8103_8105_Rutherford_CDLF_Permit_GWAssessmentFeb20_FID1394658_20200319

REPORT OF GROUNDWATER
ASSESSMENT
FEBRUARY 2020
RUTHERFORD COUNTY LANDFILL
RUTHERFORDTON, NORTH CAROLINA
C&D Landfill — Phase 2 Expansion
Permit No. 8103-CDLF-2002
Prepared For:
Rutherford County Solid Waste Dept.
Rutherfordton, North Carolina
BLE Project Number J20-13675-04
March 19, 2020
x
_ SEAL
1043
111(410%
BLE North Carolina Business Licenses C-284 & C-1538
JJ IM IM BLJNNELL
LAMMONS
ENGINEERING
6004 Ponders Court I Greenville, 5C 29615
864-288.1265 A 864.286.4330 a info@ble[orp.rom
BLECORP.COM

91JNNELL
� CANNONS
ENGINEERING
March 20, 2020
Solid Waste Section
Division of Waste Management
NCDEQ-ARO
2090 U.S. 70 Highway
Swannanoa, North Carolina 28778
Attention: Ms. Jaclynne Drummond, Hydrogeologist
Subject: Report of Groundwater Assessment — February 2020
Background for the Phase 2 C&D Expansion Area
Rutherford County Landfill, Permit #8103-CDLF-2002
Rutherford County, North Carolina
BLE Project No. J20-13675-04
Dear Ms. Drummond:
Bunnell-Lammons Engineering, Inc. (BLE) is pleased to submit this report to the North Carolina Division of
Waste Management (NCDWM) Solid Waste Section (SWS) for the Phase 2 construction and demolition
(C&D) landfill expansion area on behalf of Rutherford County, Odom Engineering, PLLC (Odom), and
McGill Associates (McGill). The report addresses the groundwater assessment activities required by the SWS
in support of the permit application (in progress) for the Phase 2 C&D landfill expansion.
Sincerely,
BUNNELL LAMMONs ENGINEERING INC.
acl
Andrew W 11evqyder P
Chief H
Registe
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ydrogeologist �,•■' CAR
red, NC No. 1475■�+``�p�'� GE �SrJ9
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Mr. James Kilgo - Rutherford County
Mr. Pete Dickerson, P.E. - Odom
Mr. Mark Cathey, P.E. - McGill
*tvl -'
Mark S. Preddy, P.G.
Chief Hydrogeologist 11 f 1 f 1
Registered, NC No ' r�
SEAL
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6004 Ponders Court, Greenville, SC 29615 (,864.288.1265 a 864.288.4430 Wg [e-mail]
BLECORP.COM

1s 1m 1i
Report of Groundwater Assessment -- Phase 2 Expansion Area March 19, 2020
Rutherford County Landfill, North Carolina BLE Project No. J20-13675-04
TABLE OF CONTENTS
1.0
PROJECT INFORMATION........................................................................................................1
2.0
SCOPE OF SERVICES PERFORMED......................................................................................2
3.0
RESULTS.......................................................................................................................................
3
3.1
Groundwater Levels and Flow Direction.........................................................................................
3
3.2
Laboratory Analyses........................................................................................................................
3
4.0
CONCLUSIONS AND RECOMMENDATIONS
....................................................................... 4
4.1
Groundwater Levels and Flow Direction.........................................................................................
4
4.2
Laboratory Analyses........................................................................................................................
4
5.0
QUALIFICATIONS OF REPORT..............................................................................................
5
6.0
CLOSING.......................................................................................................................................5
Tables
Table 1 Groundwater Elevations and Well Data
Table 2 Background Sampling Matrix — Water Quality
Table 3 Metals List — Background Sampling
Table 4 Volatile Organic Compounds (VOC) Data (February 2020)
Table 5 Alkalinity, Chloride, Sulfate, Total Dissolved Solids, & Field Parameters (February 2020)
Table 6 Total & Dissolved Metals Data (February 2020)
Figures
Figure 1 Groundwater Elevation Contour Map — February 26, 2020
Appendices
Appendix A Field Sampling Logs
Appendix B Laboratory Analytical Data
Appendix C Figure 2 and Tables from the May 2018 Semi -Annual Sampling Report by Scarlett
Geophysical Consulting P.C.
Appendix D Figure 2 and Tables from the October 2018 Semi -Annual Sampling Report by Scarlett
Geophysical Consulting P.C.
Appendix E Figure 2 and Tables from the May 2019 Semi -Annual Sampling Report by Scarlett
Geophysical Consulting P.C.
iofi

1s 1m 1i
Report of Groundwater Assessment -- Phase 2 Expansion Area March 19, 2020
Rutherford County Landfill, North Carolina BLE Project No. J20-13675-04
1.0 PROJECT INFORMATION
The project information below was obtained from multiple in -person and telephone meetings and emails
between BLE, McGill, Odom, Rutherford County, and the SWS.
The subject landfill site is located in Rutherford County, North Carolina, between the cities of
Rutherfordton and Spindale with a physical address of 656 Laurel Hill Dr, Rutherfordton, North Carolina.
Rutherford County owns and operates a closed Subtitle D municipal solid waste (MSW) landfill and an
active C&D landfill consisting of one waste unit designated Phase 1. The county plans to expand the C&D
landfill in an area designated Phase 2 which is approximately 17 acres and construct one new approximate
5.5-acre C&D waste unit in the expansion area.
Rutherford County has retained McGill as design and permitting engineer for the project. Rutherford County
has also retained BLE (as a subconsultant to McGill) to provide design hydrogeologic services, geotechnical
engineering, monitoring plan services, and construction quality control services for the project. Work on the
project has begun. McGill has defined the limits of the approximate 5.5-acre expansion area and developed
a conceptual design plan. BLE has performed six (6) borings and installed five (5) piezometers in the
expansion area as part of the design hydrogeologic report (DHR).
Several discussions with the SWS occurred after the DHR work started. The SWS expressed concern about
development of a new waste unit in the expansion area due to an ongoing assessment of corrective measures
(performed by others) for the existing C&D and MSW waste units. As a result, the SWS informed Rutherford
County, McGill, and BLE that they will require a background assessment of the groundwater quality in the
expansion area as a condition of the permitting process for Phase 2.
BLE prepared a work plan titled Work Plan for Groundwater Assessment - Background for the Phase 2
C&D Expansion Area (BLE Project No. J20-13675-04) to perform the required sampling, analysis, data
evaluation, and reporting for the background assessment and submitted the document to the SWS on January
16, 2020 (FID 1387733). The SWS approved the plan on January 17, 2020 (FID 1387736).
The SWS approved plan included two sampling events to be conducted 30 days apart. BLE conducted the
first sampling event in January 2020 and issued a report titled Report of Groundwater Assessment January
2020 dated February 7, 2020 (BLE Project No. J20-13675-04) to the SWS (FID 1389606). We concluded
that the laboratory and field analysis data collected during the January 2020 event did not provide evidence
that the groundwater in the Phase 2 area has been impacted by a contaminant release. Please refer to the data
in the January 2020 report for detailed results since they are not reproduced in this report of the February 2020
event.
This report documents the results and findings of the second sampling event conducted on February 26-27,
2020.
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1s 1m 1i
Report of Groundwater Assessment -- Phase 2 Expansion Area March 19, 2020
Rutherford County Landfill, North Carolina BLE Project No. J20-13675-04
2.0 SCOPE OF SERVICES PERFORMED
BLE personnel collected water levels from selected wells on February 26, 2020. The water level data is shown
on Table 1. A groundwater elevation map was prepared from the data (Figure 1).
BLE personnel conducted groundwater sampling of the eight (8) wells identified on the Tables 2 and 3 on
February 27, 2020. The wells were purged and sampled within 24 hours of purging. We attempted to purge
three (3) well volumes. Less than three well volumes were purged for low yield wells. Efforts were made to
reduce sample turbidity during sampling to reduce the potential for false -positive metals results. Sampling
logs were prepared for each well sampled (Appendix A).
BLE submitted the groundwater samples to a North Carolina certified laboratory (Pace Analytical
Services, Inc. — Columbia, SC) for analysis via laboratory courier. The laboratory performed the analyses
indicated on the matrix (Tables 2 and 3). Field parameters were measured in the field by BLE during
sampling and reported on the field sampling logs (Appendix A). The laboratory analysis reports are
included in Appendix B.
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Report of Groundwater Assessment -- Phase 2 Expansion Area March 19, 2020
Rutherford County Landfill, North Carolina BLE Project No. J20-13675-04
3.0 RESULTS
3.1 Groundwater Levels and Flow Direction
BLE prepared a groundwater elevation contour map for February 26, 2020 to illustrate groundwater flow
direction at the site (Figure 1). The data indicates that the groundwater flow direction in February 2020 is
consistent with that observed in November 2019 (shown in the work plan), during he first sampling event on
January 21, 2020, and is primarily southwesterly through the Phase 2 expansion area.
3.2 Laboratory Analyses
The laboratory and field analysis data has been summarized on Tables 4, 5, and 6. Table 4 summarizes the
volatile organic compound (VOC) results. Table 5 summarizes the inorganic and field parameter analyses.
Table 6 summarizes the total and dissolved metals analysis. The North Carolina Groundwater Quality
Standards (NC2L) promulgated in the North Carolina Rules for Environmental Management - Groundwater
Classification and Standards, [Rules] T15A NCAC 02L .0202 are included on the tables. The NC2L
groundwater standards (aka Maximum Contaminant Level [MCLs]) are utilized for regulatory compliance.
The North Carolina Interim Maximum Allowable Concentrations (IMACs) are also included on the summary
tables and are provided for reference only.
The VOC data on Table 4 indicates that no concentrations of Appendix 1I VOCs, tetrahydrofuran, or 1,4-
dioxane were detected in the groundwater samples.
The data on Table 5 indicates that none of the inorganic parameters analyzed in the laboratory exceed their
NC2L standards, if established. The field data indicates that the pH was outside the range of NC2L standard
limits of 6.5 to 8.5 in B-36 (6.22) and B-44 (6.31).
The total and dissolved metals data on Table 6 indicates that concentrations of two (2) metals (iron and
manganese) exceed their NC2L standards. Laboratory analyses detected concentrations of total iron in LFG-7
(400 µg/L). This detected concentration of total iron exceeded the applicable NC2L standard of 300 µg/L.
Laboratory analyses detected concentrations of total and dissolved manganese in B-44 (total 90 µg/L and
dissolved 85 µg/L). These detected concentrations of manganese exceed the applicable NC2L standard of 50
µto•
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Report of Groundwater Assessment -- Phase 2 Expansion Area March 19, 2020
Rutherford County Landfill, North Carolina BLE Project No. J20-13675-04
4.0 CONCLUSIONS AND RECOMMENDATIONS
4.1 Groundwater Levels and Flow Direction
The groundwater flow direction through the Phase 2 expansion area (Figure 1) appears similar to that
observed by BLE in November 2019, January 2020, and is also similar to that observed in the historical semi-
annual groundwater monitoring reports prepared by Scarlett Geophysical Consulting, P.C. (SGC). Copies of
the groundwater contour maps and summary tables from the SGC semi-annual reports for May 2018
(Appendix C), October 2018 (Appendix D), and May 2019 (Appendix E) are included for reference. Please
note that, to our knowledge, the October 2019 results have not been published. These documents were sourced
from facility records. These data include water levels for each event on the Summary of Monitoring Well
Data (Table 1) and the Groundwater Contour Map (Figure 2) of each resource. We conclude that the water
levels and groundwater flow direction in February 2020 are fundamentally consistent with those shown in the
work plan, historical observations, and are acceptable for execution of the plan without changes.
4.2 Laboratory Analyses
We conclude that the laboratory and field analysis data collected during the February 2020 event do not
provide evidence that the groundwater in the Phase 2 area has been impacted by a contaminant release. The
findings for each parameter are discussed below.
The carbon disulfide that was detected in B-42 (1.0 µg/L) in January 2020 was not detected during the second
sampling event in February 2020 (Table 5). We previously concluded that the detection of carbon disulfide
did not exceed the NC2L standard of 700 µg/L and was detected at the level of quantitation (LOQ) of 1.0 µg/L
for the laboratory analytical method. Therefore, it was possible that the result was a false positive.
Additionally, it was noted that concentrations of carbon disulfide are routinely detected as naturally occurring
compounds in groundwater sourced from the degradation of organic materials. Based on the data from the
January 2020 and February 2020 sampling events, we conclude that the groundwater in the Phase 2 expansion
area has not been impacted by a VOC release.
The pH field parameter was outside the range of NC2L standard limits of 6.5 to 8.5 in LFG-6 (6.48) and B-41
(6.20) in January 2020. However, the pH field parameter was inside the range of NC2L standard limits for
both wells in February 2020. The pH field parameter was outside the range of NC2L standard limits in B-36
(6.22) and B-44 (6.31) in February 2020 [Table 51. We conclude that the pH values for both events are typical
for the pH values observed in groundwater in the region. For example, the pH values observed during the last
three reported semi-annual sampling events and documented on the Ground and Surface Water Sampling Field
Data (Table 2) in Appendices C through D indicate that the pH values in the groundwater monitoring wells
range from 4.59 to 9.47. We conclude that the out of range pH values observed in LFG-6 and B-41 in January
2020 and in B-36 and B-44 in February 2020 are indicative of naturally occurring groundwater chemistry.
None of the other field or laboratory parameter results from February 2020 summarized on Table 5 provide
evidence of a contaminant release.
The metals iron and manganese exceed their NC2L standards at various sampling locations in the Phase 2
expansion area (Table 6). It's noted that the SWS's primary concern for potential contaminant impacts in the
Phase 2 area was related to the disposal (and subsequent remediation by removal) of alum sludge. We
understand that concentrations of aluminum have been detected in groundwater monitoring MW-14 and MW-
15 which have been suspected of being sourced from the sludge. It's noted that the SWS has not established a
groundwater standard for aluminum (Table 6).
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1s 1m 1i
Report of Groundwater Assessment -- Phase 2 Expansion Area March 19, 2020
Rutherford County Landfill, North Carolina BLE Project No. J20-13675-04
Summary tables of metals detected in groundwater are included in the historical semi-annual groundwater
monitoring reports prepared by SGC. Those metals data include Tables 3, 5, 6, 11, 12, & 17 from May 2018
(Appendix C), Tables 3, 5, 6, 7, 12, & 17 from October 2018 (Appendix D), and Tables 3, 5, 6, 11, 12, & 17
from May 2019 (Appendix E).
These historical data indicate that concentrations of metals have been detected in the facility groundwater
monitoring network which are similar to that observed in the Phase 2 expansion area. Specifically, the
concentrations of iron and manganese observed in the eight (8) wells sampled in the Phase 2 area appear to
be in the range of the concentrations observed in the facility monitoring network where no release of metals
has been documented. Additionally, the concentrations of aluminum observed in the Phase 2 area are much
lower than those observed in MW-14 and NM-15 in May 2018 (Appendix C). We conclude that the data
from the January 2020 and February 2020 groundwater sampling events do not indicate that there has been a
release of metals in the Phase 2 expansion area.
The completion of the January 2020 and February 2020 sampling events and the reporting of the results fulfill
the requirements of the SWS approved work plan. We recommend that the design and permitting efforts for
the Phase 2 expansion continue as planned. We request that the SWS provide written review comments on
both reports consisting of concurrence of the fmdings therein, if in agreement.
5.0 QUALIFICATIONS OF REPORT
The activities and evaluative approaches used in this assessment are consistent with those normally employed
in hydrogeological and environmental assessments of this type. Our evaluation of site conditions has been
based on our understanding of the site and project information and the data obtained in our assessment.
This report has been prepared on behalf of and exclusively for the use of Rutherford County, North Carolina.
This report and the findings contained herein shall not, in whole or in part, be used or relied upon by any other
party (excluding the SWS) without BLE's prior written consent.
6.0 CLOSING
We appreciate the opportunity to be of service to Rutherford County. Please contact us at [phone] if
you have any questions or comments.
5 of 5

