NC0001970_Groundwater Monitoring_20230628

�i TrR C
2023 First
Semi -Annual
Groundwater
Monitoring Report
Pickles Manufacturing LLC
(Formerly Bay Valley Foods, Formerly Dean Pickle
and Specialty Products)
Brine Yard Area
June 23, 2023
o mot^^^•
r�
Prepared by:
Jim Hurley, MS, El
Project Environmental Engineer I
RECEIVED
JUN � S 2023
NCDEQ/DWR/NPDES
TRC Project No. 528255.0003.0000
Prepared For:
Pickles Manufacturing, LLC
354 North Faison Avenue
Faison, Duplin County, North Carolina
Prepared By:
TRC Companies LLC
114 Edinburgh South Drive, Suite 200
Cary, NC 27511
Reviewed by:
Andrew Rodak, P.E.
Senior Project Manager

�i TrRC
2.0 Groundwater Monitoring
2.1 Groundwater Elevations
In March 2023, prior to collecting groundwater samples, PM personnel measured depth -to -
groundwater in six monitoring wells (MW-1, MW-2, MW-3A, MW-4A, MW-5, and MW-8). The
monitoring wells are located upgradient of, downgradient of, or cross -gradient to the lagoons.
PM personnel measured depth -to -groundwater from an established measuring point on the
polyvinyl chloride well casing using an electronic water level indicator (Table 1). The depth -to -
groundwater measurements were used to calculate the groundwater elevation in feet above
mean sea level (ft-amsl). TRC used the groundwater elevations to prepare potentiometric
surface maps (Figure 3). Based upon the groundwater elevations, groundwater at the site likely
flows to the west toward Panther Branch, which is consistent with previous reports.
2.2 Groundwater Sampling
On March 27, 2023 Bay Valley personnel reportedly collected groundwater samples using new,
disposable, "sink -fast' bailers and nylon twine. Each well was purged by removing
approximately five gallons of water, or until dry. Once dry, wells were allowed to recharge prior
to sampling. Samples were collected directly into laboratory -supplied containers, placed in a
cooler on ice, and shipped under standard chain -of -custody protocol to Environmental Chemists
of Wilmington, North Carolina, a North Carolina certified laboratory, for analysis. The current
and historical laboratory analytical results for chloride and TDS are summarized in Tables 2 and
3, respectively. Copies of the laboratory analytical reports and chain -of -custody records are
provided in Appendix A.
2.3 Groundwater Analytical Results
TRC compared the laboratory analytical results for chloride and total dissolved solids (TDS) to
the 15A NCAC 2L Groundwater Quality Standards (NC 2L Standards), which are the regulatory
clean-up levels under the DWR program.
The analytical laboratory reported chloride concentrations above the MDL but below the NC 2L
Standard of 250 mg/L in groundwater samples collected from MW-1, MW-3A, MW-5 and MW-8
during the March sampling event, consistent with historical trends. The sample from monitoring
well MW-4A exceeded the Standard, as it has in every historic sampling event except March
2021. Monitoring well MW-2 was dry in March. The laboratory analytical results are summarized
in Table 2.
The analytical laboratory reported TDS concentrations above the MDL but below the NC 2L
Standard of 500 mg/L in groundwater samples collected from MW-1, MW-3A, MW-5 and MW-8
during the March sampling event, consistent with historical trends. Monitoring well MW-2 was
dry in March 2023. The sample from monitoring well MW-4A exceeded the Standard in March,
as it has in every historic sampling event except March 2021. The laboratory analytical results
are summarized in Table 3.
Chloride and TDS concentrations for the March 2023 groundwater sampling event are shown on
Figure 4. Charts of historical concentrations of chloride and TDS are presented in Appendix B.
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000 2

TIRC
3.0 Statistical Evaluation of Concentration Trends
Historical data indicate decreasing concentration trends in TDS and chloride between 1995 and
2019. However, trends for more recent years are less discernable. Using the Mann -Kendall
statistical method, TRC evaluated the concentration trends for chloride and TDS in groundwater
samples collected from the monitoring wells for the past 40 sampling events. Chloride and TDS
concentrations from March 2010 through March 2023 were entered into the Mann -Kendall
Toolkit developed by GSI Environmental, Inc. (Conner et al, 2014).
The results indicate that chloride concentrations show no trend in MW-1 at 76.4% confidence,
are increasing in monitoring well MW-2 at 97.8% confidence, are stable in MW-3A at 78.1%
confidence, are decreasing in MW-4A at 98.7% confidence, show no trend in MW-5 at 82.3%
confidence, and are decreasing in MW-8 at 99.3% confidence.
The results of the Mann -Kendall analysis indicate that TDS is increasing in monitoring wells
MW-1, MW-2 and MW-5 at 99.9% confidence (although MW-1 and MW-5 concentrations remain
well below regulatory limits), while TDS is stable in MW-3A at 81.1 % confidence, is decreasing
in MW-4A at 99.6% confidence, and is decreasing in monitoring well MW-8 at 97.2%
confidence. The Mann -Kendall statistics worksheets for chloride and TDS are provided in
Appendix C.
4.0 Conclusions and Recommendation
The data suggest concentrations of chloride and TDS in groundwater have generally declined
since the lining of the treatment lagoons and drying beds in 2000. The lining was installed to
minimize the vertical migration and leaching of COCs from the source into groundwater. As
shown in the chloride and TDS concentration charts (Appendix B), the long-term concentration
trends are generally decreasing; however, chloride and TDS concentrations in groundwater
samples collected from monitoring wells MW-2, MW-3A and MW-4A have been reported above
their respective NC 2L Standards one or more times in recent sampling events. The laboratory
analytical results for samples collected from MW-2 indicate that TDS concentrations were above
the NC 2L Standard in eleven of the last 15 samples collected, and chloride concentrations
were above the NC 2L Standard in eight of the last 15 samples collected. As discussed in
Section 3.0, TRC calculated Mann -Kendall statistics for chloride and TDS concentration trends.
The data suggest generally stable to declining trends in COCs in wells downgradient from the
treatment lagoons and drying beds, while TDS and chlorine concentrations are increasing at
MW-2, as illustrated by the Mann -Kendall statistical analysis shown in Appendix C.
Chloride and TDS at the site have historically been reported at concentrations above the NC 2L
Standard. The highest concentrations of chloride and TDS have been measured in
groundwater samples collected from monitoring well MW-4A, which is located immediately
downgradient of the lagoons and drying beds. March 2021 marks the only historic event in
which chloride and TDS concentrations were below the NC 2L Standard in samples collected
from MW-4A. Based upon the recent NC 2L Standard exceedances, TRC will continue to
evaluate trends in MW-2, MW-3A and MW-4A.
Based on current and historical site data, TRC recommends continuing tri-annual sampling and
semi-annual reporting to evaluate chloride and TDS concentrations in the brine yard area
groundwater monitoring wells.
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000 3

TrRC
5.0 References
Connor, J. A., S.K. Farhat, and M. Vanderford, 2014. GSl Mann -Kendall Toolkit for Quantitative
Analysis of Plume Concentration Trends. Groundwater. doi: 10.1111/gwat.12277.
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000 4

�i TIRC
Tables
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000

Table 1
Depth to Groundwater Measurements and Groundwater Elevations
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Well ID
Total Depth
t
(ft bgs)
Top of Casing
Elevation
(ft NAVD882)
March 27, 2023
De
Depth to
P
Water
(ft btoc3)
Groundwater
Elevation
(ft NAVD88)
MW-1
25.0
163.2
16.8
146.4
MW-2
15.5
160.9
11.1
149.8
MW-3A
24.0
143.1
17.2
125.9
MW-4A
19.5
139.1
14.5
124.6
MW-5
14.0
155.4
14.5
140.9
MW-8
10.0
134.7
9.2
125.5
Notes:
1) ft bgs - feet below ground surface
2) ft NAVD88 - feet above the North American Vertical Datum 1988
3) ft btoc - feet below top of casing

Table 2
Historical Chloride Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results
(mg/L)
WellI.D.
Mar-95
Jul-95 Sep-95 Nov-95
Mar-96
Jul-96
Oct-96
Nov-96
Mar-97
Jul-97
Sep-97
Nov-97
Feb-98
Mar-98
MW-1
9
10 7 8
14
7
10
8
9
17
5
6
1,450
7
MW-2
918
1,420 2,550 1,100
1,080
1,790
720
1,130
1,080
1,720
926
1,270
330
758
MW-3A
38
22 52 100
57
158
55
26
64
122
205
228
3,330
34
MW-4A
NA
NA NA NA
NA
NA
3,449
2,740
NA
NA
3,505
NA
NA
NA
MW-5
16
10 20 7
16
7
9
8
9
9
25
8
NA
12
MW-8
NAV
NAV NAV NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NC 2L Standard = 250 mg/L
NAV - Not
available
Bold values indicate concentrations
above the NC 2L Standard
Table 2
Page 1 of 7

Table 2
Historical Chloride Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results (mg/L)
WellI.D. Jul-98 Nov-98 Mar-99 Jul-99 Mar-00 Jul-00 Nov-00 Feb-01 Mar-01 Jul-01 Nov-01 Mar-02 Jul-02 Nov-02
MW-1
6
9
8
5
7
5
7
6.1
6
5
8
13
6
5
MW-2
993
1,950
1,060
990
252
213
156
130
145
133
143
177
156
146
MW-3A
74
262
71
317
51
379
376
160
121
330
447
51
474
410
MW-4A
2,490
2,800
2,590
2,730
1,890
1,840
2,130
2,200
2,060
1,700
1,620
1,630
1,150
1,140
MW-5
6
17
17
8
41
8
11
8.8
12
13
9
60
15
17
MW-8
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
Notes:
All units in milligrams per liter (mg/L) NA - Not Analyzed
NC 2L Standard = 250 mg/L NAV - Not available
Bold values indicate concentrations above the NC 2L Standard
Table 2
Page 2 of 7

Table 2
Historical Chloride Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results
(mg/L)
Well I.D.
Mar-03
Jul-03 Nov-03 Mar-04
Jul-04
Nov-04
Apr-05
Jul-05
Nov-05
Mar-06
Jul-06
Nov-06
Mar-07
May-07
MW-1
6
8 5 6
10
9
6
6
5
7
4
5
8
NA
MW-2
106
98 164 141
187
194
159
152
165
163
167
149
76
620
MW-3A
28
19 259 101
624
674
246
727
639
322
52
489
473
461
MW-4A
1,230
937 1,090 882
869
833
781
839
758
727
646
620
650
NA
MW-5
28
13 8 8.0
8
NR
8
9
10
7
11
7
7
NA
MW-8
NAV
NAV NAV NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NC 2L Standard = 250 mg/L
NAV - Not
available
Bold values indicate concentrations
above the
NC 2L Standard
Table 2
Page 3 of 7

