzene (S)
98 %
70-130
1
11/11/22 20:39
460-00-4
Toluene-d8 (S)
98 %
70-130
1
11/11/22 20:39
2037-26-5
2540C Total Dissolved Solids
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
Total Dissolved Solids
81.0 mg/L
25.0
1
11/11/22 19:37
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D-2015 Preparation Method: SM 9222D-2015
Pace Analytical Services -Asheville
Fecal Coliforms
ND CFU/100 mL
1.0
1
11/08/22 17:16 11/09/22 15:53
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Ammonia
0.17 mg/L
0.10
1
11/10/22 13:39
7664-41-7
353.2 Nitrogen, NO2/1403 unpres
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Nitrate
1.9 mg/L
0.040
1
11/10/22 01:54
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
ND mg/L
0.050
1
11/09/22 19:26 11/09/22 22:03
7723-14-0
4500 Chloride
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
Chloride
8.7 mg/L
1.0
1
11/10/2217:07
16887-00-6
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 21 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: MW-9-20221108 Lab ID: 92635495006 Collected: 11/08/22 12:20 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
5310B TOC Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
Total Organic Carbon 2.8 mg/L 1.0 1 11/14/22 15:48 7440-44-0
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 22 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: SW-1-20221108 Lab ID: 92635495007 Collected: 11/08/22 15:15 Received: 11/08/22 16:22 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
531013 TOC
Total Organic Carbon
Date: 11/15/2022 02:32 PM
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
63.0 mg/L 25.0
1
11/11/2219:37
Analytical Method: SM 9222D-2015 Preparation
Method: SM 9222D-2015
Pace Analytical Services -Asheville
89.0 CFU/100 mL 1.0
1
11/08/22 17:31 11/09/22 15:53
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
ND mg/L 0.10
1
11/10/2213:41
7664-41-7
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
0.65 mg/L 0.040
1
11/10/22 02:05
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
0.13 mg/L 0.050
1
11/09/22 19:26 11/09/22 22:03
7723-14-0
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
6.6 mg/L 1.0
1
11/10/2217:08
16887-00-6
Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
2.3 mg/L 1.0
1
11/14/2216:47
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 23 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: SW-2-20221108 Lab ID: 92635495008 Collected: 11/08/22 10:00 Received: 11/08/22 16:22 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
531013 TOC
Total Organic Carbon
Date: 11/15/2022 02:32 PM
Analytical Method: SM 2540C-2015
Pace Analytical Services -Asheville
54.0 mg/L 25.0
1
11/11/2219:37
Analytical Method: SM 9222D-2015 Preparation
Method: SM 9222D-2015
Pace Analytical Services -Asheville
164 CFU/100 mL 1.0
1
11/08/22 17:16 11/09/22 15:53
Analytical Method: EPA 350.1 Rev 2.0 1993
Pace Analytical Services -Asheville
ND mg/L 0.10
1
11/10/2213:48
7664-41-7
Analytical Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services -Asheville
0.53 mg/L 0.040
1
11/10/22 01:49
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
0.099 mg/L 0.050
1
11/09/22 19:26 11/09/22 22:06
7723-14-0
Analytical Method: SM 4500-CI-E-2011
Pace Analytical Services -Asheville
5.9 mg/L 1.0
1
11/10/2217:11
16887-00-6
Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
2.3 mg/L 1.0
1
11/14/2217:02
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 24 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: TRIP BLANK 1 Lab ID: 92635495009 Collected: 11/08/22 00:00 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 18:32
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 18:32
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 18:32
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 18:32
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 18:32
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 18:32
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 18:32
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 18:32
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 18:32
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 18:32
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 18:32
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 18:32
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 18:32
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 18:32
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 18:32
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 18:32
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 18:32
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 18:32
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 18:32
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 18:32
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 18:32
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 18:32
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 18:32
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 18:32
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 18:32
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 18:32
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 18:32
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 18:32
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 18:32
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 18:32
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 18:32
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 18:32
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 18:32
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 18:32
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 18:32
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 18:32
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 18:32
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 18:32
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 18:32
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 18:32
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 18:32
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 18:32
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 18:32
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 18:32
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 18:32
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 18:32
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: TRIP BLANK 1 Lab ID: 92635495009 Collected: 11/08/22 00:00 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
11/11/22 18:32
127-18-4
Toluene
ND
ug/L
0.50
1
11/11/22 18:32
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
11/11/22 18:32
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
11/11/22 18:32
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
11/11/22 18:32
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
11/11/22 18:32
79-00-5
Trichloroethene
ND
ug/L
0.50
1
11/11/22 18:32
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
11/11/22 18:32
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
11/11/22 18:32
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
11/11/22 18:32
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
11/11/22 18:32
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
11/11/22 18:32
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
11/11/22 18:32
179601-23-1
o-Xylene
ND
ug/L
0.50
1
11/11/22 18:32
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
98
%
70-130
1
11/11/22 18:32
17060-07-0
4-Bromofluorobenzene (S)
100
%
70-130
1
11/11/22 18:32
460-00-4
Toluene-d8 (S)
101
%
70-130
1
11/11/22 18:32
2037-26-5
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 26 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: TRIP BLANK 2 Lab ID: 92635495010 Collected: 11/08/22 00:00 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
11/11/22 18:50
71-43-2
Bromobenzene
ND
ug/L
0.50
1
11/11/22 18:50
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
11/11/22 18:50
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
11/11/22 18:50
75-27-4
Bromoform
ND
ug/L
0.50
1
11/11/22 18:50
75-25-2
Bromomethane
ND
ug/L
5.0
1
11/11/22 18:50
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
11/11/22 18:50
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
11/11/22 18:50
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
11/11/22 18:50
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
11/11/22 18:50
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
11/11/22 18:50
108-90-7
Chloroethane
ND
ug/L
1.0
1
11/11/22 18:50
75-00-3
Chloroform
ND
ug/L
0.50
1
11/11/22 18:50
67-66-3
Chloromethane
ND
ug/L
1.0
1
11/11/22 18:50
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 18:50
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
11/11/22 18:50
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
11/11/22 18:50
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
11/11/22 18:50
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
11/11/22 18:50
106-93-4
Dibromomethane
ND
ug/L
0.50
1
11/11/22 18:50
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 18:50
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 18:50
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
11/11/22 18:50
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
11/11/22 18:50
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
11/11/22 18:50
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
11/11/22 18:50
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
11/11/22 18:50
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 18:50
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
11/11/22 18:50
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 18:50
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
11/11/22 18:50
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
11/11/22 18:50
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
11/11/22 18:50
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 18:50
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
11/11/22 18:50
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
11/11/22 18:50
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
11/11/22 18:50
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
11/11/22 18:50
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
11/11/22 18:50
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
11/11/22 18:50
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
11/11/22 18:50
1634-04-4
Naphthalene
ND
ug/L
2.0
1
11/11/22 18:50
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
11/11/22 18:50
103-65-1
Styrene
ND
ug/L
0.50
1
11/11/22 18:50
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 18:50
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
11/11/22 18:50
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 27 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: Lassonde Pappas
Pace Project No.: 92635495
Sample: TRIP BLANK 2 Lab ID: 92635495010 Collected: 11/08/22 00:00 Received: 11/08/22 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
11/11/22 18:50
127-18-4
Toluene
ND
ug/L
0.50
1
11/11/22 18:50
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
11/11/22 18:50
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
11/11/22 18:50
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
11/11/22 18:50
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
11/11/22 18:50
79-00-5
Trichloroethene
ND
ug/L
0.50
1
11/11/22 18:50
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
11/11/22 18:50
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
11/11/22 18:50
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
11/11/22 18:50
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
11/11/22 18:50
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
11/11/22 18:50
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
11/11/22 18:50
179601-23-1
o-Xylene
ND
ug/L
0.50
1
11/11/22 18:50
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
98
%
70-130
1
11/11/22 18:50
17060-07-0
4-Bromofluorobenzene (S)
98
%
70-130
1
11/11/22 18:50
460-00-4
Toluene-d8 (S)
99
%
70-130
1
11/11/22 18:50
2037-26-5
Date: 11/15/2022 02:32 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 28 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736640 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200E MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495009,
92635495010
METHOD BLANK: 3834019
Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495009,
92635495010
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
11/11/22 14:01
1,1,1-Trichloroethane
ug/L
ND
0.50
11/11/22 14:01
1,1,2,2-Tetrachloroethane
ug/L
ND
0.50
11/11/22 14:01
1,1,2-Trichloroethane
ug/L
ND
0.50
11/11/22 14:01
1,1-Dichloroethane
ug/L
ND
0.50
11/11/22 14:01
1,1-Dichloroethene
ug/L
ND
0.50
11/11/22 14:01
1,1-Dichloropropene
ug/L
ND
0.50
11/11/22 14:01
1,2,3-Trichlorobenzene
ug/L
ND
2.0
11/11/22 14:01
1,2,3-Trichloropropane
ug/L
ND
0.50
11/11/22 14:01
1,2,4-Trichlorobenzene
ug/L
ND
2.0
11/11/22 14:01
1,2,4-Trimethylbenzene
ug/L
ND
0.50
11/11/22 14:01
1,2-Dibromo-3-chloropropane
ug/L
ND
1.0
11/11/22 14:01
1,2-Dibromoethane (EDB)
ug/L
ND
0.50
11/11/22 14:01
1,2-Dichlorobenzene
ug/L
ND
0.50
11/11/22 14:01
1,2-Dichloroethane
ug/L
ND
0.50
11/11/22 14:01
1,2-Dichloropropane
ug/L
ND
0.50
11/11/22 14:01
1,3,5-Trimethylbenzene
ug/L
ND
0.50
11/11/22 14:01
1,3-Dichlorobenzene
ug/L
ND
0.50
11/11/22 14:01
1,3-Dichloropropane
ug/L
ND
0.50
11/11/22 14:01
1,4-Dichlorobenzene
ug/L
ND
0.50
11/11/22 14:01
2,2-Dichloropropane
ug/L
ND
0.50
11/11/22 14:01
2-Chlorotoluene
ug/L
ND
0.50
11/11/22 14:01
4-Chlorotoluene
ug/L
ND
0.50
11/11/22 14:01
Benzene
ug/L
ND
0.50
11/11/22 14:01
Bromobenzene
ug/L
ND
0.50
11/11/22 14:01
Bromochloromethane
ug/L
ND
0.50
11/11/22 14:01
Bromodichloromethane
ug/L
ND
0.50
11/11/22 14:01
Bromoform
ug/L
ND
0.50
11/11/22 14:01
Bromomethane
ug/L
ND
5.0
11/11/22 14:01
Carbon tetrachloride
ug/L
ND
0.50
11/11/22 14:01
Chlorobenzene
ug/L
ND
0.50
11/11/22 14:01
Chloroethane
ug/L
ND
1.0
11/11/22 14:01
Chloroform
ug/L
ND
0.50
11/11/22 14:01
Chloromethane
ug/L
ND
1.0
11/11/22 14:01
cis-1,2-Dichloroethene
ug/L
ND
0.50
11/11/22 14:01
cis-1,3-Dichloropropene
ug/L
ND
0.50
11/11/22 14:01
Dibromochloromethane
ug/L
ND
0.50
11/11/22 14:01
Dibromomethane
ug/L
ND
0.50
11/11/22 14:01
Dichlorodifluoromethane
ug/L
ND
0.50
11/11/22 14:01
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 29 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
METHOD BLANK: 3834019 Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495009,
92635495010
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Diisopropyl ether
ug/L
ND
0.50
11/11/22 14:01
Ethylbenzene
ug/L
ND
0.50
11/11/22 14:01
Hexachloro-1,3-butadiene
ug/L
ND
2.0
11/11/22 14:01
Isopropylbenzene (Cumene)
ug/L
ND
0.50
11/11/22 14:01
m&p-Xylene
ug/L
ND
1.0
11/11/22 14:01
Methyl-tert-butyl ether
ug/L
ND
0.50
11/11/22 14:01
Methylene Chloride
ug/L
ND
2.0
11/11/22 14:01
n-Butylbenzene
ug/L
ND
0.50
11/11/22 14:01
n-Propylbenzene
ug/L
ND
0.50
11/11/22 14:01
Naphthalene
ug/L
ND
2.0
11/11/22 14:01
o-Xylene
ug/L
ND
0.50
11/11/22 14:01
sec-Butylbenzene
ug/L
ND
0.50
11/11/22 14:01
Styrene
ug/L
ND
0.50
11/11/22 14:01
tert-Butyl benzene
ug/L
ND
0.50
11/11/22 14:01
Tetrachloroethene
ug/L
ND
0.50
11/11/22 14:01
Toluene
ug/L
ND
0.50
11/11/22 14:01
trans-1,2-Dichloroethene
ug/L
ND
0.50
11/11/22 14:01
trans- 1,3-Dichloropropene
ug/L
ND
0.50
11/11/22 14:01
Trichloroethene
ug/L
ND
0.50
11/11/22 14:01
Trichlorofluoromethane
ug/L
ND
1.0
11/11/22 14:01
Vinyl chloride
ug/L
ND
1.0
11/11/22 14:01
1,2-Dichloroethane-d4 (S)
%
100
70-130
11/11/22 14:01
4-Bromofluorobenzene (S)
%
98
70-130
11/11/22 14:01
Toluene-d8 (S)
%
99
70-130
11/11/22 14:01
LABORATORY CONTROL SAMPLE:
Parameter
3834020
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
48.4
97
60-140
1,1,1-Trichloroethane
ug/L
50
43.0
86
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
48.0
96
60-140
1,1,2-Trichloroethane
ug/L
50
47.5
95
60-140
1,1-Dichloroethane
ug/L
50
42.2
84
60-140
1,1-Dichloroethene
ug/L
50
43.0
86
60-140
1,1-Dichloropropene
ug/L
50
46.8
94
60-140
1,2,3-Trichlorobenzene
ug/L
50
51.0
102
60-140
1,2,3-Trichloropropane
ug/L
50
49.4
99
60-140
1,2,4-Trichlorobenzene
ug/L
50
46.4
93
60-140
1,2,4-Trimethylbenzene
ug/L
50
44.5
89
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
49.0
98
60-140
1,2-Dibromoethane (EDB)
ug/L
50
49.1
98
60-140
1,2-Dichlorobenzene
ug/L
50
47.1
94
60-140
1,2-Dichloroethane
ug/L
50
43.7
87
60-140
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 30 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
LABORATORY CONTROL SAMPLE:
Parameter
3834020
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2-Dichloropropane
ug/L
50
47.6
95
60-140
1,3,5-Trimethylbenzene
ug/L
50
43.5
87
60-140
1,3-Dichlorobenzene
ug/L
50
46.7
93
60-140
1,3-Dichloropropane
ug/L
50
47.8
96
60-140
1,4-Dichlorobenzene
ug/L
50
45.0
90
60-140
2,2-Dichloropropane
ug/L
50
36.7
73
60-140
2-Chlorotoluene
ug/L
50
43.2
86
60-140
4-Chlorotoluene
ug/L
50
44.5
89
60-140
Benzene
ug/L
50
43.5
87
60-140
Bromobenzene
ug/L
50
46.1
92
60-140
Bromochloromethane
ug/L
50
43.2
86
60-140
Bromodichloromethane
ug/L
50
44.7
89
60-140
Bromoform
ug/L
50
49.8
100
60-140
Bromomethane
ug/L
50
45.7
91
60-140
Carbon tetrachloride
ug/L
50
44.8
90
60-140
Chlorobenzene
ug/L
50
46.0
92
60-140
Chloroethane
ug/L
50
43.6
87
60-140
Chloroform
ug/L
50
42.3
85
60-140
Chloromethane
ug/L
50
45.3
91
60-140
cis-1,2-Dichloroethene
ug/L
50
43.1
86
60-140
cis-1,3-Dichloropropene
ug/L
50
45.4
91
60-140
Dibromochloromethane
ug/L
50
48.1
96
60-140
Dibromomethane
ug/L
50
48.3
97
60-140
Dichlorodifluoromethane
ug/L
50
45.7
91
60-140
Diisopropyl ether
ug/L
50
44.6
89
60-140
Ethylbenzene
ug/L
50
44.6
89
60-140
Hexachloro-1,3-butadiene
ug/L
50
43.3
87
60-140
Isopropylbenzene (Cumene)
ug/L
50
43.8
88
60-140
m&p-Xylene
ug/L
100
89.0
89
60-140
Methyl-tert-butyl ether
ug/L
50
47.0
94
60-140
Methylene Chloride
ug/L
50
44.7
89
60-140
n-Butylbenzene
ug/L
50
41.9
84
60-140
n-Propylbenzene
ug/L
50
42.5
85
60-140
Naphthalene
ug/L
50
53.9
108
60-140
o-Xylene
ug/L
50
44.8
90
60-140
sec-Butylbenzene
ug/L
50
43.3
87
60-140
Styrene
ug/L
50
45.9
92
60-140
tert-Butyl benzene
ug/L
50
37.3
75
60-140
Tetrachloroethene
ug/L
50
44.4
89
60-140
Toluene
ug/L
50
43.7
87
60-140
trans-1,2-Dichloroethene
ug/L
50
44.0
88
60-140
trans- 1,3-Dichloropropene
ug/L
50
46.0
92
60-140
Trichloroethene
ug/L
50
48.5
97
60-140
Trichlorofluoromethane
ug/L
50
42.4
85
60-140
Vinyl chloride
ug/L
50
47.4
95
60-140
1,2-Dichloroethane-d4 (S)
%
99
70-130
4-Bromofluorobenzene (S)
%
100
70-130
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 31 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
LABORATORY CONTROL SAMPLE: 3834020
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits
Toluene-d8 (S) % 98 70-130
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3834021
MS
92635809014 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
3834022
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
200
200
238
299
119
150
60-140
23 M1
1,1,1-Trichloroethane
ug/L
ND
200
200
232
284
116
142
60-140
20 M1
1,1,2,2-Tetrachloroethane
ug/L
ND
200
200
216
283
108
141
60-140
27 M1
1,1,2-Trichloroethane
ug/L
ND
200
200
226
285
113
142
60-140
23 M1
1,1-Dichloroethane
ug/L
ND
200
200
226
273
113
137
60-140
19
1,1-Dichloroethene
ug/L
ND
200
200
236
286
118
143
60-140
19 M1
1,1-Dichloropropene
ug/L
ND
200
200
256
313
128
157
60-140
20 M1
1,2,3-Trichlorobenzene
ug/L
ND
200
200
227
305
113
152
60-140
29 M1
1,2,3-Trichloropropane
ug/L
ND
200
200
207
270
103
135
60-140
26
1,2,4-Trichlorobenzene
ug/L
ND
200
200
227
289
113
145
60-140
24 M1
1,2,4-Trimethylbenzene
ug/L
1250
200
200
1480
1500
118
124
60-140
1
1,2-Dibromo-3-chloropropane
ug/L
ND
200
200
202
274
101
137
60-140
30
1,2-Dibromoethane (EDB)
ug/L
ND
200
200
231
291
116
145
60-140
23 M1
1,2-Dichlorobenzene
ug/L
ND
200
200
228
286
114
143
60-140
23 M1
1,2-Dichloroethane
ug/L
ND
200
200
225
270
112
135
60-140
18
1,2-Dichloropropane
ug/L
ND
200
200
238
294
119
147
60-140
21 M1
1,3,5-Trimethylbenzene
ug/L
338
200
200
557
598
109
130
60-140
7
1,3-Dichlorobenzene
ug/L
ND
200
200
227
284
114
142
60-140
22 M1
1,3-Dichloropropane
ug/L
ND
200
200
231
293
116
146
60-140
23 M1
1,4-Dichlorobenzene
ug/L
ND
200
200
224
279
112
139
60-140
22
2,2-Dichloropropane
ug/L
ND
200
200
223
273
111
137
60-140
20
2-Chlorotoluene
ug/L
ND
200
200
364
402
182
201
60-140
10 M1
4-Chlorotoluene
ug/L
ND
200
200
216
268
108
134
60-140
21
Benzene
ug/L
7.8
200
200
232
285
112
138
60-140
20
Bromobenzene
ug/L
ND
200
200
224
275
112
138
60-140
21
Bromochloromethane
ug/L
ND
200
200
221
268
110
134
60-140
19
Bromodichloromethane
ug/L
ND
200
200
219
274
110
137
60-140
22
Bromoform
ug/L
ND
200
200
219
288
110
144
60-140
27 M1
Bromomethane
ug/L
ND
200
200
227
294
114
147
60-140
26 M1
Carbon tetrachloride
ug/L
ND
200
200
232
293
116
146
60-140
23 M1
Chlorobenzene
ug/L
ND
200
200
233
291
116
146
60-140
22 M1
Chloroethane
ug/L
ND
200
200
257
306
128
153
60-140
17 M1
Chloroform
ug/L
ND
200
200
206
250
103
125
60-140
19
Chloromethane
ug/L
ND
200
200
244
291
122
146
60-140
17 M1
cis-1,2-Dichloroethene
ug/L
ND
200
200
231
277
115
139
60-140
18
cis-1,3-Dichloropropene
ug/L
ND
200
200
223
284
111
142
60-140
24 M1
Dibromochloromethane
ug/L
ND
200
200
226
283
113
141
60-140
22 M1
Dibromomethane
ug/L
ND
200
200
230
290
115
145
60-140
23 M1
Dichlorodifluoromethane
ug/L
ND
200
200
272
322
136
161
60-140
17 M1
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 32 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3834021
MS
92635809014 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
3834022
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
Diisopropyl ether
ug/L
ND
200
200
228
274
114
137
60-140
18
Ethylbenzene
ug/L
240
200
200
478
530
119
145
60-140
10 M1
Hexachloro-1,3-butadiene
ug/L
ND
200
200
234
293
117
147
60-140
22 M1
Isopropylbenzene (Cumene)
ug/L
58.4
200
200
284
342
113
142
60-140
19 M1
m&p-Xylene
ug/L
656
400
400
1130
1240
118
146
60-140
10 M1
Methyl-tert-butyl ether
ug/L
ND
200
200
225
283
113
141
60-140
23 M1
Methylene Chloride
ug/L
ND
200
200
208
251
104
126
60-140
19
n-Butylbenzene
ug/L
52.1
200
200
277
319
112
133
60-140
14
n-Propylbenzene
ug/L
171
200
200
383
419
106
124
60-140
9
Naphthalene
ug/L
56.4
200
200
290
371
117
157
60-140
25 M1
o-Xylene
ug/L
175
200
200
410
463
118
144
60-140
12 M1
sec-Butylbenzene
ug/L
ND
200
200
226
288
113
144
60-140
24 M1
Styrene
ug/L
ND
200
200
229
288
114
144
60-140
23 M1
tert-Butyl benzene
ug/L
ND
200
200
192
235
96
118
60-140
20
Tetrachloroethene
ug/L
ND
200
200
233
297
117
148
60-140
24 M1
Toluene
ug/L
25.3
200
200
243
303
109
139
60-140
22
trans-1,2-Dichloroethene
ug/L
ND
200
200
242
290
121
145
60-140
18 M1
trans- 1,3-Dichloropropene
ug/L
ND
200
200
221
279
111
140
60-140
23
Trichloroethene
ug/L
ND
200
200
246
309
123
154
60-140
23 M1
Trichlorofluoromethane
ug/L
ND
200
200
243
294
121
147
60-140
19 M1
Vinyl chloride
ug/L
ND
200
200
264
312
132
156
60-140
16 M1
1,2-Dichloroethane-d4 (S)
%
98
98
70-130
4-Bromofluorobenzene (S)
%
99
101
70-130
Toluene-d8(S)
%
98
98
70-130
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 33 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736483 Analysis Method: SM 2540C-2015
QC Batch Method: SM 2540C-2015 Analysis Description: 2540C Total Dissolved Solids
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005
METHOD BLANK: 3832919
Matrix:
Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Total Dissolved Solids
mg/L
ND
25.0
11/11/22 12:01
LABORATORY CONTROL SAMPLE:
3832920
Spike
LCS
LCS % Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
Total Dissolved Solids
mg/L
250
248
99 90-110
SAMPLE DUPLICATE: 3832921
92635453003 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 3560 3580 0
SAMPLE DUPLICATE: 3832922
92636049005 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L ND ND
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 34 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736632 Analysis Method: SM 2540C-2015
QC Batch Method: SM 2540C-2015 Analysis Description: 2540C Total Dissolved Solids
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92635495006, 92635495007, 92635495008
METHOD BLANK: 3833970 Matrix: Water
Associated Lab Samples: 92635495006, 92635495007, 92635495008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Dissolved Solids mg/L ND 25.0 11/11/22 19:36
LABORATORY CONTROL SAMPLE: 3833971
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids mg/L 250 256 102 90-110
SAMPLE DUPLICATE: 3833972
92635495006 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 81.0 76.0 6
SAMPLE DUPLICATE: 3833973
92635481001 Dup
Parameter Units Result Result RPD Qualifiers
Total Dissolved Solids mg/L 664 690 4
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 35 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736023 Analysis Method: SM 9222D-2015
QC Batch Method: SM 9222D-2015 Analysis Description: 9222D Fecal Coliform(MF) -AVL
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
METHOD BLANK: 3830740 Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 11/09/22 15:53
SAMPLE DUPLICATE: 3830741
92635222002 Dup
Parameter Units Result Result RPD Qualifiers
Fecal Coliforms CFU/100 mL ND ND
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 36 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736107 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: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007
METHOD BLANK: 3831029 Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Ammonia mg/L ND 0.10 11/10/22 12:58
LABORATORY CONTROL SAMPLE: 3831030
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/L 5 5.1 103 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3831031 3831032
MS MSD
92634043004 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L 64.8 5 5 73.4 70.0 172 104 90-110 5 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3831033 3831034
MS MSD
92634820001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L 0.65 5 5 5.8 5.8 103 104 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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 37 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736109 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: 92635495008
METHOD BLANK: 3831035
Associated Lab Samples: 92635495008
Parameter Units
Nitrogen, Ammonia mg/L
LABORATORY CONTROL SAMPLE: 3831036
Parameter Units
Nitrogen, Ammonia mg/L
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.10 11 /10/22 13:42
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
5 5.2 103 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3831037 3831038
MS MSD
92635495008 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L ND 5 5 5.2 5.2 104 104 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3831039 3831040
MS MSD
92634939001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L 0.96 5 5 6.3 6.3 107 106 90-110 0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 38 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736066 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: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
METHOD BLANK: 3830929 Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.040 11/10/22 01:38
LABORATORY CONTROL SAMPLE: 3830930
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 1.5 1.5 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3830931 3830932
MS MSD
92635543001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Nitrate mg/L 1.1 1.5 1.5 2.6 2.6 97 97 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3830933 3830934
MS MSD
92635495003 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Nitrate mg/L 0.40 1.5 1.5 1.9 1.9 99 100 90-110 1
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 39 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736013 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: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
METHOD BLANK: 3830664 Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Phosphorus mg/L ND 0.050 11/09/22 21:43
LABORATORY CONTROL SAMPLE: 3830665
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.5 100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3830666 3830667
MS MSD
92634536001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phosphorus mg/L 1.7 2.5 2.5 4.1 4.1 97 96 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3830668 3830669
MS MSD
92634541002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phosphorus mg/L 23.1 2.5 2.5 26.1 26.1 120 119 90-110 0 M1
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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 40 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736047 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: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
METHOD BLANK: 3830888 Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg/L ND 1.0 11/10/2216:52
LABORATORY CONTROL SAMPLE: 3830889
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chloride mg/L 20 21.0 105 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3830890 3830891
MS MSD
92635249002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Chloride mg/L 105 10 10 113 113 78 81 90-110 0 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3830892 3830893
MS MSD
92635495001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Chloride mg/L 10.3 10 10 20.7 21.0 104 108 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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 41 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: Lassonde Pappas
Pace Project No.: 92635495
QC Batch: 736855 Analysis Method: SM 531 OB-2014
QC Batch Method: SM 531 OB-2014 Analysis Description: 5310E TOC
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
METHOD BLANK: 3834668 Matrix: Water
Associated Lab Samples: 92635495001, 92635495002, 92635495003, 92635495004, 92635495005, 92635495006, 92635495007,
92635495008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mg/L ND 1.0 11/14/22 13:09
LABORATORY CONTROL SAMPLE: 3834669
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Organic Carbon mg/L 25 24.4 98 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3834670 3834671
MS MSD
92635495001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Total Organic Carbon mg/L 3.2 25 25 29.4 29.5 105 105 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3834672 3834673
MS MSD
92634409008 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 25.6 25.7 101 102 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: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC.
Page 42 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALIFIERS
Project: Lassonde Pappas
Pace Project No.: 92635495
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.
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.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
ANALYTE QUALIFIERS
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 43 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Lassonde Pappas
Pace Project No.:
92635495
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method Batch
92635495001
MW-4-20221108
SM 6200B
736640
92635495002
MW-5-20221108
SM 6200B
736640
92635495003
MW-6-20221108
SM 6200B
736640
92635495004
MW-7R-20221108
SM 6200B
736640
92635495005
MW-8-20221108
SM 6200B
736640
92635495006
MW-9-20221108
SM 6200B
736640
92635495009
TRIP BLANK 1
SM 6200E
736640
92635495010
TRIP BLANK 2
SM 6200E
736640
92635495001
MW-4-20221108
SM 2540C-2015
736483
92635495002
MW-5-20221108
SM 2540C-2015
736483
92635495003
MW-6-20221108
SM 2540C-2015
736483
92635495004
MW-7R-20221108
SM 2540C-2015
736483
92635495005
MW-8-20221108
SM 2540C-2015
736483
92635495006
MW-9-20221108
SM 2540C-2015
736632
92635495007
SW-1-20221108
SM 2540C-2015
736632
92635495008
SW-2-20221108
SM 2540C-2015
736632
92635495001
MW-4-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495002
MW-5-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495003
MW-6-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495004
MW-7R-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495005
MW-8-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495006
MW-9-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495007
SW-1-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495008
SW-2-20221108
SM 9222D-2015
736023
SM 9222D-2015 736030
92635495001
MW-4-20221108
EPA 350.1 Rev 2.0 1993
736107
92635495002
MW-5-20221108
EPA 350.1 Rev 2.0 1993
736107
92635495003
MW-6-20221108
EPA 350.1 Rev 2.0 1993
736107
92635495004
MW-7R-20221108
EPA 350.1 Rev 2.0 1993
736107
92635495005
MW-8-20221108
EPA 350.1 Rev 2.0 1993
736107
92635495006
MW-9-20221108
EPA 350.1 Rev 2.0 1993
736107
92635495007
SW-1-20221108
EPA 350.1 Rev 2.0 1993
736107
92635495008
SW-2-20221108
EPA 350.1 Rev 2.0 1993
736109
92635495001
MW-4-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495002
MW-5-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495003
MW-6-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495004
MW-7R-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495005
MW-8-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495006
MW-9-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495007
SW-1-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495008
SW-2-20221108
EPA 353.2 Rev 2.0 1993
736066
92635495001
MW-4-20221108
EPA 365.1 Rev 2.0 1993
736013
EPA 365.1 Rev 2.0 1993 736054
92635495002
MW-5-20221108
EPA 365.1 Rev 2.0 1993
736013
EPA 365.1 Rev 2.0 1993 736054
92635495003
MW-6-20221108
EPA 365.1 Rev 2.0 1993
736013
EPA 365.1 Rev 2.0 1993 736054
92635495004
MW-7R-20221108
EPA 365.1 Rev 2.0 1993
736013
EPA 365.1 Rev 2.0 1993 736054
92635495005
MW-8-20221108
EPA 365.1 Rev 2.0 1993
736013
EPA 365.1 Rev 2.0 1993 736054
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11 /15/2022 02:32 PM without the written consent of Pace Analytical Services, LLC. Page 44 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Lassonde Pappas
Pace Project No.: 92635495
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92635495006
MW-9-20221108
EPA 365.1 Rev 2.0 1993
736013 EPA 365.1 Rev 2.0 1993
92635495007
SW-1-20221108
EPA 365.1 Rev 2.0 1993
736013 EPA 365.1 Rev 2.0 1993
92635495008
SW-2-20221108
EPA 365.1 Rev 2.0 1993
736013 EPA 365.1 Rev 2.0 1993
92635495001
MW-4-20221108
SM 4500-CI-E-2011
736047
92635495002
MW-5-20221108
SM 4500-CI-E-2011
736047
92635495003
MW-6-20221108
SM 4500-CI-E-2011
736047
92635495004
MW-7R-20221108
SM 4500-CI-E-2011
736047
92635495005
MW-8-20221108
SM 4500-CI-E-2011
736047
92635495006
MW-9-20221108
SM 4500-CI-E-2011
736047
92635495007
SW-1-20221108
SM 4500-CI-E-2011
736047
92635495008
SW-2-20221108
SM 4500-CI-E-2011
736047
92635495001
MW-4-20221108
SM 5310B-2014
736855
92635495002
MW-5-20221108
SM 5310B-2014
736855
92635495003
MW-6-20221108
SM 5310B-2014
736855
92635495004
MW-7111-20221108
SM 5310B-2014
736855
92635495005
MW-8-20221108
SM 5310B-2014
736855
92635495006
MW-9-20221108
SM 5310B-2014
736855
92635495007
SW-1-20221108
SM 5310B-2014
736855
92635495008
SW-2-20221108
SM 5310B-2014
736855
Date: 11/15/2022 02:32 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
736054
736054
736054
Page 45 of 48