Tables

Table 1
Groundwater Elevations and Well Data
Phase 2 C&D Expansion Area
Rutherford County Landfill
Rutherfordton, North Carolina
Permit No. 8103-CDLF-2002
BLE Project No. J20-13675-04
Wen
Well
Location
Northing
(feet)
Easting
(feet)
Lat. North
(dd)
Long. West
(dd)
Top Casing
Elevation
Gad. Surface
Elevation
Depth to GW
(feet - bloc)
Groundwater
Elevation
Screen
Depth (bgs)
Screen
Elevation
Well Total Well
Monitors Depth (bgs)
Top of Rock Top of
Depth (bgs) Rock Elev.
MW-1
Outside
596,114.73
1,120,714.40
35.35204161
-81.94932162
1,007.76
1,006.05
51.90
955.86
35.5 - 45.5
970.5 - 960.5
Soil/PWR
45.5
45.5
960.5
MW-2
Outside
596,355.31
1,119,904.89
35.35263626
-81.95205930
994.86
994.47
34.10
960.76
50.0 - 60.0
944.5 - 934.5
Soil
60.0
NE
NE
MW-3
Outside
DNA
DNA
DNA
DNA
860.28
859.62
NM
NM
37.0 - 47.0
822.6 - 812.6
Soil
47.0
NE
NE
MW4
Outside
DNA
DNA
DNA
DNA
851.03
849.72
NM
NM
40.0 - 50.0
809.7 - 799.7
Soil
50.0
NE
NE
MW-5
Outside
DNA
DNA
DNA
DNA
DNA
DNA
NM
NM
DNA - DNA
DNA - DNA
DNA
DNA
DNA
DNA
MW-6
Outside
DNA
DNA
DNA
DNA
834.90
833.43
NM
NM
22.5 - 37.5
810.9 - 795.9
Soil/PWR
37.5
38.0
795.4
MW-7
Outside
DNA
DNA
DNA
DNA
892.70
890.51
NM
NM
39.0 - 54.0
851.5 - 836.5
PWR/BR
54.0
30.0
860.5
MW-8
Outside
DNA
DNA
DNA
DNA
860.31
857.86
NM
NM
29.5 - 44.5
828.4 813.4
Soil
44.5
NE
NE
MW-9
Outside
DNA
DNA
DNA
DNA
867.25
864.97
NM
NM
22.5 - 37.5
842.5 - 827.5
Soil
37.5
NE
NE
MW-10A
Outside
DNA
DNA
DNA
DNA
837.23
834.73
NM
NM
91.0 - 101.0
743.7 - 733.7
BR
101.0
39.0
795.7
MW-10B
Outside
DNA
DNA
DNA
DNA
836.15
834.50
NM
NM
32.0 - 37.0
802.5 - 797.5
Soil/PWR
37.0
39.0
795.5
MW-10C
Outside
DNA
DNA
DNA
DNA
836.19
834.50
NM
NM
11.0 - 16.0
823.5 - 818.5
Soil
16.0
39.0
795.5
MW-lOD
Outside
DNA
DNA
DNA
DNA
837.23
834.73
NM
NM
56.0 - 66.0
778.7 768.7
BR
66.0
39.0
795.7
MW-11A
Outside
DNA
DNA
DNA
DNA
817.18
815.39
NM
NM
35.0 - 45.0
780.4 - 770.4
PWR/BR
45.0
36.0
779.4
MW-11B
Outside
DNA
DNA
DNA
DNA
817.72
816.32
NM
NM
10.0 - 20.0
806.3 796.3
Soil
20.0
36.0
780.3
MW-12 (B-22)
Outside
DNA
DNA
DNA
DNA
886.68
884.33
NM
NM
35.5 - 45.5
848.8 - 838.8
Soil/PWR
45.5
45.5
838.8
MW-13 (B-6)
Outside
594,988.71
1,120,032.88
35.34889347
-81.95149400
962.47
960.35
76.55
885.92
73.0 - 88.0
887.3 - 872.3
BR
88.0
65.0
895.3
MW-14
Outside
595,446.06
1,118,985.16
35.35006391
-81.95505174
868.94
866.54
19.20
849.74
17.4 - 32.4
849.1 - 834.1
DNA
32.4
DNA
DNA
MW-15 (B-29)
Outside
595,672.95
1,118,986.20
35.35068714
-81.95507090
889.13
887.52
25.45
863.68
28.0 - 38.0
859.5 - 849.5
BR
38.0
26.0
861.5
LFG-6(B-13)
Inside
595,955.90
1,119,501.27
35.35150632
-81.95337249
941.81
939.68
16.70
925.11
21.0 - 31.0
918.7 - 908.7
BR
31.0
1.0
938.7
LFG-7 (B-17)
Inside
596,091.76
1,119,401.05
35.35187127
-81.95372202
963.14
960.89
34.30
928.84
40.0 - 50.0
920.9 - 910.9
BR
50.0
34.0
926.9
LFG-8 (B-12S)
Outside
596,098.89
1,120,135.92
35.35195090
-81.95125927
972.53
970.56
19.40
953.13
23.0 - 33.0
947.6 - 937.6
Soil
33.0
NE
NE
LFG-8A(B-12D)
Outside
596,099.74
1,120,129.76
35.35195271
-81.95128000
972.23
971.12
12.70
959.53
94.0 - 104.0
877.1 - 867.1
BR
104.0
74.0
897.1
LFG-9
Outside
596,979.03
1,120,087.63
35.35436417
-81.95150888
992.20
988.32
DRY
DRY
DNA - DNA
DNA - DNA
DNA
DNA
DNA
DNA
LFG-10
Outside
596,108.37
1,120,128.56
35.35197633
-81.95128489
975.07
971.36
DRY
DRY
DNA - DNA
DNA - DNA
DNA
DNA
DNA
DNA
LFG-II
Outside
596,417.18
1,119,314.26
35.35275789
-81.95404542
980.37
977.53
DRY
DRY
DNA - DNA
DNA - DNA
DNA
DNA
DNA
DNA
PZ-A
Outside
DNA
DNA
DNA
DNA
DNA
DNA
NM
NM
DNA - DNA
DNA - DNA
DNA
DNA
DNA
DNA
PZ-B
Outside
DNA
DNA
DNA
DNA
DNA
DNA
NM
NM
DNA - DNA
DNA - DNA
DNA
DNA
DNA
DNA
B-1
Outside
DNA
DNA
DNA
DNA
1,049.56
1,047.38
NM
NM
68.0 - 78.0
979.4 - 969.4
BR
78.0
42.0
1,005.4
B-2
Outside
DNA
DNA
DNA
DNA
1,007.84
1,005.62
NM
NM
55.0 - 65.0
950.6 - 940.6
PWR
65.0
NE
NE
B-3
Outside
DNA
DNA
DNA
DNA
964.99
961.74
NM
NM
58.0 - 68.0
903.7 - 893.7
PWR
68.5
68.5
893.2
B-4
Outside
DNA
DNA
DNA
DNA
989.58
987.89
NM
NM
65.0 - 75.0
922.9 - 912.9
PWR
75.0
NE
NE
B-5S
Outside
595,535.35
1,120,260.97
35.35041341
-81.95078391
928.29
926.87
11.11
917.18
18.0 - 28.0
908.9 - 898.9
Soil
28.0
NE
NE
B-51)
Outside
595,537.71
1,120,255.16
35.35041939
-81.95080362
929.48
927.07
11.30
918.18
41.0 - 51.0
886.1 876.1
BR
51.0
34.0
893.1
B-7
Outside
DNA
DNA
DNA
DNA
929.94
927.41
NM
NM
57.0 - 67.0
870.4 - 860.4
PWR/BR
65.0
65.0
862.4
B-8
Outside
DNA
DNA
DNA
DNA
918.95
916.46
NM
NM
58.0 - 68.0
858.5 - 848.5
Soil
74.0
74.0
842.5
B-9S
Outside
DNA
DNA
DNA
DNA
862.07
860.05
NM
NM
20.0 - 30.0
840.1 - 830.1
Soil
43.6
43.6
816.5
B-913
Outside
DNA
DNA
DNA
DNA
862.12
860.18
NM
NM
61.0 - 71.0
799.2 789.2
BR
72.0
43.5
816.7
B-10
Outside
596,444.04
1,120,317.76
35.35291367
-81.95068409
1,021.02
1,018.72
55.89
965.13
70.0 - 80.0
948.7 - 938.7
BR
80.0
48.5
970.2
B-11
Outside
DNA
DNA
DNA
DNA
1,016.01
1,015.07
NM
NM
50.0 - 60.0
965.1 955.1
PWR
60.0
NE
NE
B-14
Outside
DNA
DNA
DNA
DNA
972.50
971.17
NM
NM
21.0 - 100.0
950.2 - 871.2
Open BR
100.0
21.0
950.2
B-15
Outside
DNA
DNA
DNA
DNA
899.84
897.55
NM
NM
24.0 - 34.0
873.6 - 863.6
BR
34.0
11.0
886.6
B-16S
Outside
595,956.62
1,118,692.59
35.35144218
-81.95608345
857.04
854.96
11.00
846.04
18.0 - 28.0
837.0 - 827.0
Soil
28.0
28.0
827.0
B-16D
Outside
595,950.84
1,118,692.17
35.35142627
-81.95608429
856.95
854.97
10.72
846.23
42.0 - 52.0
813.0 - 803.0
BR
52.0
34.0
821.0
B-19
Outside
596,711.81
1,119,761.02
35.35360358
-81.95257715
962.02
959.99
14.00
948.02
48.0 - 58.0
912.0 - 902.0
Soil
65.0
65.0
895.0
B-20
Outside
596,020.52
1,119,045.38
35.35164654
81.95490720
899.56
897.60
23.31
876.25
23.0 - 33.0
874.6 - 864.6
Soil/PWR/BR
33.0
27.0
870.6
B-21
Outside
DNA
DNA
DNA
DNA
932.22
930.04
NM
NM
40.0 - 50.0
890.0 - 880.0
BR
50.0
5.0
925.0
B-23
Outside
595,969.15
1,120,391.19
35.35161542
-81.95039060
1,001.66
999.37
50.60
951.06
61.0 - 71.0
938.4 - 928.4
Soil/PWR
73.6
73.6
925.8
B-24
Outside
DNA
DNA
DNA
DNA
1,047.64
1,045.54
NM
NM
61.0 - 71.0
984.5 - 974.5
BR
71.0
40.5
1,005.0
B-25
Outside
DNA
DNA
DNA
DNA
954.41
951.46
NM
NM
40.0 - 50.0
911.5 - 901.5
Soil/PWR
50.0
50.0
901.5
B-26S
Outside
597,214.05
1,119,896.59
35.35499400
-81.95217277
949.55
947.63
11.00
938.55
25.0 - 35.0
922.6 - 912.6
Soil
35.0
NE
NE
B-26D
Outside
597,207.53
1,119,892.86
35.35497579
-81.95218462
949.85
947.52
12.05
937.80
76.0 - 86.0
871.5 - 861.5
BR
86.0
54.0
893.5
B-27
Outside
DNA
DNA
DNA
DNA
929.27
927.96
NM
NM
5.0 - 7.0
923.0 - 921.0
Soil
7.0
NE
NE
B-28
Outside
DNA
DNA
DNA
DNA
858.16
857.31
NM
NM
2.0 - 4.0
855.3 - 853.3
Soil
4.0
NE
NE
B-29
Outside
DNA
DNA
DNA
DNA
889.54
887.58
NM
NM
28.0 - 38.0
859.6 - 849.6
BR
40.0
26.0
861.6
B-30S
Outside
DNA
DNA
DNA
DNA
896.62
894.78
NM
NM
13.0 - 23.0
881.8 - 871.8
Soil
23.0
NE
NE
B-30D
Outside
DNA
DNA
DNA
DNA
896.54
894.69
NM
NM
30.0 - 40.0
864.7 - 854.7
BR
72.0
24.0
870.7
B-31
Outside
596,878.95
1,120,001.94
35.35408229
-81.95178619
1,002.65
1,000.80
46.31
956.34
61.0 - 71.0
939.8 - 929.8
PWR
72.0
72.0
928.8
B-32
Outside
DNA
DNA
DNA
DNA
978.51
975.98
NM
NM
63.0 - 73.0
913.0 - 903.0
BR
73.0
53.6
922.4
B-33
Inside
DNA
DNA
DNA
DNA
924.80
923.48
NM
NM
14.0 - 24.0
909.5 - 899.5
Soil/PWR
24.0
24.0
899.5
B-34
Outside
DNA
DNA
DNA
DNA
929.79
928.61
NM
NM
57.0 - 67.0
871.6 - 861.6
BR
67.0
40.0
888.6
B-35
Outside
596,673.92
1,119,491.24
35.35347748
-81.95347777
958.54
957.29
31.70
926.84
50.0 - 60.0
907.3 - 897.3
PWR
60.0
60.0
897.3
B-36
Inside
5D84A.29
,1N.63
35.35121025
895248148
5
.7
4
3M
29
20
15.5
929.746
B-37
Outside
N
DNA
DNA
8.33
91
NM
38.4.00 8
850.8 840.
U
13.0
835.8
B-38
Outside
DNA
DNA
DNA
DNA
847.24
845.20
NM
NM
4.5 6.5
840.7 838.7
Soil
6.5
NE
NE
Piezometers B40S/40D through B-44 installed by BLE
B-00S
Inside
595,833.87
1,119,297.50
35.35115453
-81.95404340
915.44
912.40
23.65
891.79
35.8 - 45.8
876.6 - 866.6
BR
46.0
26.0
886.4
B-40D
Inside
595,840.93
1,119,293.66
35.35117361
-81.95405700
915.65
912.92
25.25
890.40
65.8 - 75.8
847.1 - 837.1
BR
76.0
26.0
886.9
B-41
Inside
595,739.81
1,119,415.19
35.35090584
-81.95363951
917.94
914.81
18.44
899.50
24.8 - 34.8
890.0 - 880.0
BR
35.0
22.0
892.8
B-42
Inside
596,039.12
1,119,652.32
35.35174724
-81.95287"
948.78
945.47
14.80
933.98
33.8 - 43.8
911.7 - 901.7
BR
44.0
18.5
927.0
B-44
Inside
595,922.12 1,119,897.37
35.35144591
-81.95204131
955.13
952.21
18.70
936.43
28.8 - 38.8
923.4 913.4
PWR 39.0
39.0 913.2
Notes:
All survey data in RED provided by McGill Associates, all units in feet.
All values shown to the nearest 0.1-ft have been rounded.
All wells installed by Others unless noted otherwise.
Inside = Within or near the boundary of the Phase 2 area
Outside = Outside the boundary of the Phase 2 area
Water levels in BLUE measured on 2/26/2020 by BLE
NM = Not measured
bgs = below ground surface
bloc = below top of casing
Soil =
Soil
PWR
= Partially Weathered Rock
BR =
Bedrock
DNA
= Data Not Available
NE =
Assumed Not Encountered
Well Sampled February 27, 2020
Prepared by: IA1
Table 1 GWM Fe62020 of Tables RCLF Background Feb2020.xlsx Checked by: AWA

Table 2
Background Sampling Matrix -- Water Quality
Phase 2 C&D Expansion Area
Rutherford County Landfill
Rutherfordton, North Carolina
Permit No. 8103-CDLF-2002
BLE Project No. J20-13675-04
2 Events
Station ID
App II VOCs
EPA 8260D
Tetrahydrofuran
EPA 8260D
1,4-Dioxane
EPA 8260D SIM
Total Metals*
Methods 6020B &
7470A
Dissolved Metals*
Methods 6020B &
7470A
Alkalinity
SM 2320B
Chloride
9056A
Sulfate
9056A
Total Dissolved
Solids
SM 2540C-2011
pH
Field
Sp. Cond.
Field
Temp.
Field
B-13 (LFG-6)
X
X
X
X
X
X
X
X
X
X
X
X
B-17 (LFG-7)
X
X
X
X
X
X
X
X
X
X
X
X
B-36
X
X
X
X
X
X
X
X
X
X
X
X
B40S
X
X
X
X
X
X
X
X
X
X
X
X
B-40D
X
X
X
X
X
X
X
X
X
X
X
X
B-41
X
X
X
X
X
X
X
X
X
X
X
X
B-42
X
X
X
X
X
X
X
X
X
X
X
X
B-44
X
X
X
X
X
X
X
X
X
X
X
X
Notes:
* See Table 3 for list of metals
Prepared by: AWA
Checked by: MSP
T2 Sampling Matrix of Tables RCLF Background Feb2020.xlsx

Table 3
Metals List - Background Sampling
Phase 2 C&D Expansion Area
Rutherford County Landfill
Rutherfordton, North Carolina
Permit No. 8103-CDLF-2002
BLE Project No. J20-13675-04
Metals
Total Aluminum (Al)
Total Lead (Ph)
Dissolved Aluminum (Al)
Dissolved Lead (Pb)
Total Antimony (Sb)
Total Manganese (Mn)
Dissolved Antimony (Sb)
Dissolved Manganese (Mn)
Total Arsenic (As)
Total Mercury (Hg)
Dissolved Arsenic (As)
Dissolved Mercury (Hg)
Total Barium (Ba)
Total Nickel (Ni)
Dissolved Barium (Ba)
Total Beryllium (Be)
Dissolved Beryllium (Be)
Dissolved Nickel (Ni)
Total Selenium (Se)
Dissolved Selenium (Se)
Total Cadmium (Cd)
Total Silver (Ag)
Dissolved Cadmium (Cd)
Dissolved Silver (Ag)
Total Chromium (Cr)
Total Thallium (Tl)
Dissolved Chromium (Cr)
Dissolved Thallium (Tl)
Total Cobalt (Co)
Total Vanadium (V)
Dissolved Cobalt (Co)
Dissolved Vanadium (V)
Total Copper (Cu)
Total Zinc (Zn)
Dissolved Copper (Cu)
Dissolved Zinc (Zn)
Total Iron (Fe)
Dissolved Iron (Fe)
Notes•
Dissolved metals will be laboratory filtered.
Prepared by: AWA
Checked by: MSP
T3 Metals List of Tables RCLF Background Feb202O.xlsx