Table 2
Historical Chloride Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results
(mg/L)
WellI.D.
Jul-07
Nov-07 Mar-08 Jul-08
Nov-08
Mar-09
Jul-09
Nov-09
Mar-10
Jul-10
Nov-10
Mar -II
Jul-11
Nov-11
MW-1
8.73
6 8 7
5.56
11.5
389
4.46
7.8
4.6
5.0
7.9
7.2
6.0
MW-2
709
NA 202 400
380
160
416
175
95.9
349
274
302
NA
NA
MW-3A
475
479 19 208
37.5
63.2
500
68.6
26.5
338
148
195
340
764
MW-4A
716
780 632 1,040
848
9.34
995
802
707
740
787
821
998
350
MW-5
13.9
10 7 11
21.7
626
23.0
9.34
7.1
9.5
8.4
11.5
12.1
12.7
MW-8
NAV
NAV NAV NAV
NAV
NAV
NAV
NAV
8.0
NA
NA
9.3
NA
144
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NC 2L Standard = 250 mg/L
NAV - Not
available
Bold values indicate concentrations above the NC 2L Standard
Table 2
Page 4 of 7

Table 2
Historical Chloride Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results
(mg/L)
WellI.D.
Mar-12
Jul-12
Nov-12
Mar-13
Jul-13
Nov-13
Mar-14
Jul-14
Nov-14
Mar-15
Jul-15
Nov-15
Mar-16
Jul-16
MW-1
5.7
< 1
6.7
5.5
7.1
7.2
7.8
5.7
7.1
<5
5
6
5
<5
MW-2
NA
NA
NA
39.7
NA
87.4
18.1
41.7
99.3
33
81
26
103
64
MW-3A
180
119
301
185
20.8
306
58.4
71.2
240
81
230
16
145
252
MW-4A
527
724
693
381
427
788
464
625
650
433
721
415
433
389
MW-5
12.3
9.6
11.9
13.0
5.7
135
8.7
17.6
18.7
<5
11
6
<5
5
MW-8
36.9
NA
NA
87.7
NA
15.3
13.2
13.9
11.0
<5
8
7
5
5
Notes:
All units in milligrams per liter (mg/L) NA - Not Analyzed
NC 2L Standard = 250 mg/L NAV - Not available
Bold values indicate concentrations above the NC 2L Standard
Table 2
Page 5 of 7

Table 2
Historical Chloride Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results
(mg/L)
WellI.D.
Nov-16
Mar-17 Jul-17 Nov-17
Mar-18
Jul-18
Nov-18
Mar-19
Jul-19
Nov-19
Mar-20
Jul-20
Nov-20
Mar-21
MW-1
<5
8 <5 <5
8
<5
6
5
<5
12
6
10
6
8
MW-2
257
349 238 751
507
435
42
241
683
702
240
318
DRY
14
MW-3A
57
322 265 293
202
202
180
87
177
273
41
123
13
25
MW-4A
322
554 420 617
335
1260
601
457
1500
1080
485
415
284
209
MW-5
9
16 10 12
7
12
8
10
16
13
12
12
11
10
MW-8
6
7 6 11
17
36
8
5
DRY
DRY
7
6
33
5
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NC 2L Standard = 250 mg/L
NAV - Not available
Bold values indicate concentrations
above the
NC 2L Standard
Table 2
Page 6 of 7

Table 2
Historical Chloride Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results (mg/L)
WellI.D. Jul-21 Nov-21 Mar-22 Jul-22 Nov-22 Mar-23
MW-1
6
7
9
6
<5
12
MW-2
64
689
242
836
DRY
DRY
MW-3A
243
281
232
271
106
121
MW-4A
427
613
549
521
429
367
MW-5
5
13
14
<5
17
17
MW-8
5
DRY
<5
DRY
DRY
8
Notes:
All units in milligrams per liter (mg/L)
NC 2L Standard = 250 mg/L
Bold values indicate concentrations above the NC 2L Standard
NA - Not Analyzed
NAV - Not available
Table 2
Page 7 of 7

Table 3
Historical and Current Total Dissolved Solids Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results (mg/L)
Well I.D. Jul-95 Sep-95 Nov-95 Jul-96 Oct-96 Nov-96 Mar-97 Jul-97 Sep-97 Nov-97 Mar-98 Jul-98 Nov-98 Mar-99
MW-1
31
28
36
53
17
43
36
42
94
30
63
39
21
40
MW-2
2,420
4,298
1,730
2,940
1,064
1,960
1,870
2,950
2,892
1,970
1,420
1,720
3,440
1,770
MW-3A
6
168
275
414
78
71
119
276
656
408
112
169
535
146
MW-4A
NA
NA
NA
NA
4,769
4,560
NA
NA
5,672
NA
NA
4,050
4,580
3,940
MW-5
16
58
9
59
42
35
32
72
116
38
159
45
55
60
MW-8
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NAV - Not Available
Bold values indicate concentrations above the NC 2L Standard
NC 2L Standard = 500 mg/L
Table 3
Page 1 of 7

Table 3
Historical and Current Total Dissolved Solids Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results (mg/L)
Well I.D. Jul-99 Mar-00 Jul-00 Nov-00 Feb-01 Mar-01 Jul-01 Nov-01 Mar-02 Jul-02 Nov-02 Mar-03 Jul-03 Nov-03
MW-1
36
53
38
44
60
14
58
112
28
54
44
<10
76
<20
MW-2
1,680
515
443
376
320
302
292
333
310
320
290
263
263
420
MW-3A
660
122
792
693
400
240
730
854
64
834
702
130
92
370
MW-4A
5,400
3,200
3,560
3,500
3,300
3,220
2,690
2,730
2,440
2,210
1,960
2,080
1,620
1560
MW-5
53
121
46
69
76
48
70
112
164
60
66
103
130
92
MW-8
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NAV - Not Available
Bold values indicate concentrations above the NC 2L Standard
NC 2L Standard = 500 mg/L
Table 3
Page 2 of 7

Table 3
Historical and Current Total Dissolved Solids Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results (mg/L)
Well I.D.
Mar-04
Jul-04
Nov-04
Apr-05
Jul-05
Nov-05
Mar-06
Jul-06
Nov-06
Mar-07
May-07
Jul-07
Nov-07
Mar-08
MW-1
34
52
30.0
35.0
31.0
13.0
37.0
36.0
16.0
54.0
NA
27.0
27.0
19.0
MW-2
228
423
447
370
373
338
312
396
350
175
1,310
1,340
NA
184
MW-3A
172
1,290
1,050
340
1,422
1,074
520
91.0
968
936
878
889
698
42.0
MW-4A
1,500
1,477
1,380
1,450
1,552
1,304
1,340
1,060
1,210
1,310
NA
1,380
1,480
1,180
MW-5
74.0
86.0
35.0
78.0
62.0
36.0
50.0
67.0
58.0
62.0
NA
56.0
54.0
61.0
MW-8
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
NAV
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NAV - Not Available
Bold values indicate concentrations above the NC 2L Standard
NC 2L Standard = 500 mg/L
Table 3
Page 3 of 7

Table 3
Historical and Current Total Dissolved Solids Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled
and Results (mg/L)
Well I.D.
Jul-08
Nov-08
Mar-09
Jul-09
Nov-09
Mar-10
Jul-10
Nov-10
Mar-11
Jul-11
Nov-11
Mar-12
Jul-12
Nov-12
MW-1
34.0
40.0
37.5
36.0
17.0
124
32.5
25.0
40.0
36.0
30.8
37.0
33.3
31.0
MW-2
794
654
311
648
337
292
695
NA
NA
NA
NA
NA
NA
NA
MW-3A
606
86.0
113
512
191
92.0
610
261
212
560
664
288
544
462
MW-4A
2,010
1,312
52.5
1,580
1,410
1,170
1,510
1,320
1,360
1,770
1,410
970
2,080
1,290
MW-5
60.0
91.0
1,080
99.0
56.0
88.0
71.0
55.0
42.0
59.4
75.3
59.3
86.0
65.0
MW-8
NAV
NAV
NAV
NAV
NAV
78.0
NA
66.0
45.0
NA
NA
101
NA
620
Notes:
All units in milligrams per liter (mg/L) Mar-uy - Suspected mislabeling of MW-4A and MW-5 samples.
NA - Not Analyzed
NAV - Not Available
Bold values indicate concentrations above the NC 2L Standard
NC 2L Standard = 500 mg/L
Table 3
Page 4 of 7

Table 3
Historical and Current Total Dissolved Solids Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results (mg/L)
Well I.D.
Mar-13
Jul-13
Nov-13
Jul-13
Nov-13
Mar-14
Jul-14
Nov-14
Mar-15
Jul-15
Nov-15
Mar-16
Jul-16
Nov-16
MW-1
<25
49.0
50.0
49.0
50.0
25.0
28.0
<25.0
33
20
34
35
33
37
MW-2
185
380
NA
380
NA
NA
228
237
172
296
172
284
414
655
MW-3A
395
52.0
524
52.0
524
252
334
375
153
470
68
282
477
56
MW-4A
914
932
1,450
932
1,450
935
1,150
880
733
1,160
762
750
939
692
MW-5
55.0
184
313
184
313
96.0
92.0
53.0
85
70
91
80
84
87
MW-8
218
NA
79.0
NA
79.0
57.0
61.2
43.0
42
63
50
42
61
47
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NAV - Not Available
Bold values indicate concentrations above the NC 2L Standard
NC 2L Standard = 500 mg/L
Table 3
Page 5 of 7

Table 3
Historical and Current Total Dissolved Solids Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled
and Results
(mg/L)
WellI.D.
Mar-17
Jul-17
Nov-17
Mar-18
Jul-18
Nov-18
Mar-19
Jul-19
Nov-19
Mar-20
Jul-20
Nov-20
Mar-21
Jul-21
MW-1
51
40
40
60
41
35
42
46
30
47
56
37
61
56
MW-2
651
718
1,890
1,120
877
190
513
1,160
1,430
382
982
DRY
536
377
MW-3A
475
471
476
428
430
195
186
409
391
96
258
52
79
508
MW-4A
849
763
1,350
705
1,490
980
651
2,090
2,010
750
861
546
416
612
MW-5
100
92
79
105
108
100
98
99
84
97
100
221
330
134
MW-8
55
46
80
58
240
74
47
DRY
DRY
45
52
33
43
S3
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NAV - Not Available
Bold values indicate concentrations above the NC 2L Standard
NC 2L Standard = 500 mg/L
Table 3
Page 6 of 7