,4ace
DC#_Title: ENV-FRM-HUN1-0083 v01_Sampie Condition Upon Receipt
Effective Date: 05/12/2022
Laboratory receiving samples:
Asheville Q Eden[] Greenwood ❑ Huntersville [] Raleigh❑ Mech: n KArnPrsvillen
ConditionSample Client Name: F WO# : 926354951
„Upon Receipt Project #!;
Courier: ❑Fed Ex [-]UPS [-]USPS Client
❑ Commercial []Pace ❑Other; 92535495
Custody Seal Present? ❑Yes Oct Seals Intact? ❑Yes *0
Packing Material: Bubble Wrap Bubble Bags ❑None ❑ Other
Thermometer: J t,�
❑ IIIGun ID: ( (� 7/ Type of Ice:t�Jvvet
Correction Factor: �
Cooler Temp: / 7 Add/Subtract(°C) 0
Cooler Temp Corrected ('C): 6/- 5.7
USDA Regulated Soil ( N/A, water sample)
Did samples origins m a quarantine zone within the United States: CA, NY, or SC
Date/Initials Person Examining Contents; r r� 11
❑Blue ❑None
Biological Tissue Frozen?
❑Yes []No ❑N/A
Temp should be above freezing to 6°C
❑Samples out of temp criteria. Samples on ice, cooling process
has begun
Did samples originate from a foreign source (internationally,
(check maps)? (,-_)Yes UNo
mJJUUJrrg nawaEi d,» rue,w niwJ! Uses Urvv
Comments/Discrepancy:
Chain of Custody Present?
es
❑No
❑N/A
1.
Sarnpfes Arrived within Hold Time?
es
❑No
❑N/A
Z.
Short Hold Time Analysis (<72 hr.)?
es
❑No
❑N/A
3.
Rush Turn Around Time Requested?
❑Yes
Pgpo
❑N/A
4.
Sufficient Volume?
es
[]No
❑NIA
5.
Correct Containers Used?
-Pace Containers Used?
es
es
[:]No❑N/A
[]No
❑N/A
6.
Containers Intact?
es
[]No
❑NIA
7.
Dissolved analysis; Samples Field Filtered? ❑Yes
tAo
❑N/A
B.
Sample Labels Match CDC?
-includes Date/Time/ID/Analysis
Yes
Matrix:
[:]No
[]N/A
9.
Headspace in VOA Vials (?S-6mrn)?
❑Yes
tj�o
[]N/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
es
es
[:]No
❑No
❑N/A
❑N/A
11.
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
Lot ID of split containers:
Date/Time:
Date:
Date:
r:eio uata nequ:reor Ures Uno
Page 46 of 48
Qualtrax ID: 69614 Page 1 of 2