Table 4
Volatile Organic Compounds (VOC) Data (February 2020)
Phase 2 C&D Expansion Area
Rutherford County Landfill
Rutherfordton, North Carolina
Permit No. 8103-CDLF-2002
BLE Project No. J20-13675-04
Sampled by BLE on February 27, 2020
(Pace Project VB28067)
COMPOUND
UNITS
LOQ
DL
MCL
LFG-6 (B-13)
LFG-7 (B-17)
B-36
B-40S
B-40D
B-41
B-42
B-44
Carbon Disulfide
µg/1
1.0
0.40
700
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
All Other Appendix II VOCs
µg/1
V
V
V
ND
ND
ND
ND
ND
ND
ND
ND
Tetrahydrofuran
µg/1
5.0
1.0
NE
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1,4-Dioxane
µg/1
1 3.0
1 1.0
3.0
1 <1.0
<1.0
I <1.0
<1.0
I <1.0
I <1.0
I <1.0
I <1.0
Notes:
LOQ = Level of Quantitation
DL = Detection Limit
MCL = Maximum Contaminant Level, as established in the NCDENR Classifications of Water Quality Standards Applicable
to Groundwaters of North Carolina, Section 15A NCAC 2L.202. Effective April 1, 2013
Table 4 VOCs (Feb202O) of Tables RCLF Background Feb202O.xlsx
ND = Not Detected
NE = Not Established; North Carolina has not established a MCL
V = Variable
Samples collected by BLE on February 27, 2020
Analysis by EPA Method 8260D and 8260D (SIM)
Prepared by: IAI
Checked by: AWA

Table 5
Alkalinity, Chloride, Sulfate, Total Dissolved Solids, & Field Parameters (February 2020)
Phase 2 C&D Expansion Area
Rutherford County Landfill
Rutherfordton, North Carolina
Permit No. 8103-CDLF-2002
BLE Project No. J20-13675-04
Sampled by BLE on February 27, 2020 (Pace Project V1328067)
CLASS -- COMPOUND
Method
UNITS
LOQ
DL
MCL
LFG-6 (B-13)
LFG-7 (B-17)
B-36
B-40S
B-40D
B-41
B-42
B-44
Alkalinity
SM 2320B
mg/L
20
20
NE
32
<20
<20
35
99
27
65
20
Chloride
9056A
mg/L
1.0
0.20
250
1.8
4.0
3.4
2.6
2.3
2.4
2.2
2.4
Sulfate
9056A
mg/L
1.0
0.20
250
<0.20
0.70 J
<0.20
5.6
5.5
12
12
<0.20
Total Dissolved Solids
SM 2540C-2011
mg/L
25
25
500
58
67
<25
50
110
53
97
30
pH
Field
SU
NA
NA
6.5 to 8.5
6.65
7.89
6.22
6.75
7.21
6.74
7.00
6.31
Specific Conductivity
Field
µmhos/cm
NA
NA
NE
73.6
40.7
51.7
123.6
251.2
131.2
100.7
80.7
Temperature
Field
°C
NA
NA
NE
15.6
14.5
15.6
15.5
14.3
14.6
15.9
16.9
Notes:
MCL = Maximum Contaminant Level, as established in the NCDENR Classifications of Water Quality Standards Applicable
to Groundwaters of North Carolina, Section 15A NCAC 2L.202. Effective April 1, 2013
Yellow shaded cells indicate exceedance of MCL.
LOQ = Level of Quantitation
DL = Detection Limit
NA = Not Applicable
NE = Not Established; North Carolina has not established a MCL
Table 5 Inorgan (Feb202O) of Tables RCLF Background Feb2020.x1sx
Prepared by: IAI
Checked by: AWA

Table 6
Total & Dissolved Metals Data (February 2020)
Phase 2 C&D Expansion Area
Rutherford County Landfill
Rutherfordton, North Carolina
Permit No. 8103-CDLF-2002
BLE Project No. J20-13675-04
Sampled by BLE on February 27, 2020
(Pace Project VB28067)
TEST
UNITS
LOQ
DL
MCL
LFG-6 (B-13)
LFG-7 (B-17)
B-36
B-40S
B-40D
B-41
B-42
B-44
Total Aluminum (Al)
µg/1
40
10
NE
51
310
24 J
61
86
150
340
80
Dissolved Aluminum (Al)
µg/1
40
10
NE
36 J
30 J
12 J
<10
<10
101
24 J
<10
Total Antimony (Sb)
µg/1
2.0
0.50
1(i)
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
0.54 J
<0.50
Dissolved Antimony (Sb)
µg/l
2.0
0.50
1(i)
1 <0.50
<0.50
<0.50
<0.50
<0.50
<0.50
0.68 J
<0.50
Total Arsenic (As)
µg/1
2.0
1.3
10
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Dissolved Arsenic (As)
µg/1
2.0
1.3
10
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Total Barium (Ba)
µg/l
5.0
1.3
700
9.8
4.7 J
54
39
13
52
21
46
Dissolved Barium (Ba)
µg/1
5.0
1.3
700
9.3
2.3 J
54
38
12
49
16
44
Total Beryllium (Be)
µg/1
0.40
0.15
4(i)
1 <0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
Dissolved Beryllium (Be)
µg/1
0.40
0.15
4(i)
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
Total Cadmium (Cd)
µg/1
0.50
0.13
2
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
Dissolved Cadmium (Cd)
µg/1
0.50
0.13
2
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
<0.13
Total Chromium (Cr)
11g/1
5.0
1.3
10
<1.3
1.6 J
<1.3
<1.3
<1.3
1.4 J
<1.3
<1.3
Dissolved Chromium (Cr)
µg/1
5.0
1.3
10
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Total Cobalt (Co)
µg/1
5.0
1.3
1(i)
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
1.5 J
Dissolved Cobalt (Co)
µg/1
5.0
1.3
1(i)
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
1.3 J
Total Copper (Cu)
µg/l
5.0
1.3
1,000
<1.3
2.5 J
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Dissolved Copper (Cu)
µg/1
5.0
1.3
1,000
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Total Iron (Fe)
µg/1
50
13
300
1 38 J
400
19 J
84
130
210
290
120
Dissolved Iron (Fe)
µg/1
50
13
300
21 J
20 J
<13
13 J
57
28 J
34 J
<13
Total Lead (Pb)
µg/1
1.0
0.25
15
<0.25
0.63 J
<0.25
<0.25
<0.25
<0.25
0.32 J
<0.25
Dissolved Lead (Pb)
µg/1
1.0
0.25
15
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
Total Manganese (Mn)
µg/1
5.0
1.3
50
<1.3
6.6
7.8
30
26
35
11
90
Dissolved Manganese (Mn)
µg/1
5.0
1.3
50
1 <1.3
<1.3
6.5
29
22
32
2.1 J
85
Total Mercury (Hg)
µg/1
0.20
0.091
1
<0.091
<0.091
<0.091
0.12 J
0.16 J
<0.091
<0.091
<0.091
Dissolved Mercury (Hg)
µg/1
0.20
0.091
1
<0.091
0.1 J
0.14 J
<0.091
0.11 J
<0.091
<0.091
<0.091
Total Nickel (Ni)
µg/l
5.0
1.3
100
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Dissolved Nickel (Ni)
µg/1
5.0
1.3
100
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Total Selenium (Se)
µg/1
5.0
1.3
20
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Dissolved Selenium (Se)
µg/1
5.0
1.3
20
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Total Silver (Ag)
µg/1
1.0
1 0.25
20
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
Dissolved Silver (Ag)
µg/1
1.0
0.25
20
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
<0.25
Total Thallium (Tl)
µg/1
0.50
0.15
0.2(i)
1 <0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
Dissolved Thallium (Tl)
µg/1
0.50
0.15
0.2(i)
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
Total Vanadium (V)
µg/1
5.0
2.5
0.3(i)
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
2.6 J
<2.5
Dissolved Vanadium (V)
µg/1
5.0
2.5
0.3(i)
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
<1.3
<2.5
Total Zinc (Zn)
µg/l
10
2.5
1 1,000
2.8 J
8.0 J
2.7 J
<2.5
3.3 J
2.6 J
3.5 J
<2.5
Dissolved Zinc (Zn)
µg/1
10
2.5
1 1,000
1 <2.5
4.8 J
<2.5
<2.5
<2.5
1 <2.5
1 <2.5
<2.5
Notes:
MCL = Maximum Contaminant Level, as established in the NCDENR Classifications of Water Quality Standards Applicable
to Groundwaters of North Carolina, Section 15A NCAC 2L.202. Effective April 1, 2013
Yellow shaded cells indicate exceedance of MCL.
Refer to the laboratory data sheets for detected concentrations which are J values (estimated values above DL but below LOQ).
(i) = Interim Maximum Allowable Concentrations (IMACs) April 6, 2018 - Non Regulatory (Reference Only)
LOQ = Level of Quantitation
DL = Detection Limit
NE = Not Established; North Carolina has not established a MCL
Analysis by EPA Methods 6020B & 7470A
Prepared by: IAI
Checked by: AWA
Table 6 Metals (Feb202O) of Tables RCLF Background Feb202O.xlsx

Figures

I -0-
m
1,If74 3nr3tills �E=A
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ATE: 3-16-20
AD FILE: RCLFFEB2020-04WTM
JOB NO: J20-13675-04
0
-0-
APPROXIMATE FACILITY LIMITS
9.5XILFG-
�� II I Il°
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MONITORING LOCATION LEGEND
♦
LFG-9
LANDFILL GAS MONITORING WELL, SURVEYED BY MCGILL ASSOCIATES, 12/17/19
A
LFG-5
LANDFILL GAS MONITORING WELL, APPROXIMATE LOCATION
0
MW-8
GROUNDWATER MONITORING WELL, APPROXIMATE LOCATION
MW-1
GROUNDWATER MONITORING WELL, SURVEYED BY MCGILL ASSOCIATES, 12/17/19
®
B-18
BORING, APPROXIMATE LOCATION
R-47
BORING, SURVEYED BY MCGILL ASSOCIATES, 12/17/19
SURFACE WATER SAMPLING LOCATION, APPROXIMATE
•
B-41
PIEZOMETER, SURVEYED BY MCGILL ASSOCIATES, 12/17/19
O
B-15
PIEZOMETER LOCATION, APPROXIMATE
LFG-8A*
IGNORED FOR CONTOURING PURPOSES. WELL REPRESENTS UNIQUE
HYDROGEOLOGIC CONDITIONS
TOPOGRAPHIC &GEOLOGIC LEGEND
EXISTING 2' CONTOUR - LIDAR/ALS/MCGILL
EXISTING 10' CONTOUR - LIDAR/ALS/MCGILL
900 POTENTIOMETRIC SURFACE CONTOUR LINE (Cl = 10')
956.32 WATER ELEVATIONS IN BLUE COLLECTED BY BLE ON FEBRUARY 26, 2020
f — — — — — GROUNDWATER FLOW DIRECTION
B-10 \
B-24 \�
:
NOTE:
APPROXIMATE LANDFILL GAS AND GROUNDWATER MONITORING WELLS,
o� o APPROXIMATE BORINGS, AND APPROXIMATE SURFACE WATER SAMPLING
LOCATIONS ALL PROVIDED BY ODOM ENGINEERING
EXISTING ANIMAL
,o
SHELTER FACILITY
B-24
� f GENERAL MAP REFERENCE
is IM IM
BUNNELL
LAMMONS
ENGINEERING
6004 Ponders Court, Greenville, SC 29615
Phone: (864) 2BB-1265 Fax: (864) 2BB-4430
LAUREL HILL DRIVE
0
200 100 0 200 400
APPROXIMATE SCALE IN FEET
GROUNDWATER ELEVATION CONTOUR MAP (FEBRUARY 26, 2020)
RUTHERFORD COUNTY LANDFILL
RUTHERFORDTON, NORTH CAROLINA
FIGURE NO.
1

APPENDIX A
FIELD SAMPLING LOGS

it L IMM
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
941.81
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
2.13
Well ID #:
LFG-6 (B-13)
Land Surface Elevation (ft msl):
939.68
Downgradient:
Screened Interval (ft bgs):
21.0 - 31.0
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
Yes
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
33.13
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
16.70
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
16.43
Well Yield (subjective):
Low
1 Casing Volume in gallons (CV) = LWC x 0.17 =
2.79
Sample Date and Time:
Sampled at 1130 on 2/27//2020
Standard Evacuation Volume (3 casing volumes) =
8.38
Remarks: Dry at 5.0 gallons of water removed.
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
3.0 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 3.0
Sample
Time (military)
1623
1630
1130
pH (S.U.)
7.62
6.95
6.65
Sp. Cond. (umhos/cm)
72.29
73.25
73.62
Water Temp. (°C)
15.5
1 15.2
1
1
1
1 15.6
Turbidity (NTU)
39.6
19.7
15.2
COMMENTS/OBSERVATIONS:

it Im
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
963.14
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
2.25
Well ID #:
LFG-7 (B-17)
Land Surface Elevation (ft msl):
960.89
Downgradient:
Screened Interval (ft bgs):
40.0 - 50.0
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
Yes
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
52.25
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
34.80
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
17.45
Well Yield (subjective):
Low
1 Casing Volume in gallons (CV) = LWC x 0.17 =
2.97
Sample Date and Time:
Sampled at 1110 on 2/27/2020
Standard Evacuation Volume (3 casing volumes) =
8.90
Remarks: Dry at 8.0 gallons of water removed.
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
8.0 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 3.0 6.0
Sample
Time (military)
1608
1613
1618
1110
pH (S.U.)
7.83
7.70
7.89
7.89
Sp. Cond. (umhos/cm)
87.53
51.72
52.31
40.72
Water Temp. (°C)
15.5
1 16.3
1 16.4
1
1
1 14.5
Turbidity (NTU)
45.9
23.7
23.8
15.8
COMMENTS/OBSERVATIONS:

it L IMM
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
948.12
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
2.97
Well ID #:
B-36
Land Surface Elevation (ft msl):
945.15
Downgradient:
Screened Interval (ft bgs):
22.0 - 32.0
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
No
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
34.97
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
14.35
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
20.62
Well Yield (subjective):
Low
1 Casing Volume in gallons (CV) = LWC x 0.17 =
3.51
Sample Date and Time:
Sampled at 950 on 2/27/2020
Standard Evacuation Volume (3 casing volumes) =
10.52
Remarks:
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
10.5 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 3.5 7.0
10.5
Sample
Time (military)
1510
1513
1517
1520
950
pH (S.U.)
6.27
6.21
6.30
6.01
6.22
Sp. Cond. (umhos/cm)
64.98
56.10
54.71
54.66
51.73
Water Temp. (°C)
15.7
1 15.3
1 15.9
1 15.9
1
1 15.6
Turbidity (NTU)
130
20.1
12.4
10.3
11.5
COMMENTS/OBSERVATIONS:

It Im
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
915.44
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
3.04
Well ID #:
B-40S
Land Surface Elevation (ft msl):
912.40
Downgradient:
Screened Interval (ft bgs):
35.8 - 45.8
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
No
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
48.84
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
23.65
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
25.19
Well Yield (subjective):
Low
1 Casing Volume in gallons (CV) = LWC x 0.17 =
4.28
Sample Date and Time:
Sampled at 920 on 2/27/2020
Standard Evacuation Volume (3 casing volumes) =
12.85
Remarks: Dry at 8.0 gallons of water removed
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
8.0 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 4.5 8.0
Sample
Time (military)
1420
1422
1424
920
pH (S.U.)
6.39
6.60
6.63
6.75
Sp. Cond. (umhos/cm)
130.3
121.3
123.2
123.6
Water Temp. (°C)
16.4
1 16.2
1 16.4
1
1
1 15.5
Turbidity (NTU)
327
725
103.7
22.7
COMMENTS/OBSERVATIONS:

it L IMM
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
915.65
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
2.73
Well ID #:
B-40D
Land Surface Elevation (ft msl):
912.92
Downgradient:
Screened Interval (ft bgs):
65.8 - 75.8
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
No
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
78.53
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
25.25
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
53.28
Well Yield (subjective):
Low
1 Casing Volume in gallons (CV) = LWC x 0.17 =
9.06
Sample Date and Time:
Sampled at 900 on 2/27/2020
Standard Evacuation Volume (3 casing volumes) =
27.17
Remarks: Dry at 19.0 gallons of water removed
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
19.0 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 9.5 19
Sample
Time (military)
1410
1413
1416
900
pH (S.U.)
7.06
6.83
7.03
7.21
Sp. Cond. (umhos/cm)
366.4
259.3
255.3
251.2
Water Temp. (°C)
15.4
1 15.3
1 15.5
1
1
1 14.3
Turbidity (NTU)
10.3
329
74.1
11.6
COMMENTS/OBSERVATIONS:

it L IMM
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
917.94
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
3.13
Well ID #:
B-41
Land Surface Elevation (ft msl):
914.81
Downgradient:
Screened Interval (ft bgs):
24.8 - 34.8
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
No
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
37.93
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
18.44
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
19.49
Well Yield (subjective):
Intermediate
1 Casing Volume in gallons (CV) = LWC x 0.17 =
3.31
Sample Date and Time:
Sampled at 934 on 2/27/2020
Standard Evacuation Volume (3 casing volumes) =
9.94
Remarks:
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
10.5 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 3.5 7.0
10.5
Sample
Time (military)
1440
1444
1448
1453
934
pH (S.U.)
6.81
6.27
6.17
6.23
6.74
Sp. Cond. (umhos/cm)
146.1
128.7
125.1
119.7
131.2
Water Temp. (°C)
15.9
1 15.6
1 15.1
1 15.2
1
1 14.6
Turbidity (NTU)
271
61.5
24.5
13.3
10.7
COMMENTS/OBSERVATIONS:

it L IMM
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
948.78
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
3.31
Well ID #:
B-42
Land Surface Elevation (ft msl):
945.47
Downgradient:
Screened Interval (ft bgs):
33.8 - 43.8
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
No
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
47.11
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
14.80
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
32.31
Well Yield (subjective):
Interemediate
1 Casing Volume in gallons (CV) = LWC x 0.17 =
5.49
Sample Date and Time:
Sampled at 1035 on 2/27/2020
Standard Evacuation Volume (3 casing volumes) =
16.48
Remarks:
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
16.5 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 5.5 11.0
16.5
Sample
Time (military)
1550
1554
1559
1600
1035
pH (S.U.)
6.78
6.93
7.02
7.05
7
Sp. Cond. (umhos/cm)
88.71
90.32
92.51
93.80
100.70
Water Temp. (°C)
16.8
1 16.5
1 16.3
1 16.0
1
1 15.9
Turbidity (NTU)
345
29.7
19.8
12.6
11.6
COMMENTS/OBSERVATIONS:

it im
BUNNELL-LAMMONS ENGINEERING, INC.
FIELD DATA INFORMATION LOG FOR GROUNDWATER SAMPLING
Page 1 of 1
Date:
Feb. 26, 2020
Casing Diameter:
2 inches
Field Personnel:
IAI
Casing Material:
PVC
Site Name:
RCLF
Measuring Point Elevation (ft msl):
955.13
BLE Job #:
J20-13675-04
Height of Riser (ft above land surface):
2.92
Well ID #:
B-44
Land Surface Elevation (ft msl):
952.21
Downgradient:
Screened Interval (ft bgs):
28.8 - 38.8
Upgradient:
Dedicated Pump or Bailer:
No
Weather Conditions:
Overcast
Steel Guard Pipe Around Casing:
No
Air Temperature:
43 OF
Locking Cap:
Yes
Total Well Depth in feet btoc (TWD) =
41.72
Protective Post/Abutment:
No
Depth to Groundwater in feet btoc (DGW) =
18.70
Well Integrity Satisfactory:
Yes
Length of Water Column (LWC) = TWD - DGW =
23.02
Well Yield (subjective):
Intermediate
1 Casing Volume in gallons (CV) = LWC x 0.17 =
3.91
Sample Date and Time:
Sampled at 1010 on 2/27/2020
Standard Evacuation Volume (3 casing volumes) =
11.74
Remarks:
Method of Well Evacuation: Submersible Pump
Method of Sample Collection:
Disp. Bailer
Total Volume of Water Removed (gallons):
12.0 gallons
Volume Purged (gallons)
FIELD ANALYSIS
Initial 4.0 8.0
12.0
Sample
Time (military)
1530
1534
1540
1545
1010
pH (S.U.)
6.05
6.08
6.39
6.42
6.31
Sp. Cond. (umhos/cm)
69.88
75.63
77.60
78.72
80.71
Water Temp. (°C)
16.6
1 16.8
1 16.9
1 16.7
1
1 16.9
Turbidity (NTU)
254
37.2
26.2
20.2
10.6
COMMENTS/OBSERVATIONS:

APPENDIX B
LABORATORY ANALYTICAL DATA

0
aceAnalytical
Report of Analysis
County of Rutherford
289 N. Main Street
Rutherfordton, NC 28139
Attention: James Kilgo
Project Name: Rutherford County Landfill
Project Number: 13675-04
Lot Number:VB28067
Date Completed:03/09/2020
O3/09/2020 11:10 AM
Approved and released by:
Lab Director - Greenville: Lucas Odom
pCC/►F�
24r�A
SOA
ANSI National Accreditation Board
A C C R E D I T E D
TESTING LABORATORY
The electronic signature above is the equivalent of a handwritten signature.
This report shall not be reproduced, except in its entirety, without the written approval of Pace Analytical Services, LLC.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172
Tel:[phone] Fax:[phone] www.pacelabs.com
Page 1 of 86

PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
County of Rutherford
Lot Number: VB28067
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report.
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved NELAC standards, the Pace Analytical Services, LLC ("Pace") Quality Assurance
Management Plan (QAMP), standard operating procedures (SOPS), and Pace policies. Any exceptions to
the NELAC standards, the QAMP, SOPS or policies are qualified on the results page or discussed below.
If you have any questions regarding this report please contact the Pace Project Manager listed on the
cover page.
Pace Analytical Services, LLC (formerly Shealy Environmetal Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 2 of 86

PACE ANALYTICAL SERVICES, LLC
Sample Summary
County of Rutherford
Lot Number: VB28067
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
LFG-7
Aqueous
02/27/20201110
02/28/2020
002
LFG-6
Aqueous
02/27/20201130
02/28/2020
003
B-36
Aqueous
02/27/2020 0950
02/28/2020
004
B-40D
Aqueous
02/27/2020 0900
02/28/2020
005
B-40S
Aqueous
02/27/2020 0920
02/28/2020
006
B-41
Aqueous
02/27/2020 0934
02/28/2020
007
B-42
Aqueous
02/27/20201035
02/28/2020
008
B-44
Aqueous
02/27/20201010
02/28/2020
009
Trip Blank
Aqueous
02/27/2020
02/28/2020
(9 samples)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 3 of 86

PACE ANALYTICAL SERVICES, LLC
Detection Summary
County of Rutherford
Lot Number: VB28067
Sample Sample ID
Matrix
Parameter
Method
Result
Q
Units
Page
001
LFG-7
Aqueous
Chloride
9056A
4.0
mg/L
8
001
LFG-7
Aqueous
Sulfate
9056A
0.70
J
mg/L
8
001
LFG-7
Aqueous
TDS
SM 2540C-
67
mg/L
8
001
LFG-7
Aqueous
Dissolved Mercury
7470A
0.00010
J
mg/L
10
001
LFG-7
Aqueous
Dissolved Aluminum
6020B
30
J
ug/L
10
001
LFG-7
Aqueous
Dissolved Barium
6020B
2.3
J
ug/L
10
001
LFG-7
Aqueous
Dissolved Iron
6020B
20
J
ug/L
11
001
LFG-7
Aqueous
Dissolved Zinc
6020B
4.8
J
ug/L
11
001
LFG-7
Aqueous
Aluminum
6020B
310
ug/L
11
001
LFG-7
Aqueous
Barium
6020B
4.7
J
ug/L
11
001
LFG-7
Aqueous
Chromium
6020B
1.6
J
ug/L
11
001
LFG-7
Aqueous
Copper
6020B
2.5
J
ug/L
11
001
LFG-7
Aqueous
Iron
6020B
400
ug/L
11
001
LFG-7
Aqueous
Lead
6020B
0.63
J
ug/L
11
001
LFG-7
Aqueous
Manganese
6020B
6.6
ug/L
11
001
LFG-7
Aqueous
Zinc
6020B
8.0
J
ug/L
11
002
LFG-6
Aqueous
Alkalinity
SM 232013-
32
mg/L
12
002
LFG-6
Aqueous
Chloride
9056A
1.8
mg/L
12
002
LFG-6
Aqueous
TDS
SM 2540C-
58
mg/L
12
002
LFG-6
Aqueous
Dissolved Aluminum
6020B
36
J
ug/L
14
002
LFG-6
Aqueous
Dissolved Barium
6020B
9.3
ug/L
14
002
LFG-6
Aqueous
Dissolved Iron
6020B
21
J
ug/L
15
002
LFG-6
Aqueous
Aluminum
6020B
51
ug/L
15
002
LFG-6
Aqueous
Barium
6020B
9.8
ug/L
15
002
LFG-6
Aqueous
Iron
6020B
38
J
ug/L
15
002
LFG-6
Aqueous
Zinc
6020B
2.8
J
ug/L
15
003
B-36
Aqueous
Chloride
9056A
3.4
mg/L
16
003
B-36
Aqueous
Dissolved Mercury
7470A
0.00014
J
mg/L
18
003
B-36
Aqueous
Dissolved Aluminum
6020B
12
J
ug/L
18
003
B-36
Aqueous
Dissolved Barium
6020B
54
ug/L
18
003
B-36
Aqueous
Dissolved Manganese
6020B
6.5
ug/L
19
003
B-36
Aqueous
Aluminum
6020B
24
J
ug/L
19
003
B-36
Aqueous
Barium
6020B
54
ug/L
19
003
B-36
Aqueous
Iron
6020B
19
J
ug/L
19
003
B-36
Aqueous
Manganese
6020B
7.8
ug/L
19
003
B-36
Aqueous
Zinc
6020B
2.7
J
ug/L
19
004
B-40D
Aqueous
Alkalinity
SM 2320B-
99
mg/L
20
004
B-40D
Aqueous
Chloride
9056A
2.3
mg/L
20
004
B-40D
Aqueous
Sulfate
9056A
5.5
mg/L
20
004
B-40D
Aqueous
TDS
SM 2540C-
110
mg/L
20
004
B-40D
Aqueous
Mercury
7470A
0.00016
J
mg/L
22
004
B-40D
Aqueous
Dissolved Mercury
7470A
0.00011
J
mg/L
22
004
B-40D
Aqueous
Dissolved Barium
6020B
12
ug/L
22
004
B-40D
Aqueous
Dissolved Iron
6020B
57
ug/L
23
004
B-40D
Aqueous
Dissolved Manganese
6020B
22
ug/L
23
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 4 of 86

Detection Summary (Continued)
Lot Number: VB28067
Sample Sample ID
Matrix
Parameter
Method
Result
Q
Units
Page
004
B-40D
Aqueous
Aluminum
6020B
86
ug/L
23
004
B-40D
Aqueous
Barium
6020B
13
ug/L
23
004
B-40D
Aqueous
Iron
6020B
130
ug/L
23
004
B-40D
Aqueous
Manganese
6020B
26
ug/L
23
004
B-40D
Aqueous
Zinc
6020B
3.3
J
ug/L
23
005
B-40S
Aqueous
Alkalinity
SM 232013-
35
mg/L
24
005
B-40S
Aqueous
Chloride
9056A
2.6
mg/L
24
005
B-40S
Aqueous
Sulfate
9056A
5.6
mg/L
24
005
B-40S
Aqueous
TDS
SM 2540C-
50
mg/L
24
005
B-40S
Aqueous
Mercury
7470A
0.00012
J
mg/L
26
005
B-40S
Aqueous
Dissolved Barium
6020B
38
ug/L
26
005
B-40S
Aqueous
Dissolved Iron
6020B
13
J
ug/L
27
005
B-40S
Aqueous
Dissolved Manganese
6020B
29
ug/L
27
005
B-40S
Aqueous
Aluminum
6020B
61
ug/L
27
005
B-40S
Aqueous
Barium
6020B
39
ug/L
27
005
B-40S
Aqueous
Iron
6020B
84
ug/L
27
005
B-40S
Aqueous
Manganese
6020B
30
ug/L
27
006
B-41
Aqueous
Alkalinity
SM 232013-
27
mg/L
28
006
B-41
Aqueous
Chloride
9056A
2.4
mg/L
28
006
B-41
Aqueous
Sulfate
9056A
12
mg/L
28
006
B-41
Aqueous
TDS
SM 2540C-
53
mg/L
28
006
B-41
Aqueous
Dissolved Aluminum
6020B
10
J
ug/L
30
006
B-41
Aqueous
Dissolved Barium
6020B
49
ug/L
30
006
B-41
Aqueous
Dissolved Iron
6020B
28
J
ug/L
31
006
B-41
Aqueous
Dissolved Manganese
6020B
32
ug/L
31
006
B-41
Aqueous
Aluminum
6020B
150
ug/L
31
006
B-41
Aqueous
Barium
6020B
52
ug/L
31
006
B-41
Aqueous
Chromium
6020B
1.4
J
ug/L
31
006
B-41
Aqueous
Iron
6020B
210
ug/L
31
006
B-41
Aqueous
Manganese
6020B
35
ug/L
31
006
B-41
Aqueous
Zinc
6020B
2.6
J
ug/L
31
007
B-42
Aqueous
Alkalinity
SM 232013-
65
mg/L
32
007
B-42
Aqueous
Chloride
9056A
2.2
mg/L
32
007
B-42
Aqueous
Sulfate
9056A
12
mg/L
32
007
B-42
Aqueous
TDS
SM 2540C-
97
mg/L
32
007
B-42
Aqueous
Dissolved Aluminum
6020B
24
J
ug/L
34
007
B-42
Aqueous
Dissolved Antimony
6020B
0.68
J
ug/L
34
007
B-42
Aqueous
Dissolved Barium
6020B
16
ug/L
34
007
B-42
Aqueous
Dissolved Iron
6020B
34
J
ug/L
35
007
B-42
Aqueous
Dissolved Manganese
6020B
2.1
J
ug/L
35
007
B-42
Aqueous
Aluminum
6020B
340
ug/L
35
007
B-42
Aqueous
Antimony
6020B
0.54
J
ug/L
35
007
B-42
Aqueous
Barium
6020B
21
ug/L
35
007
B-42
Aqueous
Iron
6020B
290
ug/L
35
007
B-42
Aqueous
Lead
6020B
0.32
J
ug/L
35
007
B-42
Aqueous
Manganese
6020B
11
ug/L
35
007
B-42
Aqueous
Vanadium
6020B
2.6
J
ug/L
35
007
B-42
Aqueous
Zinc
6020B
3.5
J
ug/L
35
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 5 of 86

Detection Summary (Continued)
Lot Number: VB28067
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
008
B-44
Aqueous
Alkalinity
SM 232013-
20
mg/L
36
008
B-44
Aqueous
Chloride
9056A
2.4
mg/L
36
008
B-44
Aqueous
TDS
SM 2540C-
30
mg/L
36
008
B-44
Aqueous
Dissolved Barium
6020B
44
ug/L
38
008
B-44
Aqueous
Dissolved Cobalt
6020B
1.3 J
ug/L
39
008
B-44
Aqueous
Dissolved Manganese
6020B
85
ug/L
39
008
B-44
Aqueous
Aluminum
6020B
80
ug/L
39
008
B-44
Aqueous
Barium
6020B
46
ug/L
39
008
B-44
Aqueous
Cobalt
6020B
1.5 J
ug/L
39
008
B-44
Aqueous
Iron
6020B
120
ug/L
39
008
B-44
Aqueous
Manganese
6020B
90
ug/L
39
(104 detections)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 6 of 86

Client: County of Rutherford Laboratory ID: VB28067-001
Description: LFG-7 Matrix: Aqueous
Date Sampled:02/27/2020 1110
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1745 KFE
46914
1
(Chloride) 9056A
1 03/03/2020 2126 AMR
46831
1
(Sulfate) 9056A
1 03/03/2020 2126 AMR
46826
1
(TDS) SM 2540C-2011
1 03/02/2020 1547 MOM
46617
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
ND
20
20
mg/L
1
Chloride
9056A
4.0
1.0
0.20
mg/L
1
Sulfate
9056A
0.70 J
1.0
0.20
mg/L
1
TDS
SM 2540C-
67
25
25
mg/L
1
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2035 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
104 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2209 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 7 of 86

Client: County of Rutherford Laboratory ID: VB28067-001
Description: LFG-7 Matrix: Aqueous
Date Sampled:02/27/2020 1110
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/02/2020 2209 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 8 of 86

Client: County of Rutherford Laboratory ID: VB28067-001
Description: LFG-7 Matrix: Aqueous
Date Sampled:02/27/2020 1110
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2209 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
80 70-130
1,2-Dichloroethane-d4
86 70-130
Toluene-d8
91 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1427 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1429 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A 0.00010 J
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1206 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
30 J
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
2.3 J
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 9 of 86

Client: County of Rutherford Laboratory ID: VB28067-001
Description: LFG-7 Matrix: Aqueous
Date Sampled:02/27/2020 1110
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep
Date
Batch
1 3005A
6020B
1 03/04/2020 1206 BNW
03/03/2020
1617
46703
CAS Analytical
Parameter
Number Method
Result
Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
20
J
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
ND
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
4.8
J
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep
Date
Batch
1 3005A
6020B
1 03/04/2020 1352 BNW
03/03/2020
1617
46501
CAS Analytical
Parameter
Number Method
Result
Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
310
40
10
ug/L
1
Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
4.7
J
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
1.6
J
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
2.5
J
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
400
50
13
ug/L
1
Lead
7439-92-1 6020B
0.63
J
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
6.6
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
8.0
J
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 10 of 86

Client: County of Rutherford Laboratory ID: VB28067-002
Description: LFG-6 Matrix: Aqueous
Date Sampled:02/27/2020 1130
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1755 KFE
46914
1
(Chloride) 9056A
1 03/03/2020 2145 AMR
46831
1
(Sulfate) 9056A
1 03/03/2020 2145 AMR
46826
2
(TDS) SM 2540C-2011
1 03/05/2020 2320 MOM
47057
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
32
20
20
mg/L
1
Chloride
9056A
1.8
1.0
0.20
mg/L
1
Sulfate
9056A
ND
1.0
0.20
mg/L
1
TDS
SM 2540C-
58
25
25
mg/L
2
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2059 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
104 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2236 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 11 of 86

Client: County of Rutherford Laboratory ID: VB28067-002
Description: LFG-6 Matrix: Aqueous
Date Sampled:02/27/2020 1130
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/02/2020 2236 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 12 of 86

Client: County of Rutherford Laboratory ID: VB28067-002
Description: LFG-6 Matrix: Aqueous
Date Sampled:02/27/2020 1130
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2236 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
84 70-130
1,2-Dichloroethane-d4
89 70-130
Toluene-d8
93 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1432 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1434 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1212 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
36 J
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
9.3
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 13 of 86

Client: County of Rutherford Laboratory ID: VB28067-002
Description: LFG-6 Matrix: Aqueous
Date Sampled:02/27/2020 1130
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1212 BNW
03/03/2020 1617
46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
21 J
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
ND
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1358 BNW
03/03/2020 1617
46501
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
51
40
10
ug/L
1
Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
9.8
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
38 J
50
13
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
ND
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
2.8 J
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 14 of 86