Table 3
Historical and Current Total Dissolved Solids Concentrations in Monitoring Wells
Pickles Manufacturing (formerly Bay Valley Foods), Faison, NC
TRC Project No. 528255.0003.0000
Date Sampled and Results (mg/L)
WellI.D. Nov-21 Mar-22 Jul-22 Nov-22 Mar-23
MW-1
54
67
47
39
72
MW-2
1,370
446
1,480
DRY
DRY
MW-3A
559
396
506
295
178
MW-4A
944
1,000
987
1,000
772
MW-5
119
144
256
108
187
MW-8
DRY
59
DRY
DRY
52
Notes:
All units in milligrams per liter (mg/L)
NA - Not Analyzed
NAV - Not Available
Bold values indicate concentrations above the NC 2L Standard
NC 2L Standard = 500 mg/L
Table 3
Page 7 of 7

10 Ik TIR C
Figures
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000

125
117114;�
01 SITE
�o
CIR
a �
v
n
50 mom_
403
r,,n
Z SOLOMAN ST
v --
o �
1 � I
70
V►
a
0
0
R1 50
E001REFERENCE: USGS C� j ._.. 150
Y
T7 5 MINUTE
TOPOGRAPHIC MAP
s
FAISON, NC 2013
I
� I C
a 0 1000 2000
SCALE IN FEET
i
PROJECT: DRAWN BY: K STARK
PICKLES MANUFACTURING LLC
CHECKED BY: J HURLEY
3N ,`
FAISON, NORTH CAROLINA
APPROVED BY: B YUNCU
Trio
DATE: MAY 2023
w
is 114 Edinburgh South Drive, Suite 200
TITLE:
PROJ.NO.: 528255.0003.0000
I FILE: Pickles Manufacturing LLC.dwg
`z Cary, North Carolina 27511
SITE LOCATION MAP
Phone: [phone]
o www.tresolutions.com
FIGURE 1

CATES & SONS\
DB 985, PG 363
MB 12, PG 75
(38.2 ACRE TRACT) ,
TRIBUTARY OF
PANTHER BRANCH CREEK
CATES & SONS
DB 931, PG 598
(1)
146 11, PG 116
\—Exist. Property Boundary MW-5 �--N F
Fl-409
HEST
D 985, PC 363
BAY VALLEY FOODS, LLC > �� 12, PG 75
DB 616, PG 268 ' UD ,Q (1 ACRE TRACT)
(57.36+\- ACRE TRACT) O —�
t�
V<
MW-1
O
I rb FOURM1m1REET
MW-3A T-
10
125.9
L
ncret
—
`M • wd
D i1g
s�
�
6•s
n o
MW-4
DW-1
M -2
LI'll o
0
149.6
IIII1III' MW-6
Lined Treatment
Lagoons33
I if�I
i I I�7T1
IIIITIT
MW-B
125.5
F�dc
AbnYiM1f,°tlm fuJ�t��
-
r❑
RW-3 a . . 5
MW -,.1, 6 Pm,�
f
Process erflow Pond
(Pu to WWTP)
_
e
RW-1
0 'dam
RW-2
MW-13
N/F MW-41
MW-17
MW-12
N/F FAISON
FAISON DO 1154 - 132
I(j1
OB 1116,
ie it. rc ne
PC r �lV•I/
\
R
AB 11, RC 116 (PoRiION Q� rRACr 7)
or r»Acr a)
14p1114�11
MW-10
MW-14
/ 4
��5br
�Z
III4
NOTES:
1) BASE MAP PROVIDED BY BAY VALLEY; MW AND RW LOCATIONS PROVIDED BY
KC I.
2) MW-8 WAS NOT USED TO CREATE CONTOURS.
N
r
BAY VALLEY FOODS, LLC
OB 922, PG 531
MB 1, PG 16
(19.98+\— ACRE TRACT)
LEGEND
Shallow Monitoring Well
O Recovery Well
® Deep Monitoring Well
m Wastewater Effluent Discharge Point
--144-- Groundwater Contour
(Dashed where inferred)
Inferred Direction of Groundwater
Flow
149.8 Groundwater Elevation (ft amsl)
0 250 500
SCALE IN FEET

CATES & SONS\
DB 985, PG 363
MB 12, PG 75
(J8.2 ACRE TRACT)
CATES & SONS
DB 931, PG 598
(1)
MB 11, PG 116
ws It. PC 116 (POR— a TRACT 2)
— TRACT 2) � I
/ IZ
MW-14 a
w
/ 4n
PROJECT:
�o
m NOTES:
=2
rZ 1) BASE MAP PROVIDED BY BAY VALLEY; MW AND RW LOCATIONS PROVIDED BY
=i T;zC
114 Edinburgh South Drive, Suite 200
Cary, North Carolina 27511
nnE:
rZ KC 1.
Phone: g
3 2) MW-8 WAS NOT USED TO CREATE CONTOURS.
�o
www.tresolution.0864
utions.com
PICKLES MANUFACTURING LLC
FAISON, NORTH CAROLINA
POTENTIOMETRIC SURFACE MAP
MARCH 2O23
r
BAY VALLEY FOODS, LLC
DB 922, PC 531
MB 1, PG 16
(19.98+\- ACRE TRACT)
LEGEND
Shallow Monitoring Well
O Recovery Well
® Deep Monitoring Well
m Wastewater Effluent Discharge Point
—144— Groundwater Contour
(Dashed where inferred)
Inferred Direction of Groundwater
Flow
fas.s Groundwater Elevation (ft annsl)
0 250 500
SCALE IN FEET
DRAWN BY:
K STARK
CHECKED BY:
J HURLEY
APPROVED BY:
B YUNCU
DATE:
MAY 2023
PROJ. NO.:
528255.0003.0000
FILE:
Pickles Manufacturing LLC.dwg
FIGURE 3
nion: 2017-10.21

CATES & SONS\ MW-1
DB 985, PG 363 Exist. Property Boundary
MB 12, PG 75 MW-5 NSF
(38.2 ACRE TRACT) BEST
DB 985, PC 363
BAY VALLEY FOODS, LLC AIR 12, PG 75
DB 616, PC 268 (104 ACRE TRACT)
(5ZJ6+\— ACRE TRACT)
\ II
O
FOURTH STREET
TRIBUTARY OF
PANTHER BRANCH CREEK MW-3A
Concrete
Drying Bed
A�
MW-4A — a:%k' I
Qi
�y
MW-4 �/ — — — — ❑ .
DW-1 tl o MW-2L[T � o
^^ MW-6 i
Lined Treatment ��$$j}f�$jj
Lagoons
BAY VALLEY FOODS, LLC
31
CATES & SONS DB 922, PG MB 1, PC 16
DB 931, PC 598 I (19.98+\— ACRE TRACT)
(1) MW—B
MB 11, PG 116
AbnFMfrvfbr � i
C, I
RW-3 • MW-15 I MW 1„6
I �P
O 61 P-16 b
Process erflow Pond
o (Pu to WWTP)
a
o •
MW-9,,.°
RW-1 RW-2 °
U MW-13
MW-11 MW-17
D
Mw-12 NIF
NiF FALSON LEGEND
11,
FAISON oB rPc I"MB 1, PG 116
� aB 1116, fG )10
me „. 11 T 2) $ Shallow Monitoring Well
— OF iR,IC� 2) I /
/ / O Recovery Well
MW-10 ® Deep Monitoring Well
U
MW-14 �
0 250 500
/ 4a
SCALE IN FEET
am PROJECT: DRAWN BY: K STARK
PICKLES MANUFACTURING LLC CHECKED BY: J HURLEY
FAISON, NORTH CAROLINA APPROVED BY: B YUNCU
o DATE: MAY 2023
TRC
114 Edinburgh South Drive, Suite
NOTE: 200 TITLE: PROJ.NO.: 528255.0003.0000
Z BASE MAP PROVIDED BY BAY VALLEY; MW AND RW LOCATIONS Cary, North Carolina 251 SITE LAYOUT FILE: Pickles Manufacturing LLC.dwg
3 PROVIDED BY KCI. Phone: g .0864
www.tresolutionlulions.com FIGURE 2
�o
vxm M1�-1(lJ1

CATES & SONS\
DB 985. PG 363
MB 1$ PG 75
(38.1 ACRE TRACT)
MW-1
Exist. Property Boundary MW 5 [1
71 BES(72)
T
(187) DB 9B5, PG 363
BAY VALLEY FOODS, LLC NB 12, PG 75
DB 616, PG 266 (104 ACRE TRACT)
(57.36+\— ACRE TRACT) b
TRIBUTARY OF
PANTHER BRANCH CREEK MW-3A
[1211�
(178)
Concrete
Dr*9 Bed
[3671
(772)
MW-4A iM
MW-4 O
CATES & SONS
\
E DB 931, PG 598
3 C1�
MW-1
0
NB 11, PG 116
1$1
0
(52)
I
rn
I�
3�
�m
w NOTES:
�z 1) BASE MAP PROVIDED BY BAY VALLEY; MW AND RW LOCATIONS PROVIDED
gZ BY KCI.
2) ALL CONCENTRATIONS IN MILLIGRAMS PER LITER (mg/L).
=o
Lined Trsatmen
Lagoons
FOURTH STREET
MW-6
88 88 88 tits 66 66 ills W 0
RW-3 • MW-15 MW-16
�^� �•p n F'�' FMMy - E�wt rAw
a
Process erflow Pond"
(Pu to W)NTP)
RW-1 0
RW-2
MW-13
NIF MW-11 MW-17;," D
MW-12 N�P �FAISON
FAISON oa r1ao. Pc I52
06 n1e. Pc rm -
4B 11, PC 116
W It. PC 116 (PORTIONor
T)
- RUCT ) I
I/ g1O
MW-14 �
s� MW-10 —.
/ / 1 F_
PROJECT:
<) TRC
114 Edinburgh South Drive, Suite 200
Cary, North Carolina 27511
Phone:[phone]
www.tresolutions.com
r
PICKLES MANUFACTURING LLC
FAISON, NORTH CAROLINA
TIRE:
CHLORIDE AND TDS CONCENTRATIONS
MARCH 2O23
BAY VALLEY FOODS, LLC
OB 922, PG 531
MB 1, PG 16
(19.98+\— ACRE 7RIC7)
LEGEND
- Shallow Monitoring Well
Recovery Well
® Deep Monitoring Well
1 Chloride Concentration (mg/L)
(167) TDS Concentration (mg/L)
0 250 500
SCALE IN FEET
DRAWN BY:
K STARK
CHECKED BY:
J HURLEY
APPROVED BY:
B YUNCU
DATE:
MAY 2023
PROD. NO.:
528255.0003.0000
FILE:
Pickles Manufacturing LLC.dwg
FIGURE 4