z z A
M 3
M m m
o n
N
O
D
N
M v 67
A
D
A
m
n
m
y
a
TEMP in C
Received on Ice
(YIN)
Custody Sealed
Cooler
(Y1Nj
Samples Intacl
(YIN)
N � O to W r rn N1 p W N I I CM fif
W
i2
O
6,
N
N
b
N
rJ
c�
d
m—
v
a
n
w
f
on
n
ab
N
n
..--.-.■
Immmmmmma
®0,,,,,,
—N
ys4pgp�$a��n
e �
A o-
�oa�oavg��o
v
MATM CODE (see vaW modes to loll)
SAMPLE TYPE (G=GRAS C=COMP}
J
D
� y
n
4 —
m
z
0
SAMPLE TEMP AT COLLECTION
0 OF CONTAINERS
Unpreserved
ro
Np
(D
H2SO4
HNO3
HCI
NaOH
Na2S203
Methanol
Other
Analyses Test
Yi
Fecal Caliform MF
Chloride
Ammonia, Total phosphorus
Nitrate, Nitrite
TDS
TOC
VOC by 62GO
Trip Blank
Residual Chlorine (YIN)
-� Uj Q spy
LTf
4i iD �
P z n
0
D }
N
m m o n 0
0
a O 4
N d D
� O
m � a
z
0
n lu
N
3
a
N
C,
N
N
n
z rn 4
o
n a � A ,n,• O
# N p p CL m N
3 6 a o
m m c n
# 0
-
3 rp
N
' 7
� o
� � n
m
C a
n w
n
rD O 1
N p a • J
n n n a 3 m a n `C C
o m p m
-a-no..
o� ii m in
CL C
3 a ti!
a MQ
0 0 --1
n
N
� O �
n m
N
m
a r*
o
CL v C
n
`D Cr n
N 3
p o0
y R
x N (7
y C
N N
� n �
Dl N `C
A a
N o to (D
� w
z o'
n ° a
eRi D
e �
O
Page 47 of 48