Client: County of Rutherford Laboratory ID: VB28067-003
Description: B-36 Matrix: Aqueous
Date Sampled:02/27/2020 0950
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1801 KFE
46914
1
(Chloride) 9056A
1 03/03/2020 2203 AMR
46831
1
(Sulfate) 9056A
1 03/03/2020 2203 AMR
46826
1
(TDS) SM 2540C-2011
1 03/03/2020 2139 MOM
46780
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
ND
20
20
mg/L
1
Chloride
9056A
3.4
1.0
0.20
mg/L
1
Sulfate
9056A
ND
1.0
0.20
mg/L
1
TDS
SM 2540C-
ND
25
25
mg/L
1
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2124 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
105 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2303 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 15 of 86

Client: County of Rutherford Laboratory ID: VB28067-003
Description: B-36 Matrix: Aqueous
Date Sampled:02/27/2020 0950
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/02/2020 2303 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 16 of 86

Client: County of Rutherford Laboratory ID: VB28067-003
Description: B-36 Matrix: Aqueous
Date Sampled:02/27/2020 0950
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2303 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
82 70-130
1,2-Dichloroethane-d4
88 70-130
Toluene-d8
92 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1437 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1439 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A 0.00014 J
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1230 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
12 J
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
54
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 17 of 86

Client: County of Rutherford Laboratory ID: VB28067-003
Description: B-36 Matrix: Aqueous
Date Sampled:02/27/2020 0950
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1230 BNW
03/03/2020 1617
46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
ND
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
6.5
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1404 BNW
03/03/2020 1617
46501
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
24 J
40
10
ug/L
1
Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
54
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
19 J
50
13
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
7.8
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
2.7 J
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 18 of 86

Client: County of Rutherford Laboratory ID: VB28067-004
Description: B-40D Matrix: Aqueous
Date Sampled:02/27/2020 0900
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1808 KFE
46914
1
(Chloride) 9056A
1 03/03/2020 2222 AMR
46831
1
(Sulfate) 9056A
1 03/03/2020 2222 AMR
46826
1
(TDS) SM 2540C-2011
1 03/03/2020 2139 MOM
46780
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
99
20
20
mg/L
1
Chloride
9056A
2.3
1.0
0.20
mg/L
1
Sulfate
9056A
5.5
1.0
0.20
mg/L
1
TDS
SM 2540C-
110
25
25
mg/L
1
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2148 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
106 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2330 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 19 of 86

Client: County of Rutherford Laboratory ID: VB28067-004
Description: B-40D Matrix: Aqueous
Date Sampled:02/27/2020 0900
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/02/2020 2330 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 20 of 86

Client: County of Rutherford Laboratory ID: VB28067-004
Description: B-40D Matrix: Aqueous
Date Sampled:02/27/2020 0900
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2330 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
81 70-130
1,2-Dichloroethane-d4
88 70-130
Toluene-d8
91 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1442 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A 0.00016 J
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1445 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A 0.00011 J
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1236 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
ND
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
12
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 21 of 86

Client: County of Rutherford Laboratory ID: VB28067-004
Description: B-40D Matrix: Aqueous
Date Sampled:02/27/2020 0900
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1236 BNW
03/03/2020 1617
46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
57
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
22
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1409 BNW
03/03/2020 1617
46501
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
86
40
10
ug/L
1
Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
13
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
130
50
13
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
26
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
3.3 J
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 22 of 86

Client: County of Rutherford Laboratory ID: VB28067-005
Description: B-40S Matrix: Aqueous
Date Sampled:02/27/2020 0920
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1814 KFE
46914
1
(Chloride) 9056A
1 03/03/2020 2357 AMR
46831
1
(Sulfate) 9056A
1 03/03/2020 2357 AMR
46826
1
(TDS) SM 2540C-2011
1 03/03/2020 2139 MOM
46780
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
35
20
20
mg/L
1
Chloride
9056A
2.6
1.0
0.20
mg/L
1
Sulfate
9056A
5.6
1.0
0.20
mg/L
1
TDS
SM 2540C-
50
25
25
mg/L
1
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2212 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
103 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2357 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 23 of 86

Client: County of Rutherford Laboratory ID: VB28067-005
Description: B-40S Matrix: Aqueous
Date Sampled:02/27/2020 0920
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/02/2020 2357 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 24 of 86

Client: County of Rutherford Laboratory ID: VB28067-005
Description: B-40S Matrix: Aqueous
Date Sampled:02/27/2020 0920
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/02/2020 2357 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
81 70-130
1,2-Dichloroethane-d4
88 70-130
Toluene-d8
91 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1452 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A 0.00012 J
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1500 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1242 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
ND
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
38
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 25 of 86

Client: County of Rutherford Laboratory ID: VB28067-005
Description: B-40S Matrix: Aqueous
Date Sampled:02/27/2020 0920
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1242 BNW
03/03/2020 1617
46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
13 J
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
29
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1415 BNW
03/03/2020 1617
46501
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
61
40
10
ug/L
1
Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
39
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
84
50
13
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
30
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 26 of 86

Client: County of Rutherford Laboratory ID: VB28067-006
Description: B-41 Matrix: Aqueous
Date Sampled:02/27/2020 0934
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1820 KFE
46914
1
(Chloride) 9056A
1 03/04/2020 0016 AMR
46831
1
(Sulfate) 9056A
1 03/04/2020 0016 AMR
46826
1
(TDS) SM 2540C-2011
1 03/03/2020 2139 MOM
46780
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
27
20
20
mg/L
1
Chloride
9056A
2.4
1.0
0.20
mg/L
1
Sulfate
9056A
12
1.0
0.20
mg/L
1
TDS
SM 2540C-
53
25
25
mg/L
1
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2236 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
104 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/03/2020 0023 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 27 of 86

Client: County of Rutherford Laboratory ID: VB28067-006
Description: B-41 Matrix: Aqueous
Date Sampled:02/27/2020 0934
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/03/2020 0023 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 28 of 86

Client: County of Rutherford Laboratory ID: VB28067-006
Description: B-41 Matrix: Aqueous
Date Sampled:02/27/2020 0934
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/03/2020 0023 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
83 70-130
1,2-Dichloroethane-d4
87 70-130
Toluene-d8
92 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1502 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1505 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1247 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
10 J
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
49
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 29 of 86

Client: County of Rutherford Laboratory ID: VB28067-006
Description: B-41 Matrix: Aqueous
Date Sampled:02/27/2020 0934
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1247 BNW
03/03/2020 1617
46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
28 J
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
32
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1421 BNW
03/03/2020 1617
46501
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
150
40
10
ug/L
1
Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
52
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
1.4 J
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
210
50
13
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
35
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
2.6 J
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 30 of 86

Client: County of Rutherford Laboratory ID: VB28067-007
Description: B-42 Matrix: Aqueous
Date Sampled:02/27/2020 1035
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1826 KFE
46914
1
(Chloride) 9056A
1 03/04/2020 0035 AMR
46831
1
(Sulfate) 9056A
1 03/04/2020 0035 AMR
46826
1
(TDS) SM 2540C-2011
1 03/03/2020 2139 MOM
46780
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
65
20
20
mg/L
1
Chloride
9056A
2.2
1.0
0.20
mg/L
1
Sulfate
9056A
12
1.0
0.20
mg/L
1
TDS
SM 2540C-
97
25
25
mg/L
1
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2300 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
103 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/03/2020 0050 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 31 of 86

Client: County of Rutherford Laboratory ID: VB28067-007
Description: B-42 Matrix: Aqueous
Date Sampled:02/27/2020 1035
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/03/2020 0050 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 32 of 86

Client: County of Rutherford Laboratory ID: VB28067-007
Description: B-42 Matrix: Aqueous
Date Sampled:02/27/2020 1035
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/03/2020 0050 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
83 70-130
1,2-Dichloroethane-d4
90 70-130
Toluene-d8
93 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1507 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1510 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1253 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
24 J
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
0.68 J
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
16
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 33 of 86

Client: County of Rutherford Laboratory ID: VB28067-007
Description: B-42 Matrix: Aqueous
Date Sampled:02/27/2020 1035
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1253 BNW
03/03/2020 1617
46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
34 J
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
2.1 J
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1427 BNW
03/03/2020 1617
46501
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
340
40
10
ug/L
1
Antimony
7440-36-0 6020B
0.54 J
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
21
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
ND
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
290
50
13
ug/L
1
Lead
7439-92-1 6020B
0.32 J
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
11
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
2.6 J
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
3.5 J
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 34 of 86

Client: County of Rutherford Laboratory ID: VB28067-008
Description: B-44 Matrix: Aqueous
Date Sampled:02/27/2020 1010
Date Received:02/28/2020
Inorganic non-metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
(Alkalinity) SM 2320B-2011
1 03/04/2020 1837 KFE
46914
1
(Chloride) 9056A
1 03/04/2020 0054 AMR
46831
1
(Sulfate) 9056A
1 03/04/2020 0054 AMR
46826
1
(TDS) SM 2540C-2011
1 03/03/2020 2139 MOM
46780
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Alkalinity
SM 232013-
20
20
20
mg/L
1
Chloride
9056A
2.4
1.0
0.20
mg/L
1
Sulfate
9056A
ND
1.0
0.20
mg/L
1
TDS
SM 2540C-
30
25
25
mg/L
1
Volatile Organic Compounds by
GC/MS (SIM)
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D (SIM)
1 03/02/2020 2324 ALR1
46638
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,4-Dioxane
123-91-1 8260D (SIM)
ND
3.0
1.0
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
100 40-170
Volatile Organic Compounds
by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/03/2020 0118 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acetone
67-64-1 8260D
ND
20
5.0
ug/L
1
Acetonitrile
75-05-8 8260D
ND
50
15
ug/L
1
Acrolein
107-02-8 8260D
ND
20
4.0
ug/L
1
Acrylonitrile
107-13-1 8260D
ND
20
0.80
ug/L
1
Benzene
71-43-2 8260D
ND
1.0
0.40
ug/L
1
Bromochloromethane
74-97-5 8260D
ND
1.0
0.40
ug/L
1
Bromodichloromethane
75-27-4 8260D
ND
1.0
0.40
ug/L
1
Bromoform
75-25-2 8260D
ND
1.0
0.40
ug/L
1
Bromomethane (Methyl bromide)
74-83-9 8260D
ND
2.0
0.40
ug/L
1
2-Butanone (MEK)
78-93-3 8260D
ND
10
2.0
ug/L
1
Carbon disulfide
75-15-0 8260D
ND
1.0
0.40
ug/L
1
Carbon tetrachloride
56-23-5 8260D
ND
1.0
0.40
ug/L
1
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8 8260D
ND
5.0
1.0
ug/L
1
Chlorobenzene
108-90-7 8260D
ND
1.0
0.40
ug/L
1
Chloroethane
75-00-3 8260D
ND
2.0
0.40
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result <
LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 35 of 86

Client: County of Rutherford Laboratory ID: VB28067-008
Description: B-44 Matrix: Aqueous
Date Sampled:02/27/2020 1010
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/03/2020 0118 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1,1-Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 36 of 86

Client: County of Rutherford Laboratory ID: VB28067-008
Description: B-44 Matrix: Aqueous
Date Sampled:02/27/2020 1010
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 5030B
8260D
1 03/03/2020 0118 JTH
46646
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
1,1,2-Trichloroethane
79-00-5 8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6 8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4 8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4 8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4 8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4 8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7 8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery
Limits
Bromofluorobenzene
81 70-130
1,2-Dichloroethane-d4
89 70-130
Toluene-d8
92 70-130
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1512 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
CVAA
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1
7470A
1 03/03/2020 1515 KSH2
03/03/2020 0910 46629
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Mercury
7439-97-6 7470A
ND
0.00020
0.000091
mg/L
1
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1323 BNW
03/03/2020 1617 46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Aluminum
7429-90-5 6020B
ND
40
10
ug/L
1
Dissolved Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Dissolved Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Dissolved Barium
7440-39-3 6020B
44
5.0
1.3
ug/L
1
Dissolved Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
LOQ = Limit of Quantitation
B = Detected in the method blank
E = Quantitation of compound exceeded the calibration range
DL = Detection
Limit
NO = Not detected at or above the DL
N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
J = Estimated result < LOQ and > DL
H = Out of holding time
W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 37 of 86

Client: County of Rutherford Laboratory ID: VB28067-008
Description: B-44 Matrix: Aqueous
Date Sampled:02/27/2020 1010
Date Received:02/28/2020
ICP-MS
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1323 BNW
03/03/2020 1617
46703
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Dissolved Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Dissolved Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Dissolved Cobalt
7440-48-4 6020B
1.3 J
5.0
1.3
ug/L
1
Dissolved Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Dissolved Iron
7439-89-6 6020B
ND
50
13
ug/L
1
Dissolved Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Dissolved Manganese
7439-96-5 6020B
85
5.0
1.3
ug/L
1
Dissolved Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Dissolved Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Dissolved Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Dissolved Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Dissolved Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Dissolved Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
ICP-MS Metals
Run Prep Method
Analytical Method
Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B
1 03/04/2020 1508 BNW
03/03/2020 1617
46501
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Aluminum
7429-90-5 6020B
80
40
10
ug/L
1
Antimony
7440-36-0 6020B
ND
2.0
0.50
ug/L
1
Arsenic
7440-38-2 6020B
ND
2.0
1.3
ug/L
1
Barium
7440-39-3 6020B
46
5.0
1.3
ug/L
1
Beryllium
7440-41-7 6020B
ND
0.40
0.15
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
0.13
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
1.3
ug/L
1
Cobalt
7440-48-4 6020B
1.5 J
5.0
1.3
ug/L
1
Copper
7440-50-8 6020B
ND
5.0
1.3
ug/L
1
Iron
7439-89-6 6020B
120
50
13
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
0.25
ug/L
1
Manganese
7439-96-5 6020B
90
5.0
1.3
ug/L
1
Nickel
7440-02-0 6020B
ND
5.0
1.3
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
1.3
ug/L
1
Silver
7440-22-4 6020B
ND
1.0
0.25
ug/L
1
Thallium
7440-28-0 6020B
ND
0.50
0.15
ug/L
1
Vanadium
7440-62-2 6020B
ND
5.0
2.5
ug/L
1
Zinc
7440-66-6 6020B
ND
10
2.5
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 38 of 86

Client: County of Rutherford Laboratory ID: VB28067-009
Description: Trip Blank Matrix: Aqueous
Date Sampled:02/27/2020
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/02/2020 2142 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Acetone
67-64-1
8260D
ND
20
5.0
ug/L
Acetonitrile
75-05-8
8260D
ND
50
15
ug/L
Acrolein
107-02-8
8260D
ND
20
4.0
ug/L
Acrylonitrile
107-13-1
8260D
ND
20
0.80
ug/L
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
Bromochloromethane
74-97-5
8260D
ND
1.0
0.40
ug/L
Bromodichloromethane
75-27-4
8260D
ND
1.0
0.40
ug/L
Bromoform
75-25-2
8260D
ND
1.0
0.40
ug/L
Bromomethane (Methyl bromide)
74-83-9
8260D
ND
2.0
0.40
ug/L
2-Butanone (MEK)
78-93-3
8260D
ND
10
2.0
ug/L
Carbon disulfide
75-15-0
8260D
ND
1.0
0.40
ug/L
Carbon tetrachloride
56-23-5
8260D
ND
1.0
0.40
ug/L
2-Chloro-1,3-Butadiene (Chloroprene)
126-99-8
8260D
ND
5.0
1.0
ug/L
Chlorobenzene
108-90-7
8260D
ND
1.0
0.40
ug/L
Chloroethane
75-00-3
8260D
ND
2.0
0.40
ug/L
Chloroform
67-66-3
8260D
ND
1.0
0.40
ug/L
Chloromethane (Methyl chloride)
74-87-3
8260D
ND
1.0
0.50
ug/L
3-Chloropropene (Allyl chloride)
107-05-1
8260D
ND
5.0
1.0
ug/L
1,2-Dibromo-3-chloropropane (DBCP)
96-12-8
8260D
ND
1.0
0.40
ug/L
Dibromochloromethane
124-48-1
8260D
ND
1.0
0.40
ug/L
1,2-Dibromoethane (EDB)
106-93-4
8260D
ND
1.0
0.40
ug/L
Dibromomethane (Methylene bromide)
74-95-3
8260D
ND
1.0
0.40
ug/L
trans- 1,4-Dichloro-2-butene
110-57-6
8260D
ND
2.0
0.50
ug/L
1,2-Dichlorobenzene
95-50-1
8260D
ND
1.0
0.40
ug/L
1,3-Dichlorobenzene
541-73-1
8260D
ND
1.0
0.40
ug/L
1,4-Dichlorobenzene
106-46-7
8260D
ND
1.0
0.40
ug/L
Dichlorodifluoromethane
75-71-8
8260D
ND
2.0
0.60
ug/L
1,1-Dichloroethane
75-34-3
8260D
ND
1.0
0.40
ug/L
1,2-Dichloroethane
107-06-2
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloroethene
75-35-4
8260D
ND
1.0
0.40
ug/L
cis- 1,2-Dichloroethene
156-59-2
8260D
ND
1.0
0.40
ug/L
trans- 1,2-Dichloroethene
156-60-5
8260D
ND
1.0
0.40
ug/L
1,2-Dichloropropane
78-87-5
8260D
ND
1.0
0.40
ug/L
1,3-Dichloropropane
142-28-9
8260D
ND
1.0
0.40
ug/L
2,2-Dichloropropane
594-20-7
8260D
ND
1.0
0.40
ug/L
1, 1 -Dichloropropene
563-58-6
8260D
ND
2.0
0.40
ug/L
cis- 1,3-Dichloropropene
10061-01-5
8260D
ND
1.0
0.40
ug/L
trans- 1,3-Dichloropropene
10061-02-6
8260D
ND
1.0
0.40
ug/L
Ethyl methacrylate
97-63-2
8260D
ND
5.0
0.40
ug/L
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 39 of 86