10i TIR C
RECEIVED
JUN 2 8 2023
NCDEQ/DWR/NPDES
Appendix A
Groundwater Quality Compliance Forms (GW-59), Laboratory
Analytical Report and Chain -of -Custody Records
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000

Perrnit.Name (if Qlarent):
FaC111ty AddCft":
Well' Depft in, It well Ofametm
Sorpened Interval; to 2'Y 'It. -,.Check OAOO Wtuer
DegttytomAler Level: ft-belo - w rRQj34Vdng point, ____ - - 11 Efffuenl
Measuring PoInt,(MO.) is:, 1;;.Oovo land surface. :8O(a%O:NtP.,E1e,�at1on
Gations.ot water pumped/6ailed$' aamp I ting:
Q_W Datesampjq oqjjecte&
Fiaidan"is,, pH-­f _-!Spedfic,C!onduclanc* uMhos
Temp,- °C-cKlor
PASAMEURZ'(Samp lea for meta ls,wero coflected un
M911
Grease ,amdOils.
M9A
Mg/l
Stiitate -777
SPO'elf i�,Cbf 1dTata—h pe
Total Ammqria_
mgll
TKNLr_Oq N
Nittale (KC3) as N Ac>
MLVitrite.9A
mgA
Phosphorus- Total .as: P
mgA
OrthpiphoophAte.
M9A
Ai - Nom,hulm
mgA
-Ba -,Rarlr
mg/1
Cd - CadM jum
MGA
ChroMhm: Total
mg/1
Cu - .Qapper
MgA,
Fe -IMn
m
Hq - Keywry
mqA
K - PoMssf
Mg Map, Oslum
MAI
M9A,
of MgA
M9A
MgA
A Nitrogen
DrRGA'N1GS;,(ac.,q,c ftw.i_q HP
LC)
QcJ1tY,,tv0,'artd,mefhod At. Attach 1i
ReportAttach(id? Yes.. __:M
VOO mot4od N
MethAd,

K%::
Ni- LN,
Ni - Nicked
Zk MqA
Pb -Leah
Z , ZI
2n.-,Z[r(a
A ion*
MMOrdaNdrogen
0160r� .
0 t . " * - . .1 r.(k
—ftooylc6ff �'ar".0000N0*1. RX);-
-bR-PLO)
No 7 "IfiN
VOC
Raw A
-41ROT Ow
Z 0' BLIANCERERGE
' ' -
facli
ftruiltNamAiUdiffe nt):—
..hr.Add r
nt
W'oil
Oil Loc?&t qFolteoame,
quammmwou
A.
VA1046, pmry
W T.ION. AT.!z ze
PiRWT# -A*(r,CtXx .1920 .-ERRIEW j5 E
INO(k 11c"
NPD
0.14 ff.0'
:! 3Y Lagoon ROM" OmIrditralw, 'Ga"ry
--spray'Reld _p*RqdjaoW.
A . — ! Dist fiWor —Land -Appk-atlpn of-SWOW
5ciVvwI;L'rIuuInwt%
ID
0
13 EfOu"t .(99' 4mtvO.and
I. shoqld patloo
ept4.jo atqrLa"t kbNowmeaslIft point
t .polloldal comi0ratlo(ks,
4" Poin, (M.P.) is: a .-;k�Iatfw-I!AP..EW.adonjn'ft'
10 . 11$`q . fWate . e purnped li�z 3-CR7-03
We �C)ate.samo(ec-oUded:.'*J--?--?--.AJ Date toampfe,anaiyAed,
walyarx. PH LabLoratory Name:
Tern,
P - Appopmoce
ir
FA
- 4;1,7 /
BAFfAME-TIM!!�:(Sampies'.f6r.-motitloiwqro,CdIIAC.tOd unfl . fte-m-d YE.S —N
'COO
41.11401daddifli
COlif,OrM',,:MF- Fecal
Collforro.�VFw
To
—09A
—/100M
.
:Nitrite .(RO2) as: N
N(tratfi ;-(NO3)' --as- K
mgA I
MSA
ftosphbrus:'Total .,as P
bissoly.905pIlds'lotel
ir
Atumide
M . ga'.
rig.
�meyA
Oa
gA,
�dm
-d.7,C _(pml
M
MeRICI.
'A 'M9A
A
G . re Me% WINS mgA
'C I i I
, Ned
bio'O um, Ned
0.
94
iph �r
0 WA
er
Fe.-Jron.
M
..H' Mercury
MOA
m�qA
TdijAi-On'Doiala
TKWIAA�
rum W
A
4jmllu�ljj - piuv";L
including Wf, p.

-su My
T UG
�; G.T�ei U., ATER-OU Y..,lwdm zoi r
E.ap - AA -190 EP.6" INL
WE &R,' FET70'
p 'Ptin P'1Qrvfiriy-..Ar type
fad
mumi; /VC 3ZEirl V.?O ).kTLQV
FadIty A7,
Addo":dam{ r
jC­_4A%a-j oxxop"w :- Aeo
cqrtica"Ct Personi. 4Amk!)W Tigo POP 'a
"
wkwl ) MY U-7 ...
WOR LocAt1on/0t9:NQmQ:__b!ZAL
.No: ,01Webs to tie pled
ft- " - 'C - . "W
Infl"nt (91
$C�"nod interva
l:
IL-10
Data sample collected:
H' ZJ4 -SP64111POWuctarice
r- . Appearance umhm
Rig
KAMT=04C-_ IQ C.
W metats Wero'aqljected unff
0l.lform:,MF Fecal, ___/j.00mI
..mgA
1fo .!?
ffn WTdtall
-_�b - -11" ml
ow.- U44 mpotme0w, be:foahty tuAia
D!sw1.v6d$1j'Widk.TTo,ta1
pH_(w�exi. ' ' "
�m. atvze(j).
F.---,RhGqbI- ', '
IS080110, M-17
Totalfinmo�
'T'
NPOE$'_ /srC T
IYPr;"DE'PJEEIMITTEO-,OP.ERATtON;SF-iWMO,NrrbF.t,eo-. -
1�1 ------.LeQoan' . . I - 4�
RemadAWInfiltradom
SpMy-Field ;R_em9dla*.-
Rotary ftdbutoc _",AppWA;1o161',o114SI,4,dp&
Other.
NQM;VAIU
qs shguld.tqWt.;t(issqlv.ed:4nd-,
'Date.ewnplo-analyzedt.
lter.0d__.!L_YES
Nitdte-.'(NOo-as :N
NO :1 -andfield,ecidifled
a 9A
tq
MOA
.6o.sphoruwToial as'.p
MqA
MgA
Al'-Atum1hum-
nW
MgA
.Chr6m1um,.,T_.bta1
Cu.': -'hopper
mgA
!Fe - I
mgA
MgA'
mgA
mg/i
YES NO)
Ni. - Mckol -
MgA
Pb --Le
7-
AMMOMAROpgon—
.Other (S,Nc(fy,Com pmnds,azjdQo"ntMt01D MAW)
Ajor. ljqpL.0
I chi10)
R
V0.0

,"•r� rv'�'.t�'` K`C* :."''�'."�„?`w"y,�...r..«y+:.sw•ear,+°;�..y.+w^�^+t�e.'�;rtp�+e...:e*�s F.�*:?15'.'�" '�':'°'7Gg„'"e7+2c-".
+ir
SUBMIT FORM ON Y11aa,,PAPER ONS-Y°
f7EP.
GROUNOWATER OUAtLiTY MONttTOR1,NG: I
eai PL1ANeERr-PoRT FoRm
RX
t:gctC.:t[~i.i ~ Rrwd°rlo rr
- S�1 �`P,�eass' Pt!»t: C[etrrly.or Type
At
Facility>l<fame VK!tY (S
Permll Name.
Facility Addre
EN'I OF UVIROHMENr & NJtT€ RAUIES0Uf1C k
Ual.mt;t)IVk tori, GROIJND.YIATE;f SOMON
IyN0+27egg-16�;6i „ Phone-(-9t9 7334221
EXPIPAT(ON`DATE:'
Nop-iJ,ischarge i ,ICr
NPDES
,t ,..., 1Vc
3vli J«, l-�✓
i :County,
.oPERAT(ONBEING MOMITOsEb
'Contact':Persan: ^%
-:
Telephone S; n/y1 �i6 - y�%/
.-..... Lagoon
ttertxedi tkon; lrtflltratic�r�Qatlecy
Well LocatiotV.SRe Name:
No, of Well's to be Sampled: 6
Spray F€eId
'Remedlailor..
Well Id ntif"catiori Number (from ftrrnit),
Well Depth"__;r
For,Grouncf rater eaiinen€ISyatamsi
Rotary'DistrWor ____..- Land.Appticallon:o€;Sludge
other.
Screened
CtteekQne:.0, 'mfluent ms
irSterval: �=',It. to ft.
.
Deptl�`,to' Water j evel: ft. t}eiow measuting point.
C1 Eff ltwt (9.9) �
��; Values silouid,Ks[i�ct dissolvod'and .
colloidal concentrations.
Measuring Point (M.P.) is ft. above tapd surface.
Relative M.P. Elevation in ft.,:
�a �
Gallons of Water pumped/.bailectbeiore artmpling:
Data sample collected: 3'-� - 3
Date sample analyzed:
Field analysis: pH. y� 1 ; Speciiic.0onductarico
Temp:._°C,
uMhos;
Laboratory Name:
Odor.`.._.,_.-�.,
Appearance
Certification No.
PAB METERS (Samples. for metaits Wore collarOted unfiltered_.f�'jYES NO
and fleld aaldifie,d
AYES ICU)
COD
�
Coiifolm1V1F Fecal
m �
/100ml
�( .o.
Nitrite ��Q �) as N rrtgll
Nitrate (NQg) as N mg/l
Ni -Nickel mgfi
Pb - I acJ mgfl
Collform: MF Total
71 p01ni
Phosphorus: Total as P
m9A
Zn - Zinc mg/[
(Noce. Use NIPft;method forhighly lurbid; amptoa)
Dissolved Soltds:'Total ��
Orthophosphate �,
rrlgll
Ammonia .gitrQgen -�.0 mgA
TOChen'anatyzetl)
mg/l
units
AI = /aluminum-- - 4
Ba - Sarittrn
/' tng/l
mg11
0_ther,0 ecC{y omp4undsand,Co+tcanWv units]
7
Chloride 3:
rng/l
''Ca - Calcium
mg"/i
i.
mg7l
City- Cadmium
mgA
Arsen:c- ry
rngA
Chrordlum: Total I
mgl
- 4 16
kt. GrIease and Oils
nrtgA
Cu -.Capper
'M911
Phenol
Sulfate
mg/I
Fe -Iron
mg/l
ORGANICS: (G.C,GCI MS,HPLC)
SpociMi ' oouctange
rrfgll
Hg - tttterculy
mg/I
(Specify test and method. Attach Jab report.)
�
Total Ammonia
uMhos
rngA
K-.Potasslu X
Mg - Magnesium
rng/l
mg/1
R!apgr.t Attached? Yes--0) No ,(0)
voc method it
TA,as N
mF
Mn -:i anganose
mg/1
method
a
: method �J