DC#_Title: ENV-FRM-HUN1-0084 v01 Tech Spec Sample Condition
�� , Upon Receipt
Effective Date: 05/12/2022
*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
***Check all unpreserved Nitrates for chlorine
Project tt LJO# : 92535495
PM: Lip Due pate: 11/15 22
CLIENT: 93-ALTAMONT
a
Z
a
2
a
Z
Z
u
N
ry
o
z
N
N
Q
Cp
T
Z
ry
U
Q
2
m
m
Z
_
4
70
Y
v
a
L)
a
fi
7
a
n
a
a
c
O
,n
=
O
2
H
EL
O
Z
a
a
C
U
v
c
7
Y
O
iv
VL
N
2
?
2
Z
Z
a
a
a
4
c
Q
v
OO
m
a
>
Z
Z
D
2
?
c
v
a.
u
°
E
u
E
a
E
a
m
:
E
u
a
E
v
E
Cl
L
E
w
o
E
�_
-,
E
Q
`m
x
E
Q
v
a
J
E
x
E
a
a
a
J
E
a
J
E
v
o
5
E
c
0
J
E
rn
0
7
E
N
0
>
E
++
`m
G
7°
a
°
Vl
E
a
d
N
E
J
E
a
J
E
io
_
V1
E
E
Q
E
E
.°.
a
a
m
m
a
m
7
N
a
m
7
.ti
a
m
r4
c%i
V
a
co
o
N
Z
rri
a
m
,�
fNy
ni
t
a.
m
M
m
a
a
m
LL
3
• -�
7
•-�
l7
a
rl
T
.r
l7
a
N
rn
l7
a
=
vt
H
i7
a
o
J�
m
C7
a
m
C7
o
a
7
2
m
l7
❑
a
1
m
l7
a
V
7
ai
C7
a
C
M
L7
o
C7
a
ut
y
�
N
y
v,
o
m
a
M
0
G
k7
a
0
i7
sn
y
0
M
o
1
,
13
J
�
i
3
�
3
4
1�
5
s
I
y
I
7
I
�
1
9
10
11
12
N\�
pH Adjustment Log for Preserved Samples
5ample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot p
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (i,e.
Out of hold, incorrect preservative, out of temp, incorrect containers)
Qualtrax Document ID: 70677
Page 2 of 2
Page 48 of 48

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
December 07, 2022
Jennifer Verde
Anchor QEA
231 Haywood Street
Asheville, NC 28801
RE: Project: C21482-01.01 TASK 7
Pace Project No.: 92639693
Dear Jennifer Verde:
Enclosed are the analytical results for sample(s) received by the laboratory on December 05, 2022. 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,
(4a-, +1 , `-NJIO ,
Angela Baioni
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 10

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Project: C21482-01.01 TASK 7
Pace Project No.: 92639693
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804 South Carolina Laboratory ID: 99030
Florida/NELAP Certification #: E87648 South Carolina Certification #: 99030001
North Carolina Drinking Water Certification #: 37712 Virginia/VELAP Certification #: 460222
North Carolina Wastewater Certification #: 40
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 10

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project: C21482-01.01 TASK 7
Pace Project No.: 92639693
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92639693001 MW-06-20221205
PASI-A = Pace Analytical Services - Asheville
SM 9222D-2015
REPORT OF LABORATORY ANALYSIS
YEG
PAS I -A
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 10

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: C21482-01.01 TASK 7
Pace Project No.: 92639693
Sample: MW-06-20221205 Lab ID: 92639693001 Collected: 12/05/22 11:10 Received: 12/05/22 12:17 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
MBIO 9222D Fecal Coliform AVL Analytical Method: SM 9222D-2015 Preparation Method: SM 9222D-2015
Pace Analytical Services -Asheville
Fecal Coliforms 12.0 CFU/100 mL 1.0 1 12/05/22 15:41 12/06/22 14:48
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2022 08:26 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 10

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: C21482-01.01 TASK 7
Pace Project No.: 92639693
QC Batch: 741489 Analysis Method: SM 9222D-2015
QC Batch Method: SM 9222D-2015 Analysis Description: 9222D Fecal Coliform(MF) -AVL
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92639693001
METHOD BLANK: 3857406 Matrix: Water
Associated Lab Samples: 92639693001
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 12/06/22 14:48
SAMPLE DUPLICATE: 3857407
Parameter
Fecal Coliforms
92639618005 Dup
Units Result Result RPD Qualifiers
CFU/100 mL 69.0 67.0 3
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: 12/07/2022 08:26 PM without the written consent of Pace Analytical Services, LLC.
Page 5 of 10

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALIFIERS
Project: C21482-01.01 TASK 7
Pace Project No.: 92639693
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.
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.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/07/2022 08:26 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 10

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: C21482-01.01 TASK 7
Pace Project No.: 92639693
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92639693001 MW-06-20221205 SM 9222D-2015 741489 SM 9222D-2015 741491
Date: 12/07/2022 08:26 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 7 of 10

z
ro
m
s
ro
n
c
n
c
�-
v K
-- -- �+
__ ..�01
n
0
n
0
m y
3
n
N
n
o
w
m
n
Q
n
c
n T v
[/mil
3
c
C
c
3
3
C
ro-
@
r]
6
CD
a
a
m
m
a
co
s
v
rr
3
3
v
@
°
v v
v�
a
0
0
0
=�
a
r
�NZ�
r
3
a
O
3
a
7
3
a
7
a
n
O
p
o ID
a=
3
P
I
o�
_
`S
•—.
L•
cr
v.
F
m
rt
ax
n
ro
vrr
x*
C
C
�
@
n
D
m
6l
Z
- ,•
m W
3
O
m
O
-
o
Yx
r
O
at
Q'
O
u
yr�
'—�
a txl
n �c
,� p
h 0LA
o
7
a �l
o
A
wv
vi
y •--• ~
a
w
i
iv
v
w
-i
.y
V�
m
m
3
rn
@
1 3
N @
n
T
n
'Ka
o n
v
a p z
G w
n r°
w
—
m 0
�° 3 o
v"�i Ll
c C
n
o
—
a,
v
3
0°
N
a m
o
.@xr
-� .{
o
a
n
N ,n„
m Q
co C
a
o
—
^
0
�( 3
n
t`1
3
m
C
v
0
n
D
v
v.
m
v
h o
nl L
v
c
w.
c 61
C
�
�
=
=
m
@
u
�t
n
n
a
F�
z
Cn7
ro
"o
3 uma
Qo
0
T.
T.
�
0
o n
61
v
m CL
3
`� `�
N
_
3
p'
a
c�
m
o va
y,
ccr
11'n
m
o
m
rD
F
o o
n
n
n
o
m
@v
a
'an
�nl
° (A
3
3
mro
n
a
'*
w
d
a
3
@
p
v
Z C
n
c
in
in
to
cr
ao
00
C: a,
n m
— (D
m
ro
" ro
ro
7
7
�
Z
z
Q
Ll
fD
rc
ro
ro
n at
_
rr
a
3 n m
3
T
r
-i
p
z
7 n
c <
�
O
C7
O
s
y
V\
x ro
o
0
a
o C
'-`
r3o
D
ro
<'
xc
rn
z
7coal
n
co
A
n.
C oa 4 Q
J
N
(�
C O N W
rr
c
� ■• i
m n
m
i
a C
M.
00
a c a: � ■ Y
j
@
l x 2 (D A
n
S
z
C
m @
'<
N
r rma wn wm c c wmn m n nn vcr
En O F O O O C G w
w @ C Cro @
of @
rr N N iA
arnmya rnn rt �•rtfi
wro '�
o
d O
n ! ♦_1 r
Inc wrt✓rrar �� @�@oo w
M y I1 rl @ r5 C la m @ n n@ n a .
C3 to n@w �•wm r• -rm41
'6 'O
o � J
Z
C
CD
@ @ @ 0 a
w
@ Z rr Q. oNmn @
rn
@
7r•-Cr
w ;:
[y w n n rrt
r@wp ,
C, r, 0. m
'
m3an
a
ID
•+:3r
r, ro, m@ LA w c ro @
n a F. n Prt
o d @ 0 7 @ Cmr
amn0�
o
m
aQ
3 3
ro v Q H. n o rs 0 A nJ
n o @ @m
ro
@ a
�C
@m
ro
rD m
^ c
3cr
n
a 0 Q
3
..
rt
ry1]c.
T m 1 @
@ :3 It w P.
ID
tr�
�
5 Z Z Z
,
T
(�Cx
�q'WV �9zYY9'�9�'
� v
r
n
n n
Page 8 of 10

N
ro
ro
c
0
c
c
3
N
=.
m
ro
m
m
w
n
a
o.
ro
n
n
n
N
3
3
3
of
a
ro
a
o
v
m
a
m
n
ai
v
in
in
00
5'
>
a
>
0
3
v
m
v
O-
C
C
C
N
0
v
rp
w
w
°
0
0
❑
v
m
v
..
ro
m
n
N
7
m
n
m
3
73ra
3
3
w
f°
3
°
rc
m
-
a
c
n
ro
d
x
A
A
ID
ro
ro
ro
rGn
Q
`rD
a
m
n
f0
a
a
v
n
n
Ln
0
W
n
rD
3
3
3
3
3
7
❑
(0
a
ro
ro
0
m
3
ro
O
qq.
3
o
S
'
00
O
m
<
c CL
m
n
s-X
z
A
N
W
3
a
C
n �
n v
n
� ro
:ml
O
CO
W
i V
Z
m
v
d
n
ro
0
o
a
z
<
e
�.
a
D O O O s r0
3 o n o ro 3 0
0 m ' m
ID 3 a 3
C
n 3 "a m ° n m
ro
Q P O c v+
3 v
p n @
p OO
z �
Z
z
a
°r n
C —
:+ p v SYo.3p
3 a x. a c o °
n ro
w a v
3 N a o
a o a a
d p tD a
d
� 3 �
O m
- x"
p o- 3
O
X
ra
ro C
w GG 3
ro G N
y m
3 3
G) o y r{ a w❑
3 z v ❑ v
d
C rn ^
d o n m n a z
3 C, N M ID
G) v ❑
ro � n W O K am❑
G w
N Q N d K
v o m n
v
v �
❑ 0 0 rDroCD 3 -
ar -
O C Nt ro
N� O fG
0 n
m i _
3 Q w
- Z
9 O O
OJ
t7
N
m
a
0
0
3
c
0
r9
m
,.
0
O
a
o.
a
o
<
c
ro
0
3
C
m
�
N
3
Z
3
--E
.0 b
In
C
C C
O
m
v
O
R
n
a
O
G
0
w
a
�
o
r
m
ro
n-
to
N
m
n
ro
3
ID�.
n
-
�
O
o
n'
c
�
3
�
n
y
a
3
0 0
-- 0
3
* *
" 3
ro
o a
v
w
w
<
m
a
N
n
°3
n
a
�
y
r0
cl
?
Z O
0
Z'
O
O
=
O
—
3
aD
J
_ '
a
Pi ; mow m r x y�y Fn' r(6 SD 40 N G 0 0 0 c� Pr]
Ww�4 o y rn n rt r m w a
d M fA b N Y a Y 'L1 .n tS rt r• &&
0 C H. Hrt dH m Nm 0 0 Er.
rn 'y d h m M C ro ,'u ro n m m 0 a a W
[+] n rJ r F• W rA {C x N 11- 0 U1 rr'G 10 �
ro m a rob r w m ro p b
YO R'dw 5w r-C G bO to Hn to En r
f0 z W M •• .. f) 7 Y a. ro rt 0 a N. m ro
C" r, m b S v w n rt rF [n r° W
�k K ro m n r= rt -0m C rt W r• O N x
m n oomwr.0 n nWw ro
,• ma m M N a n C W ro rt 3 rt n
rt
rt v P. a m m C N W G rd ro
n n rt a r- m d It H n r
p r- m ro t3 O y r C m m 'a
38 w N 'd Y n 7 f0 w f9 rt
m ro iawm rca r.
rar m rt n k r� - m
w n ro W ro m W H n
rrr 9 m R r
m fi rt SD p
n y
Itrt
r•C rC r{ K *C rC k K .a -r< .0 { .t
z z z 5 z 2 2 2 2 2 2 2 2
b Oy Y'.o�95�q��bS
0
3
m
n
m
QN
I,
2
SS]
ra
W
C
m
O
z
A
a
0
ro
0
r-
"
w
7 tr
z m
C
m
m 'm
= o
n r
m ;
0
0
A
Page 9 of 10