Client: County of Rutherford Laboratory ID: VB28067-009
Description: Trip Blank Matrix: Aqueous
Date Sampled:02/27/2020
Date Received:02/28/2020
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 03/02/2020 2142 JTH 46646
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
2-Hexanone
591-78-6
8260D
ND
10
2.0
ug/L
1
Isobutyl alcohol
78-83-1
8260D
ND
50
12
ug/L
1
Methacrylonitrile
126-98-7
8260D
ND
5.0
2.0
ug/L
1
Methyl iodide (lodomethane)
74-88-4
8260D
ND
5.0
0.40
ug/L
1
Methyl methacrylate
80-62-6
8260D
ND
5.0
0.40
ug/L
1
4-Methyl-2-pentanone
108-10-1
8260D
ND
10
2.0
ug/L
1
Methylene chloride
75-09-2
8260D
ND
1.0
0.40
ug/L
1
Propionitrile (Ethyl cyanide)
107-12-0
8260D
ND
20
4.0
ug/L
1
Styrene
100-42-5
8260D
ND
1.0
0.41
ug/L
1
1,1,1,2-Tetrachloroethane
630-20-6
8260D
ND
1.0
0.40
ug/L
1
1,1,2,2-Tetrachloroethane
79-34-5
8260D
ND
1.0
0.40
ug/L
1
Tetrachloroethene
127-18-4
8260D
ND
1.0
0.40
ug/L
1
Tetrahydrofuran
109-99-9
8260D
ND
5.0
1.0
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
1,1,1-Trichloroethane
71-55-6
8260D
ND
1.0
0.40
ug/L
1
1,1,2-Trichloroethane
79-00-5
8260D
ND
1.0
0.40
ug/L
1
Trichloroethene
79-01-6
8260D
ND
1.0
0.40
ug/L
1
Trichlorofluoromethane
75-69-4
8260D
ND
1.0
0.40
ug/L
1
1,2,3-Trichloropropane
96-18-4
8260D
ND
1.0
0.40
ug/L
1
Vinyl acetate
108-05-4
8260D
ND
5.0
1.2
ug/L
1
Vinyl chloride
75-01-4
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
81 70-130
1,2-Dichloroethane-d4
85 70-130
Toluene-d8
91 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 40 of 86

QC Summary
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 41 of 86

Inorganic non-metals - MB
Sample ID: VQ46617-001 Matrix: Aqueous
Batch: 46617
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ DL Units Analysis Date
TDS ND 1 25 25 mg/L 03/02/20201547
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 42 of 86

Inorganic non-metals - LCS
Sample ID: VQ46617-002 Matrix: Aqueous
Batch: 46617
Analytical Method: SM 2540C-2011
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
TDS 1500 1500 1 103 90-110 03/02/20201547
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 43 of 86

Inorganic non-metals - Duplicate
Sample ID: VB28067-002DU Matrix: Aqueous
Batch: 46617
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 55 73 + 1 28 20 03/02/20201547
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 44 of 86

Inorganic non-metals - MB
Sample ID: VQ46780-001 Matrix: Aqueous
Batch:46780
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ DL Units Analysis Date
TDS ND 1 25 25 mg/L 03/03/2020 2139
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 45 of 86

Inorganic non-metals - LCS
Sample ID: VQ46780-002 Matrix: Aqueous
Batch:46780
Analytical Method: SM 2540C-2011
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
TDS 1500 1500 1 100 90-110 03/03/2020 2139
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 46 of 86

Inorganic non-metals - Duplicate
Sample ID: VB28067-003DU Matrix: Aqueous
Batch:46780
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS ND ND 1 0.00 20 03/03/2020 2139
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 47 of 86

Inorganic non-metals - Duplicate
Sample ID: VB28067-005DU Matrix: Aqueous
Batch:46780
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 50 49 1 2.0 20 03/03/2020 2139
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 48 of 86

Inorganic non-metals - MB
Sample ID: VQ46826-001 Matrix: Aqueous
Batch:46826
Analytical Method: 9056A
Parameter Result Q Dil LOQ DL Units Analysis Date
Sulfate ND 1 1.0 0.20 mg/L 03/03/20201515
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 49 of 86

Inorganic non-metals - LCS
Sample ID: VQ46826-002 Matrix: Aqueous
Batch:46826
Analytical Method: 9056A
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 20 21 1 103 80-120 03/03/20201553
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 50 of 86

Inorganic non-metals - MS
Sample ID: VB28067-004MS Matrix: Aqueous
Batch:46826
Analytical Method: 9056A
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 5.5 20 20 N 1 75 80-120 03/03/2020 2319
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 51 of 86

Inorganic non-metals - MSD
Sample ID: VB28067-004MD Matrix: Aqueous
Batch:46826
Analytical Method: 9056A
Sample Spike
Amount Amount Result % Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Sulfate 5.5 20 21 N 1 78 2.9 80-120 20 03/03/2020 2338
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 52 of 86

Inorganic non-metals - MB
Sample ID: VQ46831-001 Matrix: Aqueous
Batch:46831
Analytical Method: 9056A
Parameter Result Q Dil LOQ DL Units Analysis Date
Chloride ND 1 1.0 0.20 mg/L 03/03/20201515
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 53 of 86

Inorganic non-metals - LCS
Sample ID: VQ46831-002 Matrix: Aqueous
Batch:46831
Analytical Method: 9056A
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Chloride 20 21 1 106 80-120 03/03/20201553
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 54 of 86

Inorganic non-metals - MS
Sample ID: VB28067-004MS Matrix: Aqueous
Batch:46831
Analytical Method: 9056A
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Chloride 2.3 20 17 N 1 72 80-120 03/03/2020 2319
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 55 of 86

Inorganic non-metals - MSD
Sample ID: VB28067-004MD Matrix: Aqueous
Batch:46831
Analytical Method: 9056A
Sample Spike
Amount Amount Result % Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Chloride 2.3 20 17 N 1 75 4.1 80-120 20 03/03/2020 2338
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 56 of 86

Inorganic non-metals - MB
Sample ID: VQ46914-001 Matrix: Aqueous
Batch: 46914
Analytical Method: SM 2320B-2011
Parameter Result Q Dil LOQ DL Units Analysis Date
Alkalinity ND 1 20 20 mg/L 03/04/20201725
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 57 of 86

Inorganic non-metals - LCS
Sample ID: VQ46914-002 Matrix: Aqueous
Batch: 46914
Analytical Method: SM 2320B-2011
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Alkalinity 100 100 1 100 90-110 03/04/20201739
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 58 of 86

Inorganic non-metals - MB
Sample ID: VQ47057-001 Matrix: Aqueous
Batch: 47057
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ DL Units Analysis Date
TDS ND 1 25 25 mg/L 03/05/2020 2320
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 59 of 86

Inorganic non-metals - LCS
Sample ID: VQ47057-002 Matrix: Aqueous
Batch: 47057
Analytical Method: SM 2540C-2011
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
TDS 1500 1500 1 101 90-110 03/05/2020 2320
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 60 of 86

Inorganic non-metals - Duplicate
Sample ID: VB28067-002DU Matrix: Aqueous
Batch: 47057
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 58 42 + 1 32 20 03/05/2020 2320
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 61 of 86

Volatile Organic Compounds by GC/MS (SIM) - MB
Sample ID: VQ46638-001 Matrix: Aqueous
Batch:46638 Prep Method: 5030E
Analytical Method: 8260D (SIM)
Parameter Result Q Dil LOQ DL Units Analysis Date
1,4-Dioxane ND 1 3.0 1.0 ug/L 03/02/20201933
Surrogate
1,2-Dichloroethane-d4
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
Acceptance
Q % Rec Limit
104 40-170
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 62 of 86

Volatile Organic Compounds by GC/MS (SIM) - LCS
Sample ID: VQ46638-002 Matrix: Aqueous
Batch:46638 Prep Method: 5030E
Analytical Method: 8260D (SIM)
Spike
Amount Result % Rec
Parameter (ug/L) (ug/L) Q Dil % Rec Limit Analysis Date
1,4-Dioxane 50 53 1 106 70-130 03/02/20201832
Surrogate
1,2-Dichloroethane-d4
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
Acceptance
Q % Rec Limit
113 40-170
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 63 of 86

Volatile Organic Compounds by GC/MS - MB
Sample ID: VQ46646-001 Matrix: Aqueous
Batch:46646 Prep Method: 5030E
Analytical Method: 8260D
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Acetone
ND
1
20
5.0
ug/L
03/02/2020 2001
Acetonitrile
ND
1
50
15
ug/L
03/02/2020 2001
Acrolein
ND
1
20
4.0
ug/L
03/02/2020 2001
Acrylonitrile
ND
1
20
0.80
ug/L
03/02/2020 2001
Benzene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Bromochloromethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Bromodichloromethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Bromoform
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Bromomethane (Methyl bromide)
ND
1
2.0
0.40
ug/L
03/02/2020 2001
2-Butanone (MEK)
ND
1
10
2.0
ug/L
03/02/2020 2001
Carbon disulfide
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Carbon tetrachloride
ND
1
1.0
0.40
ug/L
03/02/2020 2001
2-Chloro-1,3-Butadiene (Chloroprene)
ND
1
5.0
1.0
ug/L
03/02/2020 2001
Chlorobenzene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Chloroethane
ND
1
2.0
0.40
ug/L
03/02/2020 2001
Chloroform
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Chloromethane (Methyl chloride)
ND
1
1.0
0.50
ug/L
03/02/2020 2001
3-Chloropropene (Allyl chloride)
ND
1
5.0
1.0
ug/L
03/02/2020 2001
1,2-Dibromo-3-chloropropane (DBCP)
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Dibromochloromethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,2-Dibromoethane (EDB)
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Dibromomethane (Methylene bromide)
ND
1
1.0
0.40
ug/L
03/02/2020 2001
trans- 1,4-Dichloro-2-butene
ND
1
2.0
0.50
ug/L
03/02/2020 2001
1,2-Dichlorobenzene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,3-Dichlorobenzene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,4-Dichlorobenzene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Dichlorodifluoromethane
ND
1
2.0
0.60
ug/L
03/02/2020 2001
1,1-Dichloroethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,2-Dichloroethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,1-Dichloroethene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
cis- 1,2-Dichloroethene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
trans- 1,2-Dichloroethene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,2-Dichloropropane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,3-Dichloropropane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
2,2-Dichloropropane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,1-Dichloropropene
ND
1
2.0
0.40
ug/L
03/02/2020 2001
cis- 1,3-Dichloropropene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
trans- 1,3-Dichloropropene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Ethyl methacrylate
ND
1
5.0
0.40
ug/L
03/02/2020 2001
Ethylbenzene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
2-Hexanone
ND
1
10
2.0
ug/L
03/02/2020 2001
Isobutyl alcohol
ND
1
50
12
ug/L
03/02/2020 2001
Methacrylonitrile
ND
1
5.0
2.0
ug/L
03/02/2020 2001
Methyl iodide (lodomethane)
ND
1
5.0
0.40
ug/L
03/02/2020 2001
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 64 of 86

Volatile Organic Compounds by GC/MS - MB
Sample ID: VQ46646-001 Matrix: Aqueous
Batch:46646 Prep Method: 5030E
Analytical Method: 8260D
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Methyl methacrylate
ND
1
5.0
0.40
ug/L
03/02/2020 2001
4-Methyl-2-pentanone
ND
1
10
2.0
ug/L
03/02/2020 2001
Methylene chloride
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Propionitrile (Ethyl cyanide)
ND
1
20
4.0
ug/L
03/02/2020 2001
Styrene
ND
1
1.0
0.41
ug/L
03/02/2020 2001
1,1,1,2-Tetrachloroethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,1,2,2-Tetrachloroethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Tetrachloroethene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Tetrahydrofuran
ND
1
5.0
1.0
ug/L
03/02/2020 2001
Toluene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,1,1-Trichloroethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,1,2-Trichloroethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Trichloroethene
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Trichlorofluoromethane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
1,2,3-Trichloropropane
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Vinyl acetate
ND
1
5.0
1.2
ug/L
03/02/2020 2001
Vinyl chloride
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Xylenes (total)
ND
1
1.0
0.40
ug/L
03/02/2020 2001
Surrogate Q % Rec Acceptance
Limit
Bromofluorobenzene 78 70-130
1,2-Dichloroethane-d4 84 70-130
Toluene-d8 89 70-130
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 65 of 86

Volatile Organic Compounds by GC/MS - LCS
Sample ID: VQ46646-002
Matrix: Aqueous
Batch:46646
Prep Method:
5030E
Analytical Method: 8260D
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
Acetone
100
96
1
96
60-140
03/02/2020 1840
Acetonitrile
500
530
1
106
60-140
03/02/2020 1840
Acrolein
500
520
1
103
60-140
03/02/2020 1840
Acrylonitrile
100
99
1
99
70-130
03/02/2020 1840
Benzene
50
49
1
98
70-130
03/02/2020 1840
Bromochloromethane
50
52
1
105
70-130
03/02/2020 1840
Bromodichloromethane
50
50
1
99
70-130
03/02/2020 1840
Bromoform
50
51
1
102
70-130
03/02/2020 1840
Bromomethane (Methyl bromide)
50
54
1
109
70-130
03/02/2020 1840
2-Butanone (MEK)
100
94
1
94
70-130
03/02/2020 1840
Carbon disulfide
50
54
1
108
70-130
03/02/2020 1840
Carbon tetrachloride
50
54
1
107
70-130
03/02/2020 1840
2-Chloro-1,3-Butadiene (Chloroprene)
50
54
1
107
70-130
03/02/2020 1840
Chlorobenzene
50
49
1
98
70-130
03/02/2020 1840
Chloroethane
50
53
1
105
70-130
03/02/2020 1840
Chloroform
50
51
1
103
70-130
03/02/2020 1840
Chloromethane (Methyl chloride)
50
51
1
102
60-140
03/02/2020 1840
3-Chloropropene (Allyl chloride)
50
53
1
107
70-130
03/02/2020 1840
1,2-Dibromo-3-chloropropane (DBCP)
50
50
1
99
70-130
03/02/2020 1840
Dibromochloromethane
50
50
1
99
70-130
03/02/2020 1840
1,2-Dibromoethane (EDB)
50
48
1
97
70-130
03/02/2020 1840
Dibromomethane (Methylene bromide)
50
48
1
97
70-130
03/02/2020 1840
trans- 1,4-Dichloro-2-butene
50
50
1
100
70-130
03/02/2020 1840
1,2-Dichlorobenzene
50
49
1
98
70-130
03/02/2020 1840
1,3-Dichlorobenzene
50
49
1
99
70-130
03/02/2020 1840
1,4-Dichlorobenzene
50
49
1
97
70-130
03/02/2020 1840
Dichlorodifluoromethane
50
56
1
112
60-140
03/02/2020 1840
1,1-Dichloroethane
50
52
1
105
70-130
03/02/2020 1840
1,2-Dichloroethane
50
48
1
95
70-130
03/02/2020 1840
1,1-Dichloroethene
50
54
1
108
70-130
03/02/2020 1840
cis- 1,2-Dichloroethene
50
52
1
103
70-130
03/02/2020 1840
trans- 1,2-Dichloroethene
50
53
1
105
70-130
03/02/2020 1840
1,2-Dichloropropane
50
49
1
97
70-130
03/02/2020 1840
1,3-Dichloropropane
50
48
1
95
70-130
03/02/2020 1840
2,2-Dichloropropane
50
55
1
111
70-130
03/02/2020 1840
1,1-Dichloropropene
50
52
1
104
70-130
03/02/2020 1840
cis- 1,3-Dichloropropene
50
51
1
102
70-130
03/02/2020 1840
trans- 1,3-Dichloropropene
50
51
1
102
70-130
03/02/2020 1840
Ethyl methacrylate
50
50
1
100
70-130
03/02/2020 1840
Ethylbenzene
50
50
1
101
70-130
03/02/2020 1840
2-Hexanone
100
97
1
97
70-130
03/02/2020 1840
Isobutyl alcohol
500
510
1
102
60-140
03/02/2020 1840
Methacrylonitrile
250
250
1
102
70-130
03/02/2020 1840
Methyl iodide (lodomethane)
50
52
1
105
70-130
03/02/2020 1840
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 66 of 86