Sy.
Facility Name:
Permit Name (if different):
QUALITY :11 0N.1TO.jiCRG:
PMRT FORM
-Blaxse
Prltrt iClearrror Type
County , '
?AP<wR.OtLX.
OF EkVI$f3K�1EttT'l4;JNATURt4L RESOURCEDES
' A•i�LR;Q#fAt, Tii !.Dlv!stP1% d$DUNDWATULSEGTIOR
AERMIT0: EXP1Rl_' N,DATE: 1
�-;�
Non -Discharge tJtC`'
Contact Person: 2,n'�-� .. � . TglBphons &- - �1� i
Well Location/Stile Name
-�---. No. of'Wells to bstSamplodt
Well Ido!rifification Number (froKiFi4rrrlity ti I - _
Well De" the /�/ ForGroandwntet•�Yeatmeni Systemai
P fi. Well Diameter•. _, ,. in. ChecEeOne: C} Influent (98j.:
Screened Interval. '`�' it. to ____�?�,-.., ri. p EffCt,Ient
Depth to�Water Level: � 'S ft. below'rneasuring'poW. t�g�
Measuring Point (M.P.) rs: It. above land surfac�. Relative M.P. Elovation in W.,Gallons of water pumpedtballed before sampling: a Date sample.coifecied: 3 a7
Field analysis: pH �! , SpecificConductartce uMhos
Temp. °C, Odor Appearance
TYPE- OF i:ERMIM ?,OPERATI.ON BEING MOMTORED
Lagoon ' Rernedlallon: tnfiltratlorr.Gellery
—SprayFleid Romediadw:
RolaPy Distributor Lend,Applicatiop of Sludge
Other.
NQU: Values shogld reflectdissotv.gd and.
colloidat concentratiorm
Date sample analyzed:�]�
Laboratory Name:
Certification No.
PARAf 'rERs (Samples for metals were collected unfiltered YE5' " NO and field acidiflod
COD
" YES HO)
ColifarcZti: MF Fecal
mg/1
/loom[
Nltr4e (NO2) as NN �` ��
Nitra*(NOg) as N_... _ os
m9A
mglf
Ni - Nickel
Pb
m
Mg/I
Collfoi M ,VF Total � .
(Note: lJea MPN enelho (oeriphty turbid sam Jos)
_/1 QOml
Phosphorus: Totaf asP
Orthophosphate Q. K3
rr
mg
-teas
Zn --Zinc
Ammonia Nftro r' �' o a
tng11
Dissolved Sdtds. Total 1
PH pert analyzed)
mg/l
AI - Aluminum
mg/l
9 mg/1
Other. S
{ Ps h/•Compaundaf rrd:Cancenir�t(on,Unlis}
TOO:a
ariits
m9�
Ba-$aritlm
Ca Calcium
rng7l
mg11
3, 6 Y►,4
1-
Chi ride i
Cd - Cadmium
- -
�. nt~�
Grease and Oils
mg
gA
mg/l
Chromium: Total
Cu - Copper
mg1l
mg/l
Sulfate Phenol
. _ � s
:mg/1
�mgll
Fe -iron
Mere ury
Hg -Merc,-,____r„�„_„
mg/l
m9/)
ORGANICS, (0C,GC1M8APL0)
Speciflc.Conductance .
Total Ammonia
uMlmas
K - u
m9A
(spocify togt and mothdd #. Attach 'lab repom)
Report AlUctted? `Yes~ (1 } No
0)
x; TKN as N
mgll
mg/i
Mg - Magnes(um
Mn - Manganese
mg/l.
mg11
VO'C method It
method r
�.1'c?riirj; tt+at;`to t110;
i]uSt•Q! fitly
icnp,itC
rising approt. d tr0160-
s;ot'art
l`sEs
:inclvding.thv;�os3ifjility
of`flries�itti'ii
method ft
'5/z IY5

Spr
ay F.101d
LmVIAPpr"tIm.ofW0W
U=­Valdes .shquld Wl0.ct.-cll36G1Ved.,.and .
.colloldal.c.6nei.6h.tritti!ons.
Date samolwAnslyzed:
Laboratory Nance;
Cedficadw No:
�xa�mrlttt� is
or,Metaiawere .*collected .unfl(terad--,k_— YES
NO an;Fff0d,acj.d(fj4Gd
YES -NO}
ollf6rf,n: MF
Noliforr,n': MF Total
m Mtrite .(NO2')`aS ;N
_/1,00ml Nitrate (NOB) as N
<Dip M9A
0- mgfi� -
Ni -Nickel
Pb - leap m
(Huts.-V
I-00ml 1?110�phorus; Total as
m9A
Zn - Zino
I I % .. WWII
Dissolve0ftl S:. - at
':
.-sogn
fig!
;PH -:(0J6n!'aAaIYZ ad)
an -S
Too,
Chion
-MW
CreaseAmeffic.
'And-0116
M911,
n, : 0
Phenol.
A. 9A
;Sulfate'�,
S"Pdcifj(,,,0.0.nduPta. , -
I -
MgA
Mhos
� IRP - .
•.,Tot.a.(,-Am'rmnQnia,
'Man
TKR,as�.14-;
r
.Fig -:Mercury
K, P•ateslum
Mg!-VAgneslum.'
m
_...9/1
Mn , Miindahes'ef_
'0RdA'NkcsqGqmc":�,HP,Lc)
�up,eCliyto.st.'anoimOth.od*.,.Attech'-.fib.ropott-)
VOC. vpdlod.f
.0

GW-59A CO.MPLUNCE REPORT FORM Permit # A/GODD tOt V �
(Submit one each rnorritoring period with G1i=59 jorms.)
g Enter date monitoring results were due. (h = J Mil this monitoring report (Wre G59 and GW-59A
be submitted after the established due elate? ) YES NO
2 Was any required information missing on the GW-59 report forms?
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.
we<< #02 wcxS fit
3 Are any of the monitor wells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
identification plate, area overgrown, etc.)? Ijthe answer is - y-es', contact the Rcgfonal 0 1 e jorgvidance.
4 Are any monitored constituents equal to or above the established standards?
If the answer to question 4 Is 'NO', skip to section 6.
If the answer to question 4 Is WES"list the affected wells Individually with constituent(s) and concentration(s)
exceeding standards In the space provided below:
wig_*q C� (,0,1<� .3(.07 7 7aPP`�'
5
u
7
For the constituents identified In question 4 above, have stan
same constituent(s) In the sarrre well($) In the last two years?
previously for the
If the answer to question 51s NO , SKIP to section 6.
If the answer to questlon 5 Is "YES", list In the space provided below, each welt with constituents) exceeding
standards, concentration(s) reported, and sample collection date for each occurrence (for the test two years).
9 wells listed in section 5 located at or be
it Me answer is "YES", a groundwad
OFFICE IMMEDIATELY FOR GUIDAA
located; contact the Regional OfAce.
Is the permlttee implementing
groundwater quality problem?
WHY problem may be occurring. CONTACT THE REGIONAi
If the answer Is "NO", monitoring wells may be Improperfy
approved actions required
If the answer to question 7 is 'YES, describe those actions !n the space provided below.
If the answer to question 7 Is "NO", contact the Realonal Office within 90 dav�;-sn evaluation ma
required M detetrnlne the /moact the waste disposal system IS haylna at fhe revlew and comvlian
boun erles surroundinrt this fac111ty Failure tv do so mar sub/ect MULM—IM 9 to a Notice of tq<
fines. and/or pena/tles
g 1 The person completing this portion (GW--59A) of the monitoring report should sign below and submit this
form with GIYV--59 forms for required wells to the address provided at the top of the current GW-59 form.
! hereby acknowledge that file above Irrfomtafipn'was eJaltiaw acid this In — ".' a tta� `Imp"
trrtatlor) �._
report (Compliance Report GY1i-59A) Is true apd compfeto'to 09 bast of my k»pi�!�etlg's;
Signature of Permittee (or Authorized Agent) Date
YES/ N—o
YES V NO
YES J /NO
YES
YES LA

Monitoring Well 42 Monitoring Well #3
Chlorides ppm TDS ppm Chlorides ppm TDS ppm
Date
11/19/2020
No water
No water
1/21/2021
138
315
3/29/2021
14
536
7/29/2021
64
377
11/23/2021
689
1370
1/26/2022
51
418
3/29/2022
242
446
7/25/2022
836
1480
11/17/2022
No water
No water
1/27/2023
No water
No water
3/27/2023
No water
No water
Monitoring Well #4A
Chlorides ppm TDS ppm
Date
11/19/2020
284
546
1/21/2021
369
801
3/29/2021
209
416
7/29/2021
427
612
11/23/2021
613
944
1/26/2022
4S8
796
3/29/2022
549
1000
7/25/2022
521
987
11/17/2022
429
1000
1/27/2023
423
1570
3/27/2023
367
772
Date
11/19/2020
13
52
1/21/2021
29
216
3/29/2021
25
79
7/29/2021
243
508
11/23/2021
281
559
1/26/2022
356
538
3/29/2022
232
396
7/25/2022
271
506
11/17/2022
106
295
1/27/2023 1
189
504
3/27/2023 1
121
178

ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 2M05 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC MAO • 910.347.5843 Lab/Fax
info®environmentalchemists.com
Bay Valley Foods -Faison Date of Report: Apr 14, 2023
354 North Faison Avenue Customer PO #:
Faison NC 28341 Customer ID: 15030024
Attention: Report #: 2023-05989
Project ID: Groundwater Monitoring
Lab lD Sample ID: Collect Date/Time Matrix Sampled by v
23-15140 Site: MW-1 3/27/2023 8 15 AM Water JR Killette
Test Method Results Date Analyzed
Sodium
Aluminum
Sulfate
Ammonia Nitrogen
Total Dissolved Solids (TDS)
Orthophosphate
Total Organic Carbon (TOC)
Chloride
Nitrate Nitrogen (Calc)
Nitrite Nitrogen
Nitrate+Nitrite- Nitrogen
Nitrate Nitrogen
Lab ID Sample ID:
23-15141 Site: MW-2
Test
EPA 200 7, Rev 4 4 1994
EPA 200 7 Rev 4 4 1994
EPA 300 0 Rev 2 1 1993
EPA 350 1 Rev 2 0 1993
SM 2540 C•2015
SM 4500 P E•2011
SM 5310 B-2014
SM4500 C E-2011
EPA 353 2 Rev 2 0 1993
EPA 353 2 Rev 2 0 1993
Subtraaan Method
Dry Dry
Method
Collect Date/Time
3/27/2023 8:32 AM
49.0 mg/L
04/07/2023
3.06 mg/L
04107/2023
<5 mg/L
04/04/2023
< 0.2 mg/L
03/29/2023
72 mg/L
03/29/2023
0.14 mg/L
03/29/2023
0.7 mg/L
03/30/2023
12 mg/L
03/30/2023
< 0.02 mg/L 03/29/2023
6.20mg/L 03/31/2023
6.20 mg/L 04/04/2023
Matrix Sampled by
Water JR Killette
Results Date Analyzed
Report 0 2023-05989 Page 1 of 5

ANALrnCAL a CONSULTING CHEMISTS
Bay Valley Foods -Faison
354 North Faison Avenue
Faison NC 28341
Attention:
Lab ID�Sample ID:
23-15142 site: MW-3
Test
Sodium
Aluminum
Sulfate
Ammonia Nitrogen
Total Dissolved Solids (TDS)
Orthophosphate
Total Organic Carbon (TOC)
Chloride
Nitrate Nitrogen (Calc)
Nitrite Nitrogen
Nitrate+Nitrite-Nitrogen
Nitrate Nitrogen
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 . 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 . 910.347.5843 Lab/Fax
[e-mail]
Date of Report: Apr 14, 2023
Customer PO #:
Customer ID: 15030024
Report #: 2023-05989
Project ID: Groundwater Monitoring
Collect DatefTime Matrix Sampled by
3/27/2023 8:42 AM Water JR Killette
Method
EPA 200 7 Rev 4 4 1994
EPA 200 7 Rev 4 4 1994
EPA 300 0 Rev 2 1 1993
EPA 350 1 Rev 2 O. 1993
SM 2540 C-2015
SM4500PE2011
SM 5310 B-2014
SM4500 C E 2011
EPA 353 2 Rev 2 0 1993
EPA 353 2 Rev 2 0 1993
Subtraction Method
Results
49.8 mg/L
1.98 mg/L
<5 mg/L
< 0.2 mg/L
178 mg/L
0.09 mg/L
0.6 mg/L
121 mg/L
< 0.02 mg/L
4.62 mg/L
4.62 mg/L
Date Analyzed
04/14/2023
04/05/2023
04/04/2023
03/29/2023
03/29/2023
03/29/2023
03/30/2023
03/30/2023
03/29/2023
03/31 /2023
04/04/2023
Report 9 2023.05989 Page 2 of 5

Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 a 910.392.0223 Lab a 910.392.4424 Fax
710 Rowsertown Road, Manteo, NC 27954 a 252,473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 . 910.347.5843 Lab/Fax
into+`a environmentalchemismcom
Bay Valley Foods -Faison
Date of Report: Apr 14, 2023
354 North Faison Avenue
Customer PO ##:
Faison NC 28341
Customer ID: 15030024
Attention:
Report ##: 2023-05989
Project ID: Groundwater Monitoring
Lab ID Sample ID:
Collect DatelTime Matrix Sampled by
23-15143 Site: MWA
3/27/2023
9 06 AM Water JR Killette
Test
Method
Results Date Analyzed
Sodium
EPA 200 7 Rev 4 4 1994
299 mg/L
04/14/2023
Aluminum
EPA 200 7 Rev 44 1994
0.583 mg/L
04/05/2023
Sulfate
EPA 300 0 Rev 2 1 1993
53 mg/L
04/04/2023
Ammonia Nitrogen
EPA 350 1 Rev 2 0 1993
2 0 mg/L
03/29/2023
Total Dissolved Solids (TDS)
SM 2540 C-2015
772 mg/L
03/29/2023
Orthophosphate
SM 4500 P E-2011
0 19 mg/L
03/29/2023
Total Organic Cartoon (TOC)
SM 5310 a-2014
2.7 mg/L
03/30/2023
Chloride
SA44500 c1 E 2011
367 mg/L
03/30/2023
Nitrate Nitrogen (Calc)
Nitrite Nitrogen
EPA 353 2. Rev 20 1993
< 0.02 mg/L
03/29/2023
Nitrate+Nitrite-Nitrogen
EPA3532 Rev 20 1993
4.25mg/L
03/31/2023
Nitrate Nitrogen
5ubtracbon Method
4.25 mg/L
04/04/2023
Report 0 2023-05989 Page 3 of 5

ANALYTICAL d CONSULTING CHEMISTS
Bay Valley Foods -Faison
354 North Faison Avenue
Faison NC 28341
Attention:
Lab ID Sample ID:
23-15144 Site: MW-5
Test
Sodium
Aluminum
Sulfate
Ammonia Nitrogen
Total Dissolved Solids (TDS)
Orthophosphate
Total Organic Carbon (TOC)
Chloride
Nitrate Nitrogen (Calc)
Nitrite Nitrogen
N itrate+N itrite-Nitrogen
Nitrate Nitrogen
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab + 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252,473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 + 910.347.5843 Lab/Fax
info@envlronmentalchemismcom
Date of Report:
Apr 14, 2023
Customer PO #:
Customer ID:
15030024
Report #:
2023-05989
Project ID: Groundwater Monitoring
Collect DatelTime Matrix
Sampled by
3/27/2023 9:22 AM Water
JR Killette
Method
EPA 200 7 Rev 4 4 1994
EPA 200 7 Rev 4 4 1994
EPA 3000 Rev 21 1993
EPA 350 1 Rev 2 0 1993
SM 2540 C-2015
SM 4500 P E-2011
SM 5310 B-2014
SM4500 CI E-2011
EPA 353 2 Rev 2 0 1993
EPA 353 2 Rev 2 0 1993
Sublracbon Method
Results Date Analyzed
3.96 mg/L
04/07/2023
2.32 mg/L
04/05/2023
<5 mg/L
04/04/2023
< 0.2 mg/L
03/29/2023
187 mg/L
03/29/2023
0.10 mg/L
03/29/2023
2.0 mg/L
03/30/2023
17 mg/L
03/30/2023
< 0.02 mg/L
03/29/2023
9.05 mg/L
03/31/2023
9.05 mg/L
04/04/2023
Report 0 2023-05989 Page 4 of 5

envirochem
ANALYTICAL d CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab . 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
info@environmentalchemismcom
Bay Valley Foods -Faison
Date of Report: Apr 14, 2023
354 North Faison Avenue
Customer PO #:
Faison NC
28341
Customer ID: 15030024
Attention:
Report #: 2023-05989
Project ID: Groundwater Monitoring
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
23-15145 Site: MW-8
3/27/2023
9:42 AM Water JR Killette
Test
Method
Results Date Analyzed
Sodium
EPA 200 7 Rev 4 4 19M
4.64 mg/L
04/07/2023
Aluminum
EPA 200 7 Rev 4 4 1994
4 85 mg/L
04/05/2023
Sulfate
EPA 300 0 Rev 2 1. 1993
13 mg/L
04/04/2023
Ammonia Nitrogen
EPA 350 1 Rev 2 0 1993
< 0.2 mg/L
03/29/2023
Total Dissolved Solids (TDS)
SM2540C-2015
52 mg/L
03/29/2023
Orthophosphate
SM 4500 P E-2011
0.09 mg/L
03/29/2023
Total Organic Carbon (TOC)
SM 5310 8.2014
5 9 mg/L
03/30/2023
Chloride
SM4500 E-2011
8 mg/L
03/30/2023
Nitrate Nitrogen (Calc)
Nitrite Nitrogen
EPA 353.2. Rev 2 0 1903
< 0 02 rng/L
03/29/2023
Nitrate+Nitrite-Nitrogen
EPA 3532 Rev 2 0 1993
0.09 mg/L
03/30/2023
Nitrate Nitrogen
subtraction Method
0.09 mg/L
04/04/2023
Comment:
—,
Reviewed by:
Repoat # 2023 05989 Page 6 of 5