DC#_Title: ENV-FRM-HUN1-0084 v01_Tech Spec Sample Condition
-f ace
Upon Receipt
i
Effective Date: 06/12/2022
*Check mark top half of box if pH and/or dechlorination Project #
is verified and within the acceptance range for
preservation samples.
Exceptions: VOA, Coliform, TOE, Oil and Grease, DRO/8015 (water) DOC, LLHg
**Bottom half of box is to list number of bottles
***Check all unpreserved Nitrates for chlorine
WO## : 92639693
PM: AMB Due Date: 12/12/22
CLIENT: 93-ALTAMONT
a
cEi
u
Z
41
L1
7
v
J
E
a
m
Z
G1
`1
7
J
fNn
a
m
Z
31
W
D
J
E
0
a
m
Q
Z
-p
N
C
d
a
m
Y
N
Q
0
=
o
E
,,,
N
m
an
N
0
S
n
E
o
N
a
m
^
0
m
Z
u
Q
N
n
E
u�
'"�
a
m
V
rq N
2
()
N
Z
a
E
yr
N
ii
m
C
10
Ur
o
E
a
u
z
N
d
0.
6
v
*'
7
.i
Q'
Q
d.
_
Q
v
'=
2
w
0
Q
z
-0
O.
C
E
J
E
o
M
(V
Q
N
0
'�
N
61
-a
Q
+'
vt
N
Q
V
o
N
I
.A
E
Q
E
p
0
m
Q
�'
Y
2
Z
.n
E
4J
E
o
a
O1
to
O
¢
.'�
*
Q
p
>
E
2
T
0
O
z
0
N
N
Z
a
>
E
F
G�
0
7
Z
N
Of
c
Q
Q
3
E
'T
7
01
0
7
Z
0
rn
Q
Q
7
E
'f
7
m
(D
O
IJ
¢
>}
E
v)
G�
V'
a
Z
'.+
L7
d
`m
{S.
m
'S
x
lJ
7
m
I
f0
N
,n
E
Ln
in
a
yr
m
i
N
�0
61
°
vt
E
O
k4
N
a.
o
m
N
x
V
N
`—°
a
E
o
N
pC
f/1
a.
m
—
Z
W
N
C
a
E
a
J
of
O
>
4
0
Q
@
C
O
C
to
E
O
>
�
in
7
z
a
Sl
C
9
E
Q
E
a
m
C7
d
1
{
l
2
3
4
5
6
7
8
9
10
11
12
I
1_`\NNN
I
I
1\\\m
I
ri
I
I
I.-
I
I
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 #
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Caraiina DEHNn Certnication Office ti.e.
Out of hold, incorrect preservative, out of temp, incorrect containers)
Qualtrax Document ID: 70677
Page 2 of 2
Page 10 of 10

Attachment 2
Well Sampling Logs and Instrument
Calibration Data Sheet

ANCHOR
1vcHO 0
Equipment Documentation and Instrument Calibration Data Sheet
Project Name: L&S&M&x., p0.ippPys 2,012. E1nY• Com0i61vt"_ Analyst Conducting Calibration:
Project Number: _C 2.t ci B 2 - Ot. O 1 Date of Calibration: 1,
Project Location: Jr�v� bo mvi %%^r r [f �, Date of Field Measurements: I ( ( L Z
Facility ID or Permit # (if applicable):
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
E uipment Type Brand Serial Number Date of Use Rental Company
1
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Select Turbidimeter.
Hach 2100Q (s/n 151006045207)
Rental Hach 2100Q (s/n
Instrument Readings
10 NTU
ALI 2 1
O Z
(Hach
20 NTU
1111%ts
-&5
Cal (NTU):
2100Q)
100 NTU
ZI Z3
Of, t 2
Cal (NTU46.,
800 NTU
III
Cal (NTU): 3
Cal Std Information
Lot #-
Expiration Date:
*Pre -Analysis
Time: r
Result Li:
52
Time: r
Time:
0
Time:
Calibration
Verification:
Check (10 NTU):
*Post -Analysis
Check NTU):
Result (NTU):
Z
Time: r
C>-+•
�!
C Est
(10
l .
`$
YSI Professional Plus Multiparameter Meter (s/n 18BI01802)
Cal
Std Information
Instrument Readings
Date
Lot #
Opened
Exp' Date
Dissolved Oxygen
Initial (%):
Cal (%):
�0 +
.mHg:
Temperature CQ:
k
Time:
0 • 5 Z-
(% saturation)
• 09
41 .
-_ . tOO
t •
DO (Site #2,
Initial (%):
Cal (%):
mmHg:
Temperature CQ:
Time:
if applicable) *
QC** Check DO
Time: r
I1L.(DO
Result (%):
Time:
Result (%):
Time:
Result (%):
PH 7 S.U.
Initial:
G 9
pHmV:
—
Cal (S.U.):
pHmV:: f�
-e-V
Time:
I S
so
report to 0.1 S.U.
•
o *
4 •
. 10
!
PH 4 S.U.
Initial:
H.ciq
pHmV:
Cal (S.U.)
pHmV:
Time:
I,G►:-
10122-
report to 0.1 S.U.
14
I11.
C,. rj5
Z
pH 10 S.U.
report to0.7S.U.
Initial:
lip -ID
pHmV:
Cal (S.U.):
to—O
pHmV:
"200•
Time:
W%00
1 CX=
6I,(O
080-1
olt3
QC** pH 7 S.U.
Time:
0�:0
Result (S.U.):
Time: r C
Result (S.U.):
Time:
Result (S.U.):
2.C7L�
tot 2Z
OI �2y
report to0.1S.U.
J
Q
�1p
Spec. Cond.
Initial:
Cal (pmhos/cm):
Time:
tl.6cl -
II ZZ
�'8l2 3
I ��
,,000 pmhos/cm
01
l 3
0 0
l S- 3
% Recove =
QC** Spec. Cond.
Time:
Result (Nmhos/cm):
Time:
Result (Nmhos/cm):
Time:
Result (Nmhos/cm):
2 6%
��22
23
1,000 mhos/cm
0 4 : (� 1
00
q
[ o p
$04
�W
% Recovery=1
ORP 200 mV
Initial:
Cal:
2.00
Temperature CC):
Time:
Z�l
�g�ZZ
03�Z3
Analyst Signature:
0&
Analyst Name:
Date:
Notes:
Revision 8, 1/11/22, CAP
1. Instruments shall be calibrated in accordance with the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3.Order of Calibration is as follows: Specific Conductivity, PH 7, PH 4, pH 10, DO, ORP, QC checks.
4. *When performing DO analyses at multiple sample sites (i.e. project/facility locations), the DO probe must be calibrated at each sample site prior to analysis.
S. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be recalibrated.
6. ** CC check must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with calibration standard from a separate lot u as the initial QC.
7. % Recovery = (Value Obtained, pmhos/cm a True Value, pmhos/cm) x 100
8. NC Field Laboratory Certificate Number 5445
Q. 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
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppt Salinity.
11. 1 pmho/cm = 1 pS/cm
Abbreviations: Method Reference:
pmhos/cm: micromhos per centimeter NTU: nephelometric turbidity units Temperature: SM 2550 B-2010
*C: degrees Celsius ORP: oxidation reduction potential Specific conductivity: EPA Method 120.1, Rev. 1982
DO: dissolved oxygen s/n: serial number DO: SM 4500 O G-2011
mg/L milligrams per liter S.U.: standard units pH: SM 4500-H' B-2011
mV: millivolt Spec. Cond.: Specific Conductivity Turbidity: SM 2130 B-2011
J �rl ( 4-1i Z-
Page 1 of 1

lizANCHOR
QEA
Equipment Documentation and Instrument Calibration Data Sheet _
Project Name: — sJ—JftQ- 2tar4p Analyst Conducting Calibration: e, Pµ hle/YD/1
Project Number: `Q/r(Bj -Q/.O/ As�; Date of Calibration: IWS' zt122
Project Location: Aou,,,ta,14 IJUAe r Ale, Date of Field Measurements:
Facility ID or Permit # (if applicable): wq ocj) I f 17
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
Equipment Type Brand Serial Number Date of Use Rental Company
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Select Turbidimeter.
10 NTU
2/22
*Pre -Analysis
Check (10 NTU):
*Post -Analysis
Check (10 NTU):
Hach 2100Q (s/n 151006045207)
Rental Hach 2100Q (s/n )
Instrument Readings
(Hach 2100Q)
20 NTU 100 NTU
5 2/23
13123
Cal (NTU): / q , q Cal (NTU). ,�
Time: 0. *5 1 Time:0 70
Res uIt(NTU�j): Time: ,�1b
-1 . B 2 0-7 41
Result (NTU): Time:
800 NTU
A2//
3
Cal (NTU): O�
Time: 0 748
7
Cal Std Information
Lot#:
Expiration Date
Calibration
Verification:
YSI Professional Plus Multiparameter Meter (s/n 1181111011802)
Instrument Readings
Cal Std Information
Lot #
Date
O ened
Exp. ate
Dissolved Oxygen
(% saturation)
Initial M: p
R N-e 9
Cal (%):
/GO, Q
mmHg:
GG-
Temperature (°C):
A 2. 0
Time:_, ��
/V)
DO (Site #2,
if applicable)*
Initia
Cal % :
mmHg:
Temperature (°C):
Time:
CWP /eXa
QC"* Check DO
Time;
102-1
Result (%):
/00.3
Time,
r*
Result (%):
/0 IF,S
Time:
Result (%):
�s
PH 7 S.U.
report toa1s.U.
Initial: �/
T.0
pHmV:
� ZS•%
Cal (S.U.):
�.V
pHmV:
ZS•Q
Time: p
0-128
/isf00�
(0////22
�/
C Z3
PH 4 S.U.
report to a i s.U.
Initial:
4,0
pHmV:
/.
Cal (S.U.):
b �
pHmV::
140, If
Time:
0 7 2
16J�04 f
10KNItt
I /Z3
PH 10 S.U.
report to a i s.U.
Initial:
10•
pHmV:- M 1
r 200•
Cal (S.U.):
I , 0
pHmV:�f -
—Z00. S
Time:
0
� s/
8/�t'12
91 � 3
QC** pH 7 S.U.
report to 0.1 S.U.
Time:
Result (S.U.):
T,
Time:
1353
Result (S.U.):
�,
Time:
Result (S.U.):
cA3/0
Aiuu�2
112,
�,�P /u z
Spec. Cond.
1,000 pmhos/cm
Initjal�o /
!!!! UU
/00o ):
Q v
Tim0-7� 2
26H645
11/4/22
8/23
% Recove =
QC** Spec. Cond.
1,000 mhos/cm
Time:
" o
Result(pmhos/cm):
t(
-L 80 3
Time: {(�
/ •� I
Resultt((�pmmhoos/cm):
{ 0o
Time:
Result (pmhos/cm):
Z . Z
ZGD�OrI
�ifQ%M
`��23
% Recovery=
ORP zoo my®y:
ial:
72-5
Cal:
d0, (�
Temperature (°C):
�,
Time:
Q 4O ~2
1GFN/o
1
$/3p�z2
3�23
Analyst Signature:
Analyst Name: C,4r,Sf kl j Pa i��
Date: I 5' 2QZZ
Notes:
Revision 8, 1/11/22, CAP
1. Instruments shall be calibrated in accordance with the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows: Specific Conductivity, PH 7, PH 4, pH 10, DO, ORP, QC checks.
4. *When performing DO analyses at multiple sample sites (i.e. project/facility, locations), the DO probe must be calibrated at
each sample site prior to analysis.
5. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be recalibrated.
6. ** QC check must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with calibration standard from a separate lot # as the initial QC.
7. % Recovery = (Value Obtained, pmhos/cm a True Value, pmhos/cm) x 100
8. NC Field Laboratory Certificate Number 5445
9. 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
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppt Salinity.
11. 1 pmho/cm =_1 pS/cm
Abbreviations:
Method Reference:
pmhos/cm: micromhos per centimeter NTU: nephelometric turbidity units
Temperature: SM 2550 B-2010
'C: degrees Celsius ORP: oxidation reduction potential
Specific conductivity: EPA Method 120.1, Rev. 1982
DO: dissolved oxygen s/n: serial number
DO: SM 4500 0 G-2011
mg/L: milligrams per liter S.U.: standard units
PH: SM 4500-H' B-2011
mV: millivolt Spec. Cond.: Specific Conductivity
Turbidity: SM 2130 B-2011
Page 1 of 1