Volatile Organic Compounds by GC/MS - LCS
Sample ID: VQ46646-002
Matrix: Aqueous
Batch:46646
Prep Method:
5030E
Analytical Method: 8260D
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
Methyl methacrylate
50
49
1
98
70-130
03/02/2020 1840
4-Methyl-2-pentanone
100
99
1
99
70-130
03/02/2020 1840
Methylene chloride
50
50
1
100
70-130
03/02/2020 1840
Propionitrile (Ethyl cyanide)
500
490
1
98
70-130
03/02/2020 1840
Styrene
50
51
1
102
70-130
03/02/2020 1840
1,1,1,2-Tetrachloroethane
50
49
1
98
70-130
03/02/2020 1840
1,1,2,2-Tetrachloroethane
50
48
1
96
70-130
03/02/2020 1840
Tetrachloroethene
50
50
1
100
70-130
03/02/2020 1840
Tetrahydrofuran
50
49
1
98
70-130
03/02/2020 1840
Toluene
50
48
1
97
70-130
03/02/2020 1840
1,1,1-Trichloroethane
50
53
1
107
70-130
03/02/2020 1840
1,1,2-Trichloroethane
50
47
1
93
70-130
03/02/2020 1840
Trichloroethene
50
50
1
100
70-130
03/02/2020 1840
Trichlorofluoromethane
50
54
1
109
70-130
03/02/2020 1840
1,2,3-Trichloropropane
50
48
1
96
70-130
03/02/2020 1840
Vinyl acetate
50
54
1
109
60-140
03/02/2020 1840
Vinyl chloride
50
53
1
105
70-130
03/02/2020 1840
Xylenes (total)
100
99
1
99
70-130
03/02/2020 1840
Surrogate Q % Rec Acceptance
Limit
Bromofluorobenzene 90 70-130
1,2-Dichloroethane-d4 94 70-130
Toluene-d8 98 70-130
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 67 of 86

Volatile Organic Compounds by GC/MS - LCSD
Sample ID: VQ46646-003
Matrix: Aqueous
Batch:46646
Prep
Method: 5030E
Analytical Method: 8260D
Spike
Amount
Result
% Rec
% RPD
Parameter
(ug/L)
(ug/L) Q
Dil
% Rec
% RPD
Limit
Limit
Analysis Date
Acetone
100
100
1
101
5.2
60-140
20
03/02/2020 1908
Acetonitrile
500
510
1
101
4.5
60-140
20
03/02/2020 1908
Acrolein
500
490
1
98
5.2
60-140
20
03/02/2020 1908
Acrylonitrile
100
95
1
95
4.4
70-130
20
03/02/2020 1908
Benzene
50
47
1
93
5.2
70-130
20
03/02/2020 1908
Bromochloromethane
50
51
1
101
3.6
70-130
20
03/02/2020 1908
Bromodichloromethane
50
49
1
99
0.33
70-130
20
03/02/2020 1908
Bromoform
50
48
1
97
4.9
70-130
20
03/02/2020 1908
Bromomethane (Methyl bromide)
50
51
1
102
7.0
70-130
20
03/02/2020 1908
2-Butanone (MEK)
100
95
1
95
1.1
70-130
20
03/02/2020 1908
Carbon disulfide
50
51
1
103
4.7
70-130
20
03/02/2020 1908
Carbon tetrachloride
50
52
1
105
2.6
70-130
20
03/02/2020 1908
2-Chloro-1,3-Butadiene (Chloroprene)
50
49
1
99
8.4
70-130
20
03/02/2020 1908
Chlorobenzene
50
45
1
90
8.1
70-130
20
03/02/2020 1908
Chloroethane
50
55
1
110
4.6
70-130
20
03/02/2020 1908
Chloroform
50
50
1
100
3.1
70-130
20
03/02/2020 1908
Chloromethane (Methyl chloride)
50
48
1
95
6.3
60-140
20
03/02/2020 1908
3-Chloropropene (Allyl chloride)
50
49
1
99
7.6
70-130
20
03/02/2020 1908
1,2-Dibromo-3-chloropropane (DBCP)
50
47
1
93
6.1
70-130
20
03/02/2020 1908
Dibromochloromethane
50
47
1
95
4.8
70-130
20
03/02/2020 1908
1,2-Dibromoethane (EDB)
50
47
1
94
2.9
70-130
20
03/02/2020 1908
Dibromomethane (Methylene bromide)
50
47
1
94
2.8
70-130
20
03/02/2020 1908
trans- 1,4-Dichloro-2-butene
50
48
1
95
5.1
70-130
20
03/02/2020 1908
1,2-Dichlorobenzene
50
43
1
86
14
70-130
20
03/02/2020 1908
1,3-Dichlorobenzene
50
44
1
88
12
70-130
20
03/02/2020 1908
1,4-Dichlorobenzene
50
43
1
86
12
70-130
20
03/02/2020 1908
Dichlorodifluoromethane
50
54
1
109
3.4
60-140
20
03/02/2020 1908
1,1-Dichloroethane
50
49
1
99
5.5
70-130
20
03/02/2020 1908
1,2-Dichloroethane
50
46
1
92
3.7
70-130
20
03/02/2020 1908
1,1-Dichloroethene
50
55
1
111
2.8
70-130
20
03/02/2020 1908
cis- 1,2-Dichloroethene
50
51
1
102
1.5
70-130
20
03/02/2020 1908
trans- 1,2-Dichloroethene
50
53
1
106
0.74
70-130
20
03/02/2020 1908
1,2-Dichloropropane
50
47
1
94
3.0
70-130
20
03/02/2020 1908
1,3-Dichloropropane
50
46
1
92
3.4
70-130
20
03/02/2020 1908
2,2-Dichloropropane
50
52
1
104
6.1
70-130
20
03/02/2020 1908
1,1-Dichloropropene
50
51
1
101
2.8
70-130
20
03/02/2020 1908
cis- 1,3-Dichloropropene
50
49
1
98
4.0
70-130
20
03/02/2020 1908
trans- 1,3-Dichloropropene
50
49
1
98
4.0
70-130
20
03/02/2020 1908
Ethyl methacrylate
50
48
1
96
4.2
70-130
20
03/02/2020 1908
Ethylbenzene
50
48
1
96
5.2
70-130
20
03/02/2020 1908
2-Hexanone
100
91
1
91
6.4
70-130
20
03/02/2020 1908
Isobutyl alcohol
500
490
1
97
4.3
60-140
20
03/02/2020 1908
Methacrylonitrile
250
250
1
99
2.6
70-130
20
03/02/2020 1908
Methyl iodide (lodomethane)
50
50
1
100
4.5
70-130
20
03/02/2020 1908
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 68 of 86

Volatile Organic Compounds by GC/MS - LCSD
Sample ID: VQ46646-003
Matrix: Aqueous
Batch:46646
Prep
Method: 5030E
Analytical Method: 8260D
Spike
Amount
Result
% Rec
% RPD
Parameter
(ug/L)
(ug/L) Q
Dil
% Rec
% RPD
Limit
Limit
Analysis Date
Methyl methacrylate
50
47
1
93
5.4
70-130
20
03/02/2020 1908
4-Methyl-2-pentanone
100
94
1
94
5.5
70-130
20
03/02/2020 1908
Methylene chloride
50
49
1
98
2.8
70-130
20
03/02/2020 1908
Propionitrile (Ethyl cyanide)
500
480
1
96
1.9
70-130
20
03/02/2020 1908
Styrene
50
49
1
98
4.0
70-130
20
03/02/2020 1908
1,1,1,2-Tetrachloroethane
50
47
1
94
4.8
70-130
20
03/02/2020 1908
1,1,2,2-Tetrachloroethane
50
45
1
90
6.5
70-130
20
03/02/2020 1908
Tetrachloroethene
50
48
1
96
4.1
70-130
20
03/02/2020 1908
Tetrahydrofuran
50
46
1
92
5.6
70-130
20
03/02/2020 1908
Toluene
50
47
1
93
3.5
70-130
20
03/02/2020 1908
1,1,1-Trichloroethane
50
50
1
100
6.9
70-130
20
03/02/2020 1908
1,1,2-Trichloroethane
50
45
1
91
3.2
70-130
20
03/02/2020 1908
Trichloroethene
50
49
1
97
2.4
70-130
20
03/02/2020 1908
Trichlorofluoromethane
50
54
1
107
1.5
70-130
20
03/02/2020 1908
1,2,3-Trichloropropane
50
45
1
90
6.5
70-130
20
03/02/2020 1908
Vinyl acetate
50
55
1
109
0.43
60-140
20
03/02/2020 1908
Vinyl chloride
50
48
1
96
9.2
70-130
20
03/02/2020 1908
Xylenes (total)
100
99
1
99
0.47
70-130
20
03/02/2020 1908
Surrogate Q % Rec Acceptance
Limit
Bromofluorobenzene 77 70-130
1,2-Dichloroethane-d4 82 70-130
Toluene-d8 87 70-130
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 69 of 86

ICP-MS Metals - MB
Sample ID: VQ46501-001 Matrix: Aqueous
Batch:46501 Prep Method: 3005A
Analytical Method: 6020B Prep Date: 03/03/2020 1617
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Aluminum
ND
1
40
10
ug/L
03/04/20201340
Antimony
ND
1
2.0
0.50
ug/L
03/04/20201340
Arsenic
ND
1
2.0
1.3
ug/L
03/04/20201340
Barium
ND
1
5.0
1.3
ug/L
03/04/20201340
Beryllium
ND
1
0.40
0.15
ug/L
03/04/20201340
Cadmium
ND
1
0.50
0.13
ug/L
03/04/20201340
Chromium
ND
1
5.0
1.3
ug/L
03/04/20201340
Cobalt
ND
1
5.0
1.3
ug/L
03/04/20201340
Copper
ND
1
5.0
1.3
ug/L
03/04/20201340
Iron
ND
1
50
13
ug/L
03/04/20201340
Lead
ND
1
1.0
0.25
ug/L
03/04/20201340
Manganese
ND
1
5.0
1.3
ug/L
03/04/20201340
Nickel
ND
1
5.0
1.3
ug/L
03/04/20201340
Selenium
ND
1
5.0
1.3
ug/L
03/04/20201340
Silver
ND
1
1.0
0.25
ug/L
03/04/20201340
Thallium
ND
1
0.50
0.15
ug/L
03/04/20201340
Vanadium
ND
1
5.0
2.5
ug/L
03/04/20201340
Zinc
ND
1
10
2.5
ug/L
03/04/20201340
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 70 of 86

ICP-MS Metals - LCS
Sample ID: VQ46501-002
Matrix: Aqueous
Batch:46501
Prep Method: 3005A
Analytical Method: 6020B
Prep Date: 03/03/2020 1617
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit
Analysis Date
Aluminum
100
99
1 99
80-120
03/04/20201346
Antimony
100
97
1 97
80-120
03/04/20201346
Arsenic
100
100
1 103
80-120
03/04/20201346
Barium
100
98
1 98
80-120
03/04/20201346
Beryllium
100
96
1 96
80-120
03/04/20201346
Cadmium
100
98
1 98
80-120
03/04/20201346
Chromium
100
99
1 99
80-120
03/04/20201346
Cobalt
100
99
1 99
80-120
03/04/20201346
Copper
100
100
1 102
80-120
03/04/20201346
Iron
1000
1000
1 101
80-120
03/04/20201346
Lead
100
97
1 97
80-120
03/04/20201346
Manganese
100
99
1 99
80-120
03/04/20201346
Nickel
100
99
1 99
80-120
03/04/20201346
Selenium
100
100
1 101
80-120
03/04/20201346
Silver
100
96
1 96
80-120
03/04/20201346
Thallium
100
97
1 97
80-120
03/04/20201346
Vanadium
100
98
1 98
80-120
03/04/20201346
Zinc
100
110
1 105
80-120
03/04/20201346
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 71 of 86

ICP-MS Metals - MS
Sample ID: VB28067-007MS
Matrix: Aqueous
Batch:46501
Prep Method: 3005A
Analytical Method: 6020B
Prep Date: 03/03/2020 1617
Sample
Spike
Amount
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
Aluminum
340
100
710
N 1
375
70-130
03/04/20201433
Antimony
0.54
100
97
1
97
70-130
03/04/20201433
Arsenic
ND
100
100
1
103
70-130
03/04/20201433
Barium
21
100
120
1
97
70-130
03/04/20201433
Beryllium
ND
100
94
1
94
70-130
03/04/20201433
Cadmium
ND
100
95
1
95
70-130
03/04/20201433
Chromium
ND
100
96
1
96
70-130
03/04/20201433
Cobalt
ND
100
97
1
97
70-130
03/04/20201433
Copper
ND
100
100
1
101
70-130
03/04/20201433
Iron
290
1000
1300
1
105
70-130
03/04/20201433
Lead
0.32
100
96
1
95
70-130
03/04/20201433
Manganese
11
100
110
1
97
70-130
03/04/20201433
Nickel
ND
100
97
1
97
70-130
03/04/20201433
Selenium
ND
100
100
1
100
70-130
03/04/20201433
Silver
ND
100
93
1
93
70-130
03/04/20201433
Thallium
ND
100
96
1
96
70-130
03/04/20201433
Vanadium
2.6
100
99
1
96
70-130
03/04/20201433
Zinc
3.5
100
110
1
102
70-130
03/04/20201433
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 72 of 86

ICP-MS Metals - MSD
Sample ID: VB28067-007MD
Matrix: Aqueous
Batch:46501
Prep Method:
3005A
Analytical Method: 6020B
Prep Date: 03/03/2020 1617
Sample
Spike
Amount
Amount
Result
% Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec % RPD
Limit
Limit
Analysis Date
Aluminum
340
100
740
N 1
403
3.7
70-130
20
03/04/20201450
Antimony
0.54
100
99
1
98
1.3
70-130
20
03/04/20201450
Arsenic
ND
100
100
1
104
0.48
70-130
20
03/04/20201450
Barium
21
100
120
1
99
1.9
70-130
20
03/04/20201450
Beryllium
ND
100
95
1
95
1.1
70-130
20
03/04/20201450
Cadmium
ND
100
96
1
96
0.28
70-130
20
03/04/20201450
Chromium
ND
100
97
1
97
1.3
70-130
20
03/04/20201450
Cobalt
ND
100
98
1
98
0.93
70-130
20
03/04/20201450
Copper
ND
100
100
1
100
1.3
70-130
20
03/04/20201450
Iron
290
1000
1300
1
106
0.90
70-130
20
03/04/20201450
Lead
0.32
100
97
1
97
1.5
70-130
20
03/04/20201450
Manganese
11
100
110
1
97
0.19
70-130
20
03/04/20201450
Nickel
ND
100
98
1
98
1.5
70-130
20
03/04/20201450
Selenium
ND
100
100
1
104
4.3
70-130
20
03/04/20201450
Silver
ND
100
93
1
93
0.60
70-130
20
03/04/20201450
Thallium
ND
100
98
1
98
2.0
70-130
20
03/04/20201450
Vanadium
2.6
100
99
1
97
0.96
70-130
20
03/04/20201450
Zinc
3.5
100
110
1
102
0.47
70-130
20
03/04/20201450
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 73 of 86

ICP-MS - MB
Sample ID: VQ46703-001 Matrix: Aqueous
Batch:46703 Prep Method: 3005A
Analytical Method: 6020B Prep Date: 03/03/2020 1617
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Dissolved Aluminum
ND
1
40
10
ug/L
03/04/2020 1044
Dissolved Antimony
ND
1
2.0
0.50
ug/L
03/04/2020 1044
Dissolved Arsenic
ND
1
2.0
1.3
ug/L
03/04/2020 1044
Dissolved Barium
ND
1
5.0
1.3
ug/L
03/04/2020 1044
Dissolved Beryllium
ND
1
0.40
0.15
ug/L
03/04/2020 1044
Dissolved Cadmium
ND
1
0.50
0.13
ug/L
03/04/2020 1044
Dissolved Chromium
ND
1
5.0
1.3
ug/L
03/04/2020 1044
Dissolved Cobalt
ND
1
5.0
1.3
ug/L
03/04/2020 1044
Dissolved Copper
ND
1
5.0
1.3
ug/L
03/04/2020 1044
Dissolved Iron
ND
1
50
13
ug/L
03/04/2020 1044
Dissolved Lead
ND
1
1.0
0.25
ug/L
03/04/2020 1044
Dissolved Manganese
ND
1
5.0
1.3
ug/L
03/04/2020 1044
Dissolved Nickel
ND
1
5.0
1.3
ug/L
03/04/2020 1044
Dissolved Selenium
ND
1
5.0
1.3
ug/L
03/04/2020 1044
Dissolved Silver
ND
1
1.0
0.25
ug/L
03/04/2020 1044
Dissolved Thallium
ND
1
0.50
0.15
ug/L
03/04/2020 1044
Dissolved Vanadium
ND
1
5.0
2.5
ug/L
03/04/2020 1044
Dissolved Zinc
ND
1
10
2.5
ug/L
03/04/2020 1044
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 74 of 86

ICP-MS - LCS
Sample ID: VQ46703-002
Matrix: Aqueous
Batch:46703
Prep Method: 3005A
Analytical Method: 6020B
Prep Date: 03/03/2020 1617
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit
Analysis Date
Dissolved Aluminum
100
100
1 100
80-120
03/04/2020 1050
Dissolved Antimony
100
100
1 100
80-120
03/04/2020 1050
Dissolved Arsenic
100
100
1 105
80-120
03/04/2020 1050
Dissolved Barium
100
100
1 101
80-120
03/04/2020 1050
Dissolved Beryllium
100
97
1 97
80-120
03/04/2020 1050
Dissolved Cadmium
100
99
1 99
80-120
03/04/2020 1050
Dissolved Chromium
100
99
1 99
80-120
03/04/2020 1050
Dissolved Cobalt
100
100
1 100
80-120
03/04/2020 1050
Dissolved Copper
100
100
1 102
80-120
03/04/2020 1050
Dissolved Iron
1000
1000
1 102
80-120
03/04/2020 1050
Dissolved Lead
100
99
1 99
80-120
03/04/2020 1050
Dissolved Manganese
100
100
1 100
80-120
03/04/2020 1050
Dissolved Nickel
100
100
1 100
80-120
03/04/2020 1050
Dissolved Selenium
100
100
1 104
80-120
03/04/2020 1050
Dissolved Silver
100
98
1 98
80-120
03/04/2020 1050
Dissolved Thallium
100
99
1 99
80-120
03/04/2020 1050
Dissolved Vanadium
100
98
1 98
80-120
03/04/2020 1050
Dissolved Zinc
100
100
1 104
80-120
03/04/2020 1050
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 75 of 86