Environmental Chemist, Inc., Wilmington, NC lab 494
6602 W+ndrn :Way
Wilmington, NC 28405
910 392 0223
n1I Sample Receipt Checklist
Client i�-11 U h Date:*Repot N.r•nber. _ 2023- D SCI Q �
Receipt of sample:
ECHEM Pickup Client Delivery ❑
UPS ❑ FedEx ❑ Other iD
❑ YES
10
NO
N)
N/A
1. Were custody seals present on the cooler?
0 YES
❑
NOP
N/A
2. If custod/ seals were present, were they intact/unbroken'
Original temperature upon
receipt 'C Corected temperature upon receipt -C
How temperature
taker,.
_
❑ Temperature B!an� 14 Aga nst Bottle5
IR Gu.-1 10:
Thomas Traceable S/N 210886859 IR Gun Correction Facto' =C: 0.0
Cad YES
❑
NO
3
If temperaw.E of cooler exceeded 6*C, was Project Mgr./QA notrf ed?
YES
❑
NO
4
Were proper custody procedures (rel nq j shed/received) fo',o.ved?
YES
❑
NO
5
Were sample 10's 1,5ted on the COC
YES
❑
NO
6.
Were 5amp?_5 ID's I.Sted on sa'1;ple conic '1sr5")
YES
❑
NO
7
k-Vere coll=_ctio-1 d3:e and t -ne 15ted o-i the COO
YES
❑
NO
8
k-Vere tests to b-- per fo'm=-d 15ted on the COC?
YES
❑
NO
9
Did sa-rip!es a•rivE m proper coma he's fo- each test?
Y1ES
❑
N0
10.
D:d sampl,s a-rivE I.1 goad co-ld t10'1 fo- each to>=?
:cS
O
N:0
11
1'':as adeq,a e sa ,�p'E vo`u trc z�a z�'_?
YES
❑
N:0
12.
1`!er- sa nples ;Ec2 . _d :h 1 p-oiler no d n; t 1 - fo- rE J d '
U'ES
❑
Nd7
13.
Vera acid p,/-e;E:. ed sa-np es rece .ed a. a p-! o` <2?'
it :E3
❑
Ninn�
1:•
�`.C-_ C-a 1'd: S:'1'J'- r�LC ..:}d f.: a p1'i i12'
❑ YE
❑
NO
1�
�VC'c �•1'. de )amp C) rece ,eclat a p-i >9?
'rES
❑
N:0
rece =d a. a cn'o- -1_ re, d,a o` <0 5 rrn/L) '
N:0
17
_ Sj 7:r }°' r• c: a C^ _ r_i d,3 G'
Sample Preservation:
i'.',;: i _ ...a Tom' a", sa ,c• = s
_ ,d
is
._}:
9 �_
- _
. = cn_------
� -;
537
- ' j' -- -
COMMENTS
DOC Q� 002 R_ r 1

ENVIRONMENTAL CHEMISTS, INC OFFICE::99110i-32-0Wilmington,X9 .�
NCDENR: DWO CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION X 37729 [e-mail]
Analytical 8 Consulting Chemists
rnI i r-CTinN AND CHAIN nF CUSTOnY
Client: Bay Valley Foods
PROJECT NAME: groundwater monitoring_REPORT
17
NO:
ADDRESS: 354 North Faison Avenue
CONTACT NAME: Donovan Brock
PO NO,
Faison, NC 28341
REPORT TO:
PHONEJFAX:910.267.4711 x251
COPY TO:
Donovan Brock ba alle oods.corn
Sant led By' SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other:
p
Sample Identification
Collection
C
a
y
m
'
S
yy _
C (�
o
=
qq
G
U
W
m
D
z
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
w
z
g
x
°'
p
Well:
.�
W
C
��1 j
X
Chbnde,ORho P. TDS, Sutrate, NO2
G
�
Depth to water.
C
P
/r
X
NO3, NH3
G
G
Gallons bailed: 5
P
X\
G
H field : `
JG
P
X
I
roc
G
Odor:
C
P
G
G
Color.
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
Total of 6 wells due in Janusry, March, July, November (wells: 1,2,3A,4A,5 and 8).
Transfer
Relinquished By:
DateTme
Rpaived By:
DateTme
1
Temperature when Received °C: Accepted: Rejected: Resampie Requested:
Delivered By: Received By: C Date: Time:
Comments:
R OUND:

6602 Windmill Way
41M mington
ENVIRONMENTAL CHEMISTS, INC OFFICE: 910'392-0223'FAX[phone]
Analytical 8 Consulting Chemists
NCDENR: DWQ CERTIFICATION of 94 NCDHHS: DLS CERTIFICATION # 37729 [e-mail]
COLLECTION AND CHAIN OF CUSTODY
Client: Bay Valley Foods
PROJECT NAME: groundwater monitoring
REPORT NO:
ADDRESS: 354 North Faison Avenue
CONTACT NAME: Donovan Brock
PO NO:
Faison, NC 28341
REPORT TO:
PHONEIFAX:910.267.4711 x251
COPY TO:
Donovan Brockgbayyalle oods.com
Sampled BY; - tkrSAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST - Stream, SO = Soil, SL = Sludge, Other.
Sample Identification
ANALYSIS REQUESTED
'Depth to water
� - •�
Fri
_ _ i-
���rti��
Temperature when Received 'I Z--.- i Accepted: / Rejected: Resample Requested:
Delivered By: Received By: .lC Date: Time:
Comments: t1

62 Windmill Way
4g=
ENVIRONMENTAL CHEMISTS, INC OFFICE 9 Oi392-022.31FAX [phone]
Analytical 8 Gonsuftang Chemists
NCDENR: DWQ CERTIFICATION 9 94 NCDHHS: DLS CERTIFICATION # 37729 info ?ienvirorunentalchemists.com
COLLECTION AND CHAIN OF CUSTODY
Client: Bay Valley Foods
PROJECT NAME: groundwater monitoring
REPORT NO:
.ADDRESS: 354 North Faison Avenue
CONTACT NAME: Donovan Brock
PO NO:
Faison, NC 28341
REPORT TO:
PHONEIFAX:910.267.4711 x251
COPY TO:
Donovan Brock ba alle oods.com
SamDled Bv: SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST - Stream, SO = Soil, SL = Sludge, Other.
Sample Identification
Collection
28.
A
N
s
$ 2
E
o
m
3C 8
O d
m
ama
J 7
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
z
O'
y
„1
p�
X
o
¢'
o
°
Well:
J U
Chloride.Ortho P. TDS, Sulfate, NO2
G�
Depth to water
/
X
NO3, NH3
G
G
3
Gallons bailed: a-
C
P
I
X
1
JAI, Na
G
G
H (field):
C
P
X
ITOC
G
G
Odor:
C
P
G
G
Color: '�✓� `'
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
Total of 6 wells due In Jan uary, March, July, November (wells: 1,2,3A,4A,5 and
8).
Transfer
Relinquished By:
Datemme
Received Sy:
DateiTme
1. y
2.
Temperature when Received °C: Accepted: / Rejected: Resample Requested:
Delivered By: Received By: oe Date: 4 Time: ��
Comments: TURN ROUND:

6602 Windmill Way
ENVIRONMENTAL CHEMISTS, IN C OFFICE: 14-392-0223'FAX 910-392�246
4M
Analytical 6 Consu" Chemists
NCDENR: DWQ CERTIFICATION 0 94 NCDHHS: DLS CERTIFICATION # 37729 [e-mail]
COLLECTION AND CHAIN OF CUSTODY
Client: Bay Valley Foods
PROJECT NAME: groundwater monitoring
REPORT NO: -�
ADDRESS: 364 North Faison Avenue
CONTACT NAME: Donovan Brock
PO NO:
Faison, NC 28341
REPORT TO:
PHONEJFAX:910.267.4711 x251
COPY TO:
Donovan Brock2bayvalleoods.com
Samoled Bv: , '"' SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other.
Sample Identification4
Collection
s
3
n
o
"
o W
z
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Tempd
i
=
_
o
°
Well:
�.a-
�✓
C
X
Lhloride,Ortho P, TDS, Sulfate, NO2
G
Depth to water f y
X
IN03. NH3
G
G
Gallons bailed: ..Z
C
P
X
Al, Na
G
G
H (field):
C
P
X
TOC
G
G
Odor: /
C
P
G
G
Color. ✓ ��
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
Total of 6 wells due in January, March, July, November (wells: 1,2,3A,4A,5 and
8).
Transfer
Relinquished By:
By:
Date/Time
1. '`--
-S
2.
NN<__J N,
1-0 bl� t
Temperature when Received °C: Accepted: v Rejected: Resample Requested:
Delivered By: Received By: _ ck Date Timer
Comments: 1KA -

Windmill Way
gton, NC
min
2NO
ENVIRONMENTAL CHEMISTS, INC OFFICE: IG-392.0223'FAXH 9 s
Analytical & Consulting Chemists
NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 [e-mail]
COLLECTION AND CHAIN OF CUSTODY
Client: Bay Valley Foods
PROJECT NAME: groundwater monitoring
REPORT NO:
ADDRESS: 364 North Faison Avenue
CONTACT NAME: Donovan Brock
PO NO:
Faison, NC 28341
REPORT TO:
PHONEIFAX:910.267.4711 x251
COPY TO:
Donovan Brock ba afle aods.com
Sampled Bv: SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other:
r
Sample IdentificationF
Collection
s
m --
4
o Ir
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
pp_
g
2
d
Well: `J
'
X
Chlomie.Oflho P. TDS, Sulfate, NO2
G
G
S
De th to water.
C
P
X
Z-
NO3, NH3
G
G
f
Gallons bailed_ `� ��
C
P
X
AI, Na
G
G
`
H field : `� h)
C
P
f
X
ITOC
G
G
Odor:
C
P
G
G
Color:
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
Total of 6 wells due in January, March, July, November wells: 1,2,3A,4A,5 and
8).
Transfer
Relinquished By:
DatelTime
Received By:
DateMme
1. .�
2.
Temperature when Received °C: Accepted: z Rejected: - Resample Requested:
Delivered By: i` Received By: —Date: Time:Cp
Comments: O

Analytical 8 Consulting Chemists
ENVIRONMENTAL CHEMISTS, INC
NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729
COLLECTION AND CHAIN OF CUSTODY
6602 Windmill Way Wilmington, NC 28405
OFFICE: 91"92.0223 FAX [phone]
info@erwironmernalchem ists.eom
Client: Bay Valley Foods
PROJECT NAME: groundwater monitoring
REPORT NO:
ADDRESS: 354 North Faison Avenue
CONTACT NAME: Donovan Brock
PO NO:
Faison, NC 28341
REPORT TO:
PHONE/FAX:[phone] x251
COPY TO:
Donovan Brock ba alle oods.com
Samnlprl Rv- SAMPLE TYPE: I = Influent. E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other.
Sample IdentHlcation
Collection
E
m_
.
2r. E
05
S
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
_
q
4�
W
o
Well:
X
Chloni ,Oriho P TDS, Sulfate, NO2
G
�
Depth to water:
C
P
X
IN03. NH3
G
G
Gallons bailed: }'�
C
P
X
Ai, Na
G
G
H field :
C
P
X
ITOC
G
G
Odor: N°x-e
C
P
G
G
Color:
G
G
C
P
G
G
C
P
G
G
C
P
G
G
Total of 6 wells due in Jan uary, March, July, November wells: 1,2,3A,4A,S and
8).
Transfer
Relinquished
Date/Time
eceived By:
Date/Time
2.
Temperature when Received "C: Accepted: ✓ Rejected: Resample Requested: _
r J%%Delivered Received By: iLl A tc Date: Timer
Comments: N R D:

TrRC
Appendix B
Chloride and Total Dissolved Solids Concentrations through Time
Charts
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000

3,500
3,000
a 2,500
rn
E
c
0
2,000
c
0
V
v
° 1,500
L
U
1,000
500
0
Historic Chloride Concentrations in MW-1 through MW-5 and MW-8
Mar. Md,. M0,.. Mdr, Md,. Ma,. Mdr. Mar. Mar Md,. Md,. Mdr. Mdr. Meg. Md,410, . Md,.. Md,., 4 0, Md,. Meg. Mdr. Mar. Mdr. Mdr. Mdr. Mdr. Meg. Mdr. Md,.
9S 96 '9� 98 99 00 07 01D '03 04 0S 06 0) 0e 09 70 77 72 73 74 7S 76 7) 78 79 �O "7 "4
Date

Historic Total Dissolved Solids Concentrations in MW-1 through MW-5 and MW-8
5, 500
5,000
E 4,500
c
0
4,000
C
Ol
V
0
O
U 3,500
0
t✓
3,000
0
IN
'D
> 2,500
0
0
fO 2,000
0
1,500
1,000
500
0
o� �� aA C�b C� (i0 01 oti o� o° O) O�
�� �� � �� 1ai� �
,ti0 ;Lb
a� a a a a a� a� a, a� a� a� 0 0 0 a� 0 a� 0
Date

'i TR C
Appendix C
Mann Kendall Statistical Analysis Worksheets
First Semi -Annual Report 2023 — Pickles Manufacturing June 23, 2023
TRC Project No. 528255.0003.0000

MANN-KENDALL
TOOLKIT
for Constituent
Trend
Analysis
Evaluation Date: 17-May-23
Job ID: 528255.0003.0000
Facility Name: Pickles Manufacturing, LLC
Constituent: I Chloride
Conducted By: Jim Hurley
Concentration
Units: m /L
Sampling Point ID:
I
MW-1
MW-2
MW-3A I
MW-4A 1
MW-5
MW-8
_
Date
Or
CHLORID
1
3/11/10
8
96
27
707
2
7/8/10
5
349
338
740
9.5
3
11/10/10
5
274
148
787
8.4
4
3 24 11
8
302
195
821
11.5
9.3
5
71411
7
340
998
12.1
6
11 15 11
6
764
350
12.7
144
7
3122112
S.7
180
527
12.3
36.9
8 1
71212
O.S
119
724
9.6
9
11 15 12
6.7
301
693
11.9
10
3 28 13
5.5
40
185
381
13
87.7
11
7/16/13
7.1
21
427
5.7
12
11 2613
7.2
87.4
306
788
135
15.3
13
3 27 14
7.8
18
58
464
8.7
13.2
14
7122114
5.7
41.7
71
625
17.6
13.9
15
11 20 14
7.1
99
240
650
18.7
11
16
3 1515
2.S
33
81
433
2.5
2.5
17
7/1 15
5
81
230
721
11
8
18
11/1/is
6
26
16
415
6
7
19
3/1/16
S
103
145
433
2.5
5
20
7116
2.S
64
252
389
5
5
21
11/1/16
2.S
257
57
322
9
6
22
3 23 17
8
349
322
554
16
7
23
7120117
2.S
238
265
420
10
6
24
11/21/17
2.S
751
293
617
12
11
25
3/2 18
8
507
202
1 335
7
17
26
7 19 18
3
435
202
1260
12
36
27
11 1518
6
42
180
601
8
8
28
3/17/2019
S
241
87
457
10
5
29
7/1/2019
3
683
177
1500
16
30
11/1/2019
12
702
273
1080
13
31
3/19/2020
6
240
41
485
12
7
32
7/30/2020
10
318
123
415
12
6
33
11/19/2020
6
1 13
284
11
33
34
3/19/2021
8
14
25
209
10
5
35
7/29/2021
6
64
243
427
5
5
36
11/23/2021
7
689
281
613
13
37
3/29/2022
9
242
232
549
14
2.5
38
7/25/2022
6
836
271
521
2.5
39
11/17/2022
3
106
429
17
40 3/27/2023
12
121
367
17
B
Coefficient of Variation:
Mann -Kendall Statistic (S):
Confidence Factor.
Concentration Trend: No
Trend
Increasing
Stable
Decreasing
No Trend
Decreasing
10000 -----
.._ __.
----------
-MW 2
J 1000
0
cc 10
C
U1
c
0
U
0.1
07109
04,112
12/14 09117
06120
03123
12125
Sampling Date
Notes:
1. At least four independent sampling events per well are required
for calculating the trend.
Methodology is valid for 4 to 40 samples.
2. Confidence in Trend = Confidence (in
percent) that constituent concentration is increasing (S>0) or decreasing
(S<O): >95 % =
Increasing or Decreasing;
z 90 % = Probably Increasing or Probably Decreasing, < 90 % and
S>0 = No Trend; < 90%, S50, and COV
z 1 = No Trend; < 90 % and COV < 1 = Stable.
3. Methodology based on "MAROS: A
Decision Support System for Optimizing Monitoring
Plans", J.J. Aziz, M.
Ling, H.S. Rifai, C.J.
Newell, and J.R. Gonzales..
Ground Water, 41(3):355-367, 2003.
DISCLAIMER: The GSI Mann -Kendall Toolk t is available 'as is'. Considerable can; has been
exercised in preparing this software product however, no party, including without
limitation GSI Environmental Inc., makes any representation or warranty regarding the accuracy,
correctness, or completeness of the information contained herein, and no such
party shall be liable for any direct, indirect, consequential, incidental or other damages resulting from the use of this product or the information contained herein. Information in
this publication is subject to change without notice. GSI Environmental Ina, disclaims any responsibility or obligation to update the information contained herein.
GSI Environmental Inc., www.gsi-netcom

Evaluation Date:
Facility Name: I
Conducted By:
17-May-23
Job ID:
Constituent:
Concentration Units:
1528255.0003.0000
Pickles Manufacturing, LLC
JTotal Dissolved Solids
Jim Hurley
I m IL
Sampling Point ID:
Sampling Sampling
Event Date
r 3/11/10
MW-1
MW-2
MW-3A I
MW-4A
MW-5 MW-8
124
-
292
TOTAL aLVED
92
SOLIDS CONCEWRATION
1,170
1 68 178
2
7/8/10
33
695
610
1,510
71
3
11/1/10
25
261
1,320
55
66
4
3/24/11
40
212
1,360
42
45
5
7/14/11
36
560
1,770
59.4
6
11/15/11
31
664
1,410
75.3
7
3/22/12
37
288
970
59.3
101
8
7/12/12
1 33
544
2,080
86
9
11/15/12
31
462
1290
65 1
620
10
3/28/13
13
185
395
914
55 1
218
11
7/16/13
49
380
52
932
184
12
11/26/13
50
524
1,450
313
79
13
3/27/14
25
252
935
96
57
14
7/22/14
28
228
334
1,150
92
61.2
15
11/20/14
13
237
375
880
53
43
16
3/15/15
33
172
153
733
85
42
17
7/1/15
20
296
470
1,160
70
63
18
11/15/15
34
172
68
762
91
50
19
3/1/16
35
284
282
750
80
42
20
7/16/16
33
414
477
939
84
61
21
11/1/16
37
655
56
692
87
47
22
3/23/17
51
651
475
849
100
55
23
7/21/17
40
718
471
763
92
46
24
11/20/17
40
1,890
476
1,350
79
80
25
3/23/2016
1 60
1,120
428
705
105
58
26
7/20/2018
41
877
430
1,490
1 108
240
27
11/15/18
35
190
195
980
100
74
28
3/17/2019
42
513
186
651
98
47
29
7/1/2019
46
1,160
409
2,090
99
30
11/l/2019
30
1,430
391
2,010
94
31
3/19/2020
47
382
96
750
97
45
32
7/30/2020
56
982
258
861
100
52
33
11/19/2020
37
52
546
221
33
34
3/19/2021
61
536
79
416
330
43
7/29/2021
6
3
0
612
134
53
11 /232021
4
944
119
3/29/2022
6
446
396
1,000
144
59
38
7/25/2022
4
1490
5 6
987
256
39
11/17/2022
39
1
1 295
1,000
101,
3/27/2023
Coefficient of Variation:
Mann -Kendall Statistic (S):
Confidence Factor:
Concentration Trend:
0.46
-
Incmasing
1 '
Incmasing
Stable
772 187
' '
Decreasing
52
'
10000
M W-2
J
_MW-]A
1000
--.._Mw_
C�
C
- M W-5
C
1*ftt
-MWA
0 100
_... _._...
f6
m 10
v
C
O
U
1
07109
04112
1Vf4 09/17 06120 03123
12/25
Sampling Date
Notes:
At least four independent sampling events per well are required for calculating the, trend. Methodology is valid for 4 to 40 samples.
Confidence in Trend = Confidence (in percent) that constituent concentration is increasing (S>0) or decreasing (S<0): >95 % = Increasing or Decreasing,
x 90 % = Probably Increasing or Probably Decreasing; < 90 % and S>0 = No Trend; < 90%, S!0, and COV Z 1 = No Trend, < 90 % and COV < 1 = Stable.
Methodology based on "MAROS: A Decision Support System for Optimizing Monitoring Plans", J.J. Aziz, M. Ling, H.S. Rifai, C.J. Newell, and J.R. Gonzales,
Ground Water, 41(3):355-367, 2003.
DISCLAIMER: The GSI Mann -Kendall Toolkit is available 'as is'. Considerable care has been exercised in preparing this software product; however, no party, including without
limitation GSI Environmental Inc., makes any representation or warranty regarding the accuracy, correctness, or completeness ofthe information contained herein, and no such
party shall be liable for any direct, indirect, consequential, incidental or other damages resulting from the use of this product or the information contained herein. Information in
this publication is subject to change without notice. GSI Environmental Inc., disclaims any responsibility or obligation to update the information contained herein.
GSI Environmental Inc., wNw.gsi-net.com