Daily Safety Briefing Form
Date:
Project No:
Project Name: t_A S C�) O V �&jQ V n n l[!n
ANCHOR
.�► QEA
Person Conducting Health & Safety Project
Meeting: V , V� Officer: '� j S111i j �� Manager: v Q d
TOPICS COVERED: Highlighted topics ore required
Emergency Procedures and
Cl_�ines of Authority
'vacuation Route
/
❑J
L'J Directions to Hospital
Review and Location
/iCommunication
Ste Security
�ASP
Q SSafety Equipment Location
D Vessel Safety Protocols
Safety Equipment Use
Work Zones.
VPoper
mployee Right -to -Know/
Vehicle Safety and Driving/
,,iDS Location
Conditions
LT Fire Extinguisher Location
_,Road
1:1 EE uipment Safety and Operation
C�7'�E e Wash Station Location
f�J� Byddy System
LT�Proper Use of PPE
Procedures
I�J' S�f and Coworker Monitoring
�—d/decontamination
L� Near Miss Reporting Procedures
L Field Team Medical Conditions for Emergency Purposes (Confidential):
❑ Other:
Weather Conditions: �;� I n t,/
Daily Work Scope: �I i�c
Site -specific Hazards:
Safety Comments:
1 of 1
1.7 Lifting Techniques
0-"Slips, Trips, and Falls
C7�Hazard Exposure Routes
?eat and Cold Stress
�verhead and Underfoot Hazards
LJ Chemical Hazards
ammable Hazards
��B
iological Hazards
Eating/Drinking/Smoking
❑ Reviewed Prior Lessons Learned
Attendees
0 O
PLAYING IT SAFE

ANCHOR
..., QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
ir-Flow Sampling Log
Pell ip-
t , ! f �1 1 t'
Project Name: t �SQ YW(/t' a 13 U LkJQ
Project Number: -4 2 — 0.01
Project Location: k L( —tic
Sample Collector(s):'T04 I V= a
Well Diameter:
Screen Interval:
Well Depth (as constructed):
Depth to Water: 7 %
Measuring Point:
Depth of Pump Intake: 13,
Pump Used (circle): aPeristalt' Bladder
Comments:
}
lnAffintty n`VA0x Date:
Weather: ►ins,
Facility ID or Permit # (if applicable): �/\% y� O
Sample ID (on COC): uJ ' _2 U7Z
in Arrive at Well:
ft bgs Start Time: '. 0
ft bgs Sample Time: 140
ft Leave Well:
Well Type: dStick Up ❑flush Mount
ft Tagged Bottom: r ' ft at (time):
Other (describe): Purge Rate:
� \3 Total Volume Purged:
Pump Speed:
o
Time
DTW (feet)
Temperature (°C)
Dissolved Oxygen
(mg/L)
Specific
Conductivity
(Nmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
LA
mused
i�.2
2.
Z(�2.
S. g
_S
• ��
r3aSi
>sv
ri -
202.5
4Z.1.L4
1•il
3 : S'T
205-I
S. A1.
I�Sy
`
a 5
.. 912
6
C«
'ZG
Uf
L�ycc
V.
[�
ZC -1
[c7 e
2-q
. Q 1
3
La IS
G
2112,S
S.
2_1 I , S
1.11
v
L"A-
2-0-
Z (� (D - y
O -
Sample Analyst Signature:
Sample Analyst _ ^/
Name: _ 1: i 1
Date: 11 �g f7�Z
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity, +/- 3% Conductivity, +/- 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/cm
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
NTU: 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

ANCHOR
+.�► QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
14low.Sampling Log
Well ID:
1
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:
Q / Date: �4 � a�
C 2 , (, Weather: t
0h � I Facility ID or Permit # (if applicable): Vr
Sample ID (on COC): MW - gi-c?©aD ( 1D
in Arrive at Well:
ft bgs Start Time:
# iq ft bgs Sample Time:
( r �' ft Leave Well:
Well Type: Stick Up ❑Flush Mount
—� ft Tagged Bottom: , �jvi ft at (time):
PeristaIti Bladder Other (describe): Purge Rate:
(�� �� ��j� Total Volume Purged:
i' t'
Pump Speed:
35
435
L
Time
DTW (feet)
Temperature ('Q
Dissolved Oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
L
a,
a3.
o,
u
LP
+
(
1 `
I
15
3 ,
t7l
S�s
�3a.
3
s ,
��+
Sample Analyst Signature:
Sample Analyst
Name:
n
Date:
©g 2-
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and turbidity,' +/- 3% Conductivity, +/- 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 tent 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/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 TOO top of casing
Turbidity: SM 2130 B-2011
Page 1 of 1

ANCHORQEA
2te ill-0
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
N-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:
S, v (\ d C Q U
C h 1t O
\! 4
� [
C� — I U
0
(0
O C
Peristaltic Bladder
won r Date:
Weather.
Facility ID or Permit * (if applicable):
Sample ID (on COC):
in Arrive at Well:
ft bgs Start Time:
ft bgs Sample Time:
ft Leave Well:
Well Type:
ft Tagged Bottom:
Other (describe):
ix,
f? _
tn�
O V
r D 10 — Z
Z j
Stick Up ❑Flush Mount
It at (time):
Purge Rate:
Total Volume Purged:
Pump Speed:
a "f
\8Nn►
31,
Time
DTW (feet)
Temperature (°C)
Dissolved Oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
-
z
aoGa
�.5
s
t ' 0
-� '�
13q,q
's
15f
!�
1.0
i3 % "
G' (11
d
1-
r
16.
C
Sample Analyst Signatu
Sample Analyst
Name:
biffmajDate:
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity,- +/- 3% Conductivity, +/- 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/cm
Abbreviations:
Method Reference:
'C: 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 B-2011
Page 1 of 1

ANCHOR
.ter QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
v-Flow Sampling Log
Well ID, VNJ (,
aa c�
Project Name: 4�SDl'V In61 6
Project Number:yZ
Project Location: ,I- `j��• �� VI'(, (� ��
Sample Collector(s):j
Well Diameter. f�_
Screen Interval: �y=� S _
Well Depth (as constructed):
Depth to Water: t i,
Measuring Point:
Depth of Pump Intake: r�L
Pump Used (circle): . eristaItic Bladder
Comments: �6T �gti�ii�1
VVI Ole). Date: II
Weather: W, S S lti�)
Facility ID or Permit # (if applicable): _W Q00q 771-0-
Sample ID (on COC): &&vj— 4 20 Z-2 11 D
in Arrive at Well: _ip 4U
ft bgs Start Time: S 3-
ft bgs Sample Time:
ft Leave Well:
Well Type: oStick Up ❑Flush Mount
ft Tagged Bottom: ft at (time):
Other (describe): Purge Rate: -
T� 1()gCl oW Total Volume Purged:
Pump Speed: 3
Time
DTW (feet)
Temperature (°C)
Dissolved Oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
Z
1.
r
S
�-
q, 9
•Z, l
Sample Analyst Signatur��1��1 p666666 e
Sample Analyst
Name:
I"!l/V I
Date: i a
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity,' +/- 3% Conductivity,' +/- 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/cm
Abbreviations:
Method Reference:
'C: 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 B-2011
,:�h ho Ioo- or) im • '
Page 1 of 1

�, ye ANCHOR
QFA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
-Flow Sampling Log
We11ID: '(YMW- 8
Project Name: Lassortcc Pctt?!xu
2o2-2-
Env. GYv\3?voLvtcc Date:
It 10,9/2-2
_
Project Number:
G 21 t{ g 2. ► O 1.
O 1
�
Weather:
5°
Project Location:
t�d2 rSanvs
11•e r N G
Facility ID or Permit # (if applicable):
W 0 (D d)OL41 q"4
Sample Collector(s):
ICg SyY•)
Sample ID (on COC):
of-v - 2 O 11O
Well Diameter:
Z
in
Arrive at Well:
O8 = 30
Screen Interval:
'� - t17�
ft bgs
Start Time:
Well Depth (as constructed):
r17�
ft.bgs
Sample Time:
oct 3
Depth to Water.
► O . t
ft
Leave Well:
Measuring Point:
-I OC
Well Type:
Stick Up
❑Flush Mount
Depth of Pump Intake:
12-
ft
Tagged Bottom:
1 5. 9 (0 ft
at (time):
Pump Used (circle):
Peristaltic
Bladder
Other (describe):
Purge Rate:
O mL 1rvtiv\
Comments:
tit-lytiQ
0S SS
Total Volume Purged:
Pump Speed:
Specific
Oxidation
Dissolved Oxygen
Conductivity
pH (S.U.)
Reduction
Time
DTW (feet)
Temperature VQ
(mg/L)
(pmhos/cm)
report to 0.1 S.U.
Potential (mV)
Turbidity (NTU)
6 :58
to. 4
IS-0
3•'04
4(05.}
42S.�
o•s
�.01
10. 3
15 • S
5-
S
�•
1
O•
lo. 3y
Is-
2- 31
•O
3
4
09:04
ko - Ig
IS •_4
q
505•
4•3..'
2-z
6 . io
10.3y
I
52-9•(P
144
-►3
to.-59
iS• 9
552
32l• (0
2
C9
•O
.w3
5:V R 2.
boo•(0
Z.o3
04 : t
I S
1- L41
5L,09 2
G
2-+. m
1. 2. 5
0a12
10.3
t •o
t•t
:4-
&S -�:-
I .43
Oct, ZS
X0. 34
1k.0
5
(0.(6
2-4 .5
. 05
Oct' Z5
10.'6
I •O
10
5
s-J - n
l•of
61t-31
10. Zq
1(a. 0
n .qr
5'itu
z0+• I
3
o =3
)n';4
Ho-0
•0
5
2vIf- 0
o•';v3
09=
0.3 A
i1o. I
0 •
1q • 3
Sample Analyst
Sample Analyst Signature:
Name: (�
$
Date:
11,1Qt,5 1Z•'L
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity,' +/- 3% Conductivity, +/- 0A 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/cm
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
NTU: 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

ANCHOR
QEA.
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
i-Flow Sampling Log
Well ID: mw-
Project Name: Us6oyxcko Nov W Q YY%n0p"
Date:
,t I o$ M7_
Project Number:
C 21 4 18'2_ - 0 1 . 1
Weather:
t7 S �h
Project Location:
k' to- 1'l C.
Facility ID or Permit # (if applicable):
Q 0 'i
Sample Collector(s):
K�j r �m
Sample ID (on COQ:
w- 0 01-12p2211 O 5
Well Diameter:
2•
in
Arrive at Well:
Screen Interval:
S - 13
ft bgs
StartTime:
I •, c.1--
Well Depth (as constructed):
13
ft.bgs
Sample Time:
17 -.1 O
Depth to Water:
5.90
ft
Leave Well:
Measuring Point:
TDC
Well Type:
wick Up
❑Flush Mount
Depth of Pump Intake:
I Z
ft
Tagged Bottom:
I 's • 0 9 ft
at (time):
11. 3S
Pump Used (circle):
Peristalti Bladder
Other (describe):
Purge Rate:
1 bo A%Q y.,'{
Comments:
Dtx�� ov"
_z
�l : 4 5
Total Volume Purged:
Pump Speed:
Specific
Oxidation
Dissolved Oxygen
Conductivity
pH (S.U.)
Reduction
Time
DTW (feet)
Temperature (°C)
(mg/L)
(Nmhos/cm)
report to 0.1 S.U.
Potential (mW
Turbidity (NTU)
III LA_+
.1 9
tQ•2
'Z.0 S
202.
S. 2
L42.4.5
t2•
1'• 50
.2R
t .3
I.So
2•
S•2.
39
3
2
1$•2
t.`g
1q4.0
5.2
3T+. 8
Co .a�
1 • 5
3
Ltf�•2
2.3(0
15 .9
3�9.9-
S•o
11 - S9
M1
.S9
1'12.
S•3
353•-+
3-3
12;0'3�
18.3
2.12
130.2
S-S
299.2
3•(03
12 :0 S
1 .3
1.25
10 . _+
S•`F
25-4.0
g. to
t :0
3
t
0•8
d2- 13
5.2
240•S
8.35
2: 1
is. 3
0•
tc�o
5.3
2--Y2
2:14
1
b.(03
CVB .4
S.S
2 2 .2
.S4
2 1-4
(0.3
L19.4o
0.(01
r't •
5.3
2.1(0• 0
S. 33
'• 2c�
O.S15
q rg .2
3
211 `4
5• a 1
Sample Analyst Signature:
Sample Analyst
Name:
�• MC+
Date:
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and turbidity,' +/- 3% Conductivity' +/- 0.1 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
S. 1 pmho/cm = 1 pS/cm
Abbreviations:
Method Reference:
'C: 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 B-2011
Page 1 of 1

ANCHOR
.�► Q EA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Surface Water Sampling Log
Location ID: SF ) " 1
Project Name: L.)dh�
e N 0V WO
MOh .
Date: 1
Project Number: �� (l,F
— Q j
Weather: S
Project Location: L�-f`� d_��
.
VNii
acility ID or Permit # (if applicable): �J 21.�
Sample Collector(s):
Sample ID (on COC):
Comments:
Sample Method (circle
Grab
Syringe
Pump
Bailer-Disp. Other:
one):
Specific
Oxidation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
VC)
Oxygen (mg/L)
(pmhos/cm)
report to 0.1 S.U.
Potential (mV)
(NTU)
Comments
tw.$
-4.0
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
2
17DS
250 mL Plastic
L
a -r-e 119
125 mL Plastic
h I G
40 mL Glass
Ty C
I L Glass
Other
Vegetation: u2 mt acCe'S93W t Access: olu drl!4 t beae
Sample Analyst
Sample Analyst Signatur . Name: Y— f> Date: ZZ
Notes:
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:
°C: degrees Celsius
pmhos/cm: micromhos per centimeter
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
S.U.: standard units
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
Turbiditv: SM 2130 B-2011
Page 1 of 1

ANCHOR
QEA` 4—'
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
iurface Water Sampling Log
Location ID:
2
Project Name:
V AWDHU 6 ,
Date:
1 " 22
Project Number:
C Z � -L—b' d !
Weather:
of &vn n
Project Location:
[A V i G Facility ID or Permit # (if applicable):
Sample Collector(s):
Sample ID (on COC):
SWI2
Comments:
Sample Method (circle
Grab
Syringe
Pump
Bailer-Disp.
Other:
one):
Specific
Oxidation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
(°C)
Oxygen (mg/L)
(pmhos/cm)
report to 0.1 S.U.
Potential (mV)
(NTU)
Comments
icon
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
s
Z
250 mL Plastic
125 mL Plastic
2
i
40 mL Glass
1 L Glass
Other
Vegetation: Access:_p()-# [z,�
Sample Analyst �*
Sample Analyst Signature: %/� Name: Date:
Notes:
1. Documentation errors are to be crossed out with a sinale line, so the oriainal text is still legible, 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 1201, 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
A Ask OW +ro Y t C OLVE S` 0U- e
Page 1 of 1

Okz,ANCHOR
QEA`'`.6.'
4r6rV
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:
Lases 1 %Apt
CZl'�Z—"-0/H• d /
%dwl1P/nA114��
P<! k"3V
S _
to p
.r.,-;
FQC
9
Peristaltic
_
�/C
Bladder
djo
Date: S 22
Weather. gzJ 0
Facility ID or Permit # (if applicable):
Sample ID (on COC): _ — d2Z 20
in Arrive at Well: / QQ oo
ft bgs Start Time: /
ft bgs Sample Time: 1 /
ft Leave Well: 125
Well Type: wick Up ❑Flush Mount
ft Tagged Bottom: ft at (time):
Other (describe): Purge Rate:
A/ Total Volume Purged:
Pump Speed:
,4ec In t
QQ '`rL Mil
4 000114L,
3. 2 Ha
Time
DTW (feet)
Temperature CQ
Dissolved oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
5,90
! .3
1, 9
2.
.
313.
3._5-3
0 *t
S. R
✓/.
/ 71.3
Z
05. y-
2.. ✓
S. CY0
10.q
Z.2
5.1
217.
o
2
5.,76
r .
/. 2
/
5•
0.6
/,L
IQ 5
.90
11.
/.2 3
/6 .35.3
z86.
. /a
. q0
I/.q
5.3
2$q;8
LIC
/
.s.Rd
U.1
90.3
5.3
232 if
f. .
✓
5
W- 2
1,011
/5 ,
• 3
�Zll 2
/. #3
S.qa
IL 2
/,
. 1
f. 29
2
4155.0
5.3
235. R
1.
Sample Analyst Signature:
Sample Analyst
Name:
C'h,-, st a,1
pQ i-A Join
Date: 19N40 ZZ
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within ./ 10% DO and turbidity, +/- 3% Conductivity; +/- 0.1 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 member's 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:
'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
NTU: nephelometric turbidity units
TOO top of casing
Method Reference:
Temperature: SM 2550 B-2010
Specific conductivity: EPA Method 120.1, Rev. 1982
DO: SM 4500 O G-2016
PH: SM 4500-H' B-2011
Turbidity: SM 2130 B-2011
Page 1 of 1

CHAIN -OF -CUSTODY / Analytical Request Document
Face, The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
I Submittino a sample via this chain of custodv constitutes acknowledoment and arreotance of the Pace Terms and Conditions found at hfos://info.Dacelabs.com/hubfs/oas-standard-terms.t)df.
tion A Section B Section C
r
uired Client Information: Required Project Information: Invoice Information: Page - 1 Of 1
ipany: ANCHOR QEA OF NC, PLLC eportTo: ChuckYjPpiD_ " i Milf ttention:
ress: 231 Haywood Street opy To: ompany Name:
eville, NC 2BB01
ddress:
[roject
Regui twy Agency
Iil:
urchase Order #: ace Quote:
[ace
ne: [phone] Fax:
roject Name: Lassonde Pappas ace Project Manager: [e-mail],
State LLoclwe t
uested Due Date:
#: Profile #: 8114
NC
Requested
An&
sE-6J1ti6Ct(n'
g
O
COLLECTED
Preservatives
MATRIX CODE
Dtinking Water OW
c
V
O
Water Wi
m
U
D
Waste Water WW
SAMPLE ID Froduat P
SolllSolid - SL
,
a
0
OU
�(A
8t.,
w
L
y
t
Z
}
on oL
.-.
O
V
START
END
F
0
2
a
One Character per box. Wipe WP
Air AR
w
w
¢
a
w
Z
m.
E
m
o
m
O
`o
(A-Z, 0-9 /, -) Other OT
0
a
F
m
a
O
~
S
N
Y
U
{t
Sample Ida must be unique Tissue TS
U
W
Z
N
O
o
O
m
c
Z
a
cc
ii
j
a
a
0
m0
=
m
rn
t
m
L'
m
`o
E
m
O
O
m
v
V
<
¢
DATE
TIME
DATE
TIME
¢
m
0
ac
c
N
=
z
2
U
2
z
m
z
m
O
<L
s
U¢
E
--
'z
F
F
>
It-
D
I
MW-4 Zl `�V
IAd
X
X
X
X
X
X
X
2
MW-5 l Vl�'«Vd�
1j52
X
X
X
X
X
X
X
b1, o$
3
MW-6 - Zo
W
1:11
X
X
X
X
X
X
X
n U o�
4
MW-7R _ 10
W
V
X
X
X
X
X
X
X
5
MW-8 - 70V 11V6
VVI
Oq.M
X
X
Ix
X
X
X
X
®46,
ttlgl2
6
MW-9 — µZ t
Vill
Z
X
X
X
X
X
IX
X
11
T
Sw-12U105
WT
ISI
x.
x
x
x
x
x
G
ti�22� 1 1 bib
1
a
SW-2
W
i�
X
X
X
X
X
X
�V
a
Trip Blank 1 . (.v2mZ VWT
bDM
X
Zt/
0
Trip Blank 2 v�'
X
7
2
ADDITIONS{. C*M&WWS fiELINQUISHED BY I AFRUATION i
wx
TIME
ACCEPTS BY AFFILIA'nON
DATE
TINE
SAMPLE CONDtTiONS
SAMPLEIR NA4E AND 91GNATURE
U
N
U
o
a
c
,
m
PRINT Name of SAMPLER:
a
i
'
z
w}
o 6.-.
H o z
E z
N}
SIGNATURE of SAMPLER:
DATE Signed: ` \^
Fw
UVY

Chi CHAIN -OF -CUSTODY Analytical Request, DOCument
PaceAnalytical
Chain -of -Custody is a LEGAL DOCUMENT - Complete all relevent fields
LAB USE ONLY- Affix Workorder/Login Label Here or List Pace Workorder Number or
MTJL Log -in Number Here
ALL SHADED AREAS are for LAB USE ONLY
Company:
Anc{I r !.: PLICr�E
Billing Information:
Address:.,,._
.".ail i1C 2i;0
Container Preservative Type ** Lab Project Manager:
Report To: i
. f 7 L/_aUl1 '' )all orfq , {^4
EmailTo:
//4..
4..,
** Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric acid, (4) sodium hydroxide, (5) zinc acetate,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, JAI ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other
Copy To: Verde�
Site Collection Info/Address:
Analyses
lab Profile/line:
Customer Project Name/Number:
� 2 ` CJ l . ! fS
State, County/City: Time Zone Collected:. ,
/gie � �lc�l .;:an [ ] PT [ ]. MT [ ] CT [VIET
Lab Sample Receipt Checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present Y N NA
Collector Signature Present Y N NA
Bottles Intact Y N NA
Correct Bottles Y N NA
Phone: yl < `< t H 4{11i't
Email:
Site/Facility ID #:
- - -
Compliance Monitoring?
['vrYes [ ] No
Collected By (print):
Purchase Order #:
DW PWS ID #:
^ I �lr _�.,
T.�^ ],� f ,`t ! L 1
Quote #:
DW Location Code: -
Sufficient Volume Y N NA
Samples Received on Ice Y N NA
VOA - Headspace Acceptable Y N NA
USDA Regulated Soils Y N NA
Samples in Holding Time Y N NA
Residual Chlorine Present Y N NA
Collected By (signature):
Turnaround Date Required:
e ,.J,. r "'
Immediately Packed on Ice:
[ V']_ Yes , [ . ] No
Sample Disposal:
Rush:
Field Filtered (if applicable):
[VI Dispose as appropriate [ ] Return
[ ]Archive:
[ ) Hold:
[ ] Same bay [ ] Next Day
( ] 2 Day { }3 Day { ] 4 Day [ J S Day
(Expedite Charges Aply)
p
[ ] Yes [v]'No
Analysis:
Cl Strips:
Sample pH Acceptable Y N NA
pH Strips:
Sulfide Present Y N NA
Lead Acetate Strips: _
*Matrix Codes (Insert in. Matrix box below): Drinking Water'(DW), Ground Water (GW), Wastewater (WW),
Product (P), Soil/Solid (SL), Oil (OL), Wipe (WP), Air (AR), Tissue (TS), Bioassay (B), Vapor (V), Other (OT)
LAB USE ONLY:
Lab Sample # / Comments:
Customer Sample ID
Matrix *
Comp /
Grab
Collected (or
Composite Start)
Composite End
Res
Cl
# of
Ctns
Date
Time
Date
Time
Customer Remarks / Special Conditions / Possible Hazards: Type of Ice Used: Wet ` Blue Dry None SHORT HOLDS PRESENT (<72 hours): Y N N/A
Lab Sample Temperature Info:
Packing Material Used: Lab Tracking #:
'7
Temp Blank Received: Y N NA
Therm ID#:
2
Cooler 1 Temp Upon Receipt: oC
Samples received via
Radchem sample(s) screened (<500 cpm): Y N NA FEDEX UPS Client Courier Pace Courier
Cooler 1 Therm Corr. Factor: oc
Cooler 1 Corrected Temp: oC
Relinquished by/Company: (Signature) Date/Time: Received by/Company: (Signature) Date/Time: MTJL LAB USE ONLY
Comments:
% , J # 2 4 L _ Table M
f /`� // r %1uc., IA1.6 17 Acctnum-
Relinquished by/Company: (Signature) Date/Time: Received by/Company: (Signature) Date/Time: Template.
Trip Blank Received- Y N NA
Prelogin:
HCL McOH TSP Other
Relinquished by/Company: (Signature) Date/Time: Received by/Company: (Signature) Date/Time: PM:
IPB:
Non Conformance(s): Page:
YES / NO of:

Attachment 3
DEQ GW-59A — Compliance Report Form

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 27699-1617
FACILITY INFORMATION
Please Print Clearly or Type
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 NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑■ Spray Field ❑ Remediation:
Contact Person: Blake Kehoe
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:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-4
Date sample collected: 11/8/2022
FIELD ANALYSES:
WAS
Well Depth: 18.22 ft.
Well Diameter: 2
in.
pH 00400: 5.8 units Temp. 000lo: 17.4 °C
DRY at
Depth to Water Level 82546: 9.35 ft. below measuring point Screened Interval: 5
ft. to 15
ft. Spec. Cond. 00094: 212.0 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:
0.97
gallons
Appearance
here:❑
Samples for metals were collected unfiltered: ❑■ YES
❑ NO and field acidified: ❑■ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: 11/9/2022
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NOz) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <1.0
/100mL
Nitrate (1103) as N 00620 0.090
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.050
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 137
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oo68o 3.2
mg/L
Ca - Calcium oo916
mg/L
Chloride 00940 10.3
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑■ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oo6lo <0.10
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Blake Kehoe, Director Engineering
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of Permittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

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 27699-1617
FACILITY INFORMATION
Please Print Clearly or Type
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 NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑■ Spray Field ❑ Remediation:
Contact Person: Blake Kehoe
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:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-5
Date sample collected: 11/8/2022
FIELD ANALYSES:
WAS
Well Depth: 18.59 ft.
Well Diameter: 2
in.
pH 00400: 5.5 units Temp. 000lo: 17.5 °C
DRY at
Depth to Water Level 82546: 10.07 ft. below measuring point Screened Interval: 9
ft. to 19
ft. Spec. Cond. 00094: 221.9 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:
0.83
gallons
Appearance
here:❑
Samples for metals were collected unfiltered: ❑■ YES
❑ NO and field acidified: ❑■ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: 11/9/2022
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NOz) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <1.0
/100mL
Nitrate (1103) as N 00620 <0.040
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.050
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 132
mg/L
Al -Aluminum 01105
mg/L Tetrachloroethene - 152.0 pg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L Trichloroethene - 75.1 pg/L
TOC 00680 2.3
mg/L
Ca - Calcium oo916
mg/L Cis-1,2-dichloroethene - 96.5 pg/L
Chloride 00940 51.4
mg/L
Cd - Cadmium 01027
ug/L Vinyl chloride - 1.1 pg/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L *Note MW-5 is background well so from unknown off -site source
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑■ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oo6lo <0.10
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Blake Kehoe, Director Engineering
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of Permittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

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 27699-1617
FACILITY INFORMATION
Please Print Clearly or Type
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 NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑■ Spray Field ❑ Remediation:
Contact Person: Blake Kehoe
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:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-6
Date sample collected: 11/9/2022
FIELD ANALYSES:
WAS
Well Depth: 11.59 ft.
Well Diameter: 2
in.
pH 00400: 5.4 units Temp. 000lo: 18.0 °C
DRY at
Depth to Water Level 82546: 6.40 ft. below measuring point Screened Interval: 5
ft. to 10
ft. Spec. Cond. 00094: 140.0 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:
0.73
gallons
Appearance
here:❑
Samples for metals were collected unfiltered: ❑■ YES
❑ NO and field acidified: ❑■ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: 11/9/2022
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NOz) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 164.0
/100mL
Nitrate (1103) as N 00620 0.40
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.050
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 85.0
mg/L
Al -Aluminum 01105
mg/L Constituent resampled on 12/5 due to suspected lab error
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680 2.0
mg/L
Ca - Calcium oo916
mg/L
Chloride 00940 9.5
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑■ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oo6lo <0.10
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Blake Kehoe, Director Engineering
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of Permittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

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 27699-1617
FACILITY INFORMATION
Please Print Clearly or Type
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 (Street) NC
28792
CountyHenderson
El Lagoon ❑Remediation: Infiltration Gallery
(City) (State)
(zip)
Spray Field ❑Remediation:
Contact Person: Blake Kehoe
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation Area
No. of wells to be sampled: 6
from Permit
❑ Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-6
Date sample collected: 12/5/2022
FIELD ANALYSES:
WAS
Well Depth: hVa ft.
Well Diameter: 2 in.
pH ooaoo: 5.3 units Temp. 000lo: 11.2 -C
DRY at
Depth to Water Level 82546: 5.78 ft. below measuring point
Screened Interval: 5 ft.
to 10
ft. Spec. Cond. 00094: 155.0 µMhos
time ofsampling,
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:
0.71
gallons
Appearance
here:
Samples for metals were collected unfiltered: A YES ❑
NO and field acidified: R YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed:121612022
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 12.0
/100mL
Nitrate (NO3) as N 00620
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL Phosphorus: Total as P 00665
mg/L
(Nate: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved SOlids:Total 70300
mg/L
Al -Aluminum ollo5
mg/L Note: Resample/reanalysis on 12/5 performed due to previous
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
suspected lab error
TOC 00680
mg/L
Ca - Calcium oo916
mg/L
Chloride 00940
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? M Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia 00610
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
Anthony Aponte, Plant Manager
Permittee (or Authorized Agent) Name and Title - Please print or type Signature of Permittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

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 27699-1617
FACILITY INFORMATION
Please Print Clearly or Type
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 NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑■ Spray Field ❑ Remediation:
Contact Person: Blake Kehoe
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Irrigation AreaO
No. of wells to be sampled:
6
❑ Water Source Heat Pump ❑ Other:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-7R
Date sample collected: 11/8/2022
FIELD ANALYSES:
WAS
Well Depth: 17.44 ft.
Well Diameter: 2
in.
pH 00400: 4.9 units Temp. 000lo: 16.8 °C
DRY at
Depth to Water Level 82546: 11.80 ft. below measuring point Screened Interval: 5
ft. to 15
ft. Spec. Cond. 00094: 365.7 µMhos
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:
0.36
gallons
Appearance
here:❑
Samples for metals were collected unfiltered: ❑■ YES
❑ NO and field acidified: ❑■ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: 11/9/2022
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NOz) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <1.0
/100mL
Nitrate (NO3) as N 00620 24.2
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.050
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 225
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC o0680 1.0
mg/L
Ca - Calcium o0916
mg/L
Chloride 00940 31.4
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑■ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia o0610 <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%
Blake Kehoe, Director Engineering
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of Permittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

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 27699-1617
FACILITY INFORMATION
Please Print Clearly or Type
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 NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑■ Spray Field ❑ Remediation:
Contact Person: Blake Kehoe
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:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-8
Date sample collected: 11/8/2022
FIELD ANALYSES:
WAS
Well Depth: 13.96 ft.
Well Diameter: 2
in.
pH 00400: 6.6 units Temp. 000lo: 16.1 °C
DRY at
Depth to Water Level 82546: 10.31 ft. below measuring point Screened Interval: 3
ft. to 13
ft. Spec. Cond. 00094: 577.7 µMhos
time of
sampling,
Measuring Point is 3.00 ft. above land surface
Relative M.P. Elevation: 2060.80 ft.
Odor 00085: none
check
Volume of water pumped/bailed before sampling:
1.3
gallons
Appearance
here:❑
Samples for metals were collected unfiltered: ❑■ YES
❑ NO and field acidified: ❑■ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: 11/9/2021
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NOz) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <1.0
/100mL
Nitrate (1103) as N 00620 1.4
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.050
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 703oo 328
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC oo68o 6.2
mg/L
Ca - Calcium oo916
mg/L
Chloride 00940 12.2
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑■ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oo6lo <0.10
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: mg/L Effluent Total VOCs: mg/L VOC Removal%
Blake Kehoe, Director Engineering
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of Permittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

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 27699-1617
FACILITY INFORMATION
Please Print Clearly or Type
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 NC
28792 County Henderson
❑ Lagoon ❑ Remediation: Infiltration Gallery
❑■ Spray Field ❑ Remediation:
Contact Person: Blake Kehoe
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:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-9
Date sample collected: 11/8/2022
FIELD ANALYSES:
WAS
Well Depth: 18.09 ft.
Well Diameter: 2
in.
pH 00400: 5.3 units Temp. 000lo: 18.2 °C
DRY at
Depth to Water Level 82546: 5.90 ft. below measuring point Screened Interval: 6
ft. to 16
ft. Spec. Cond. 00094: 98.2 µMhos
time of
sampling,
Measuring Point is 1.44 ft. above land surface
Relative M.P. Elevation: 2060.23 ft.
Odor 00085: none
check
Volume of water pumped/bailed before sampling:
1.4
gallons
Appearance
here:❑
Samples for metals were collected unfiltered: ❑■ YES
❑ NO and field acidified: ❑■ YES
❑ NO
LABORATORY INFORMATION
Date sample analyzed: 11/9/2022
Laboratory Name: Pace Analytical Services
Certification No. 37712
PARAMETERS NOTE: Values should reflect
dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NOz) as N 00615
mg/L Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616 <1.0
/100mL
Nitrate (1103) as N 00620 1.9
mg/L Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665 <0.050
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L Other (Specify Compounds and Concentration Units):
issolved Solids:Total 70300 81.0
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680 2.8
mg/L
Ca - Calcium oo916
mg/L
Chloride 0094o 8.7
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L (Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L Lab Report Attached? ❑■ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L VOC 7873 method #
Total Ammonia oo6lo 0.17
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%
Blake Kehoe, Director Engineering
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of Permittee (or Authorized Agent) (Date)
GW-59 Rev.06-07-2018

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

GW-59A COMPLIANCE REPORT FORM Permit #
(Submit one each monitoring period with GI1'-59 fornis.)
1
Enter date monitoring results were due. ( ) Will this monitoring report (GW-59 and GW-59A)
YES
NO
be submitted after the established due date?
2
Was any required information missing on the GW-59 report forms?
YES
NO
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.)? If the ansiver is " 3 es ", contact the Regional Office for guidance.
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:
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?
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, concentrations) reported, and sample collection date for each occurrence (for the last two years).
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YES
NO
If the answer is "YES", a groundwater quality problem may be occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. If the answer is "NO", monitoring wells may be improperly
located; contact the Regional Office.
7
Is the permittee implementing previously approved actions required by the Division involving this
YES
NO
groundwater quality problem?
If the answer to question 7 is "YES", describe those actions in the space provided below.
If the answer to question 7 is "NO", contact the Regional Office within 90 days; an evaluation may be
required to determine the impact the waste disposal system is having at the review and compliance
boundaries surrounding this facility. Failure to do so may subject the permittee to a Notice of Violation,
fines, and/or penalties.
8
The person completing this portion (GW-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.
I hereby acknowledge that the above information was evaluated and the information submitted in this
report (Compliance Report GW-59A) is true and complete to the best of my knowledge.
Signature of Permittee (or Authorized Agent) Date
GR'-59A 12/8/2003