ICP-MS - MS
Sample ID: VB28067-007MS
Matrix: Aqueous
Batch:46703
Prep Method: 3005A
Analytical Method: 6020B
Prep Date: 03/03/2020 1617
Sample
Spike
Amount
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
Dissolved Aluminum
24
100
130
1
102
75-125
03/04/2020 1259
Dissolved Antimony
0.68
100
100
1
101
75-125
03/04/2020 1259
Dissolved Arsenic
ND
100
110
1
107
75-125
03/04/2020 1259
Dissolved Barium
16
100
120
1
99
75-125
03/04/2020 1259
Dissolved Beryllium
ND
100
98
1
98
75-125
03/04/2020 1259
Dissolved Cadmium
ND
100
99
1
99
75-125
03/04/2020 1259
Dissolved Chromium
ND
100
99
1
99
75-125
03/04/2020 1259
Dissolved Cobalt
ND
100
99
1
99
75-125
03/04/2020 1259
Dissolved Copper
ND
100
100
1
103
75-125
03/04/2020 1259
Dissolved Iron
34
1000
1100
1
102
75-125
03/04/2020 1259
Dissolved Lead
ND
100
99
1
99
75-125
03/04/2020 1259
Dissolved Manganese
2.1
100
100
1
99
75-125
03/04/2020 1259
Dissolved Nickel
ND
100
100
1
100
75-125
03/04/2020 1259
Dissolved Selenium
ND
100
100
1
104
75-125
03/04/2020 1259
Dissolved Silver
ND
100
95
1
95
75-125
03/04/2020 1259
Dissolved Thallium
ND
100
99
1
99
75-125
03/04/2020 1259
Dissolved Vanadium
ND
100
100
1
102
75-125
03/04/2020 1259
Dissolved Zinc
ND
100
110
1
110
75-125
03/04/2020 1259
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 76 of 86

ICP-MS - MSD
Sample ID: VB28067-007MD
Matrix: Aqueous
Batch:46703
Prep Method:
3005A
Analytical Method: 6020B
Prep Date: 03/03/2020 1617
Sample
Spike
Amount
Amount
Result
% Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec % RPD
Limit
Limit
Analysis Date
Dissolved Aluminum
24
100
120
1
101
1.0
75-125
20
03/04/2020 1305
Dissolved Antimony
0.68
100
99
1
99
1.8
75-125
20
03/04/2020 1305
Dissolved Arsenic
ND
100
110
1
106
0.75
75-125
20
03/04/2020 1305
Dissolved Barium
16
100
110
1
98
0.44
75-125
20
03/04/2020 1305
Dissolved Beryllium
ND
100
98
1
98
0.29
75-125
20
03/04/2020 1305
Dissolved Cadmium
ND
100
98
1
98
0.88
75-125
20
03/04/2020 1305
Dissolved Chromium
ND
100
99
1
99
0.12
75-125
20
03/04/2020 1305
Dissolved Cobalt
ND
100
100
1
100
0.82
75-125
20
03/04/2020 1305
Dissolved Copper
ND
100
100
1
103
0.19
75-125
20
03/04/2020 1305
Dissolved Iron
34
1000
1100
1
103
1.5
75-125
20
03/04/2020 1305
Dissolved Lead
ND
100
98
1
98
1.0
75-125
20
03/04/2020 1305
Dissolved Manganese
2.1
100
100
1
99
0.099
75-125
20
03/04/2020 1305
Dissolved Nickel
ND
100
100
1
100
0.53
75-125
20
03/04/2020 1305
Dissolved Selenium
ND
100
110
1
108
3.4
75-125
20
03/04/2020 1305
Dissolved Silver
ND
100
95
1
95
0.63
75-125
20
03/04/2020 1305
Dissolved Thallium
ND
100
99
1
99
0.39
75-125
20
03/04/2020 1305
Dissolved Vanadium
ND
100
100
1
103
1.3
75-125
20
03/04/2020 1305
Dissolved Zinc
ND
100
110
1
107
2.6
75-125
20
03/04/2020 1305
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 77 of 86

CVAA -MB
Sample ID: VQ46629-001 Matrix: Aqueous
Batch:46629 Prep Method:
Analytical Method: 7470A Prep Date: 03/03/2020 0910
Parameter Result Q Dil LOQ DL Units Analysis Date
Mercury ND 1 0.00020 0.000091 mg/L 03/03/20201422
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 78 of 86

CVAA - LCS
Sample ID: VQ46629-002 Matrix: Aqueous
Batch:46629 Prep Method:
Analytical Method: 7470A Prep Date: 03/03/2020 0910
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Mercury 0.0020 0.0019 1 97 80-120 03/03/20201424
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 79 of 86

CVAA - MS
Sample ID: VB28067-005MS Matrix: Aqueous
Batch:46629 Prep Method:
Analytical Method: 7470A Prep Date: 03/03/2020 0910
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Mercury 0.00012 0.0020 0.0020 1 95 85-115 03/03/20201455
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 80 of 86

CVAA - MSD
Sample ID: VB28067-005MD Matrix: Aqueous
Batch:46629 Prep Method:
Analytical Method: 7470A Prep Date: 03/03/2020 0910
Sample Spike
Amount Amount Result % Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Mercury 0.00012 0.0020 0.0019 1 87 7.8 85-115 20 03/03/20201457
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 81 of 86

CVAA -MB
Sample ID: VQ46629-001 Matrix: Aqueous
Batch:46629 Prep Method:
Analytical Method: 7470A Prep Date: 03/03/2020 0910
Parameter Result Q Dil LOQ DL Units Analysis Date
Dissolved Mercury ND 1 0.00020 0.000091 mg/L 03/03/2020 1422
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 82 of 86

CVAA - LCS
Sample ID: VQ46629-002 Matrix: Aqueous
Batch:46629 Prep Method:
Analytical Method: 7470A Prep Date: 03/03/2020 0910
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Dissolved Mercury 0.0020 0.0019 1 97 80-120 03/03/2020 1424
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 83 of 86

Chain of Custody
and
Miscellaneous Documents
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 84 of 86

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PACE ANALYTICAL SERVICES, LLC
Slusiy Erryi-armciml EurF=% Inr
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Croaler 10:I1 ! Ofr' V2(O J_.Otg_ V32$06^
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11. Wem custody sank prmcnt on the orralw'!
rj y
M No
NA
�. U custody sods were presmt, wem tliq iona ar.d anbuokett"
ph Suip 117: 20-0209 _ ChJorinc Strip J.D. INA Tcsxed by- EINIG
Original Wnapwuturc upon mccipti Dcrlved(C ntrer:ltAJI fomperaturc Capon receipt 1/,,&La1 id SnRp-[.alp f1D, NA
23 ,12.3 vC 2-2 /2-2 -DC NA )NA PC NA /NA 'r
Method: 2]Temn enaurc ]dank ©Against J3oL Ies 1R O+an ID: lit Gun C;otrecti r f'� wr: : [-
Molhod of coo[ant: W1 Wei Tcim. ❑ lave. Pach ❑ Dry Tce ❑ Nom —
] Ycs❑ To
JZ NA
3' If rerrperaUjre of a�} Coolor exceeded 6.0¢i� urs Projecl Mmiag+ur Notify ed?
PMv,s No#ifiod bl ; fslsa� is r crnMI I .' I r.-to-face circle wle)-
❑ Yes'
❑ No
®NA
4. is ,he coostmeruia[ courier's packing $lip rAtaahod to this fiann� --
Yes
No
5. Waz a prbF€r oustociy N�vucrlures rc I incl�EiQhcrl/r r.'1 'ed} tol1oweCj?
6, Wt:r�- so-_MPIB 117.s [iste(l on the ISO'? -
ErJ Yes
_-N,{
0 No
Yes
7. Were siamp[e 1135 isted on all stutrple eOLIOiIWIS;
® Yea
❑ Na
8, Vu'as collec'ion dale & tirne li�Lcd on the C l;,,'
S I YCs
Q N,
9. 1 as colleo=ion data: & Eirne listed on all sigmplc containeis'
® y
❑ No
10. Did all container ]nbol infomiation (ID, d4l~, time) MSj%:r wjh titre GoU,?
0 Ye-,
❑Flo
1 I - Wue lesls tD brr poforned limed o7 the COC7
Yes
❑ No
12. LNd all samp[ezi t 1rrc in the pwper eontninm for each test anNor In good axandition
4untWokerl, .ads on, cla.)7
cs
❑ lwlu
113. Wa% Hdrq uate wruple vol Lkne avviILtb[t:?
ff-Yeti;
Q No
14, Were al: s2nples roccived witl1in 'Ia the hulding-:iroe or 48 hCH ITS, whichever comes fir t
Yes
V No
15- ►Nern a=iy SHirples cantaine olini*cxcess (circle one) saripl.Gs NatJiswd on COC?
❑
®N6:
❑?lA
16.:z:r VOA and RSK-175 samples, Faro bubbles pmzelll-`pm-�sizc" ('W'or6mrn irkdir,meter)
in any of tho VOA via Is?
�Q Yes
U No
U T,IA' 17- Were x'1 DRG4nclaJs!n--j1rient samples received 4t a pH of : 27
❑ No
❑ Yes
21 NAI IS. Wffe ail '.;amide samples received at a H ;�- 12 and sul }TdG sta:nplea :eceived a[ a pH } a.'i
Yes
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W= all applicable N1.lgrrKNfcvauidc It ae3anl 6i?5 (� l}-5nl a/L) Swilp1es Enz of resi aa)
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correctly transeti bed fr6rr. tLe COC imn lhL-t*jn rent s�eelion in LIMP
21. Was the -jote tumbo- Jisted on the conininor label- If Quote 4 CIA
❑ Yesj
2.Na
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Sammie(s) N±1 weie re ,Wa inourmcLy p5eserv�-d and vJUC adjusted aL!corclirgjy
En saLuple a+ecti viaag w[!ht NA mL of of rule one: I-12SO4, HNO3,110, Naoi -, using SR # NA
Time ofpres-.-vatio-i 'NA f rrncro than one pre&erva6ve is ljocded: please note in ha conune= below.
SamplG(s) NA _wero ircaived witty bubbles >61run ir, df aineler,
ampl�s(s} N.4 were reLxsi 11 with 7RC, > 0.5 mwL (If 119 k .-are) r.nd VUzrc
s,[ljusEc d accordingly in salnp[ar recpiv;ng with sor;rulr, t1liosL tit (New S^ with Shealy ID; NA
SR huruodc favels applW by-, J3MG Data: QZ'2$1?fY'0
cbmillents:
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 86 of 86

APPENDIX C
FIGURE 2 AND TABLES
FROM THE MAY 2018
SEMI-ANNUAL SAMPLING REPORT
BY SCARLETT GEOPHYSICAL CONSULTING
P.C.

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op
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LEGEND:
.� i r v` �' r,a �. MON�'MRING WELL,
FROMltrflt+L�'a r1 '► f nc \,. f j 1 ; % '' ''�y \ ` t
7 � ttf ! Ji /' � • A � If �, � � t ! � 1. � `i f � � �� � 4~` � � �
SURFACE WATER SAMPLE LOCATION A.
DAVED GARRETT & ASSOCIATES
GROUNDWATER Mid ITORiNG i ,+ t_.%;' �..-- w...... p ..,,; `�.� Y GROUNDWATER CONTOUR
GROUNDWATER 924
WITH PHASE I CDLF AMENDMENTS \,,•I♦.,r. _..`�,
�"• ,� /ir' / �..-�. ` . -. � f 1 �. •___'' ✓'1 ?�. �, •, GRUUT`tDWArtER FLOW DIRECnON
..�. , f• ,� NNA -�.
SHEET 20., DRAWING NO. "i �----•-- t-.��.� `-`..,�' �.- � �`-
�. �BU AIR L=
,.+''^`� ) •�7 �... r ~ � r` ..-"`' * 'ire1 200"

TABLE 1
SUMMARY OF MONITORING WELL DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
Well
No.
Elevation (ft)
Depth
of
Well
(ft)
Static Water Levels3
Sep 19-Sep 22, 2016
May 3-9, 2017
Oct 2-5, 2017
May 10-17, 2018
Land
Surface
Top of
Casing'
Top of
Screen
Bottom of
Screen
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
8103-MW-2
995.43
995.51
945.43
935.43
60.0
41.82
953.69
46.25
949.26
47.27
948.24
46.89
948.62
8103-MW-3
859.62
860.28
822.62
812.62
47.0
34.35
825.93
33.89
826.39
1 34.61
825.67
32.09
828.19
8103-MW-4
849.72
851.03
809.72
799.72
50.0
36.22
814.81
36.06
814.97
36.48
814.55
31.91
819.12
8103-MW-6
833.43
834.90
810.93
795.93
37.5
31.14
803.76
31.88
803.02
32.33
802.57
31.36
803.54
8103-MW-7
890.51
892.70
851.51
836.51
54.0
36.57
856.13
37.82
854.88
37.33
855.37
34.93
857.77
8103-MW-8
857.86
860.31
828.36
813.36
44.5
42.54
817.77
43.49
816.82
44.26
816.05
39.89
820.42
8103-MW-9
864.97
867.25
842.47
827.47
37.5
33.44
833.81
34.00
833.25
35.65
831.60
34.02
833.23
8103-MW-10A
834.73
837.23
743.73
733.73
101.0
6.135
831.10'
4.505
832.73'
5.665
831.57'
6.475
830.76'
8103-MW-10B
834.50
836.15
802.50
797.50
37.0
9.93
826.22
8.92
827.23
10.01
826.14
9.11
827.04
8103-MW-10C
834.50
836.19
823.50
818.50
16.0
9.72
826.47
8.65
827.54
9.78
826.41
8.88
827.31
8103-MW-10D
834.73
837.23
778.73
768.73
66.0
10.99
826.24
9.88
827.35
11.16
826.07
9.96
827.27
8103-MW-11A
815.39
817.18
780.39
770.39
45.0
9.26
807.92
8.62
808.56
9.22
807.96
8.26
808.92
8103-MW-11B
816.32
817.72
806.32
796.32
20.0
10.44
807.28
9.65
808.07
10.31
807.41
9.45
808.27
8103-MW-12
884.33
886.68
849.33
834.33
50.0
46.26
840.42
33.10
853.58
38.90
847.78
32.27
854.41
8103-MW-13
960.80
962.90
887.80
872.80
88.0
77.75
885.15
82.05
880.85
82.50
880.40
81.21
881.69
8103-MW-14
867.08
869.48
849.68
834.68
32.4
23.54
845.94
23.51
845.97
24.80
844.68
20.67
848.81
8103-MW-15
887.58
889.54
1 839.58
849.58
1 38.0
35.04
854.50
31.41
858.13
35.38
854.16
29.10
860.44
Notes
Elevations for 8103-MW-2 through 8103-MW-11 B determined by survey: Burnt Chimney Surveying, Forest City, NC,
December 1998, elevations for 8103-MW-12 and 8103-MW-13 provided by David Garrett P.G., P.E., Engineering
and Geology, Raleigh, NC, 2002 and 1999, respectively
2 Depth to groundwater measured by Scarlett Geophysical Consulting, P.C.
3 Water levels taken from top of casing
4 Depth of well measured from land surface
5 Does not represent static water level. Well has very slow recharge rate (less than 0.03 gallons per day)
RuthCent_0518.xis

TABLE 2
GROUND AND SURFACE WATER SAMPLING FIELD DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17. 2018
Parameter
Sample Location
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10A
8103-MW-10B
Temperature
16.86°C
16.2°C
15.64°C
20.26°C
16.4°C
18.01°C
15.83°C
NS
15.9°C
Conductivity
100 pmhos/cm
956 pmhos/cm
726 pmhos/cm
2080 pmhos/cm
950 pmhos/cm
622 pmhos/cm
35.0 pmhos/cm
NS
97.4 pmhos/cm
pH
8.84
6.56
5.85
6.44
6.65
6.06
5.47
NS
6.38
ORP
83 mV
NA
25 mV
-54 mV
NA
124 mV
157 mV
NS
NA
DO
4.52 mg/I
NA
0.00 mg/I
1.44 mg/I
NA
2.00 mg/I
3.68 mg/I
NS
NA
Turbidity
78.1 NTU
NA
15.4 NTU
10.7 NTU
NA
1.5 NTU
2.3 NTU
NS
NA
Parameter
Sample Location
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-SW-2
Temperature
15.2°C
15.30°C
15.13°C
14.6°C
17.9°C
17.7°C
17.1 °C
16.4°C
17.6°C
Conductivity
101.9 pmhos/cm
336 pmhos/cm
855 pmhos/cm
186.5 mhos/cm
823 pmhos/cm
190.5 pmhos/cm
210.0 pmhos/cm
220.0 pmhos/cm
102.9 pmhos/cm
pH
6.37
5.95
5.60
5.96
6.63
5.75
5.92
5.97
7.26
ORP
NA
61 mV
-74 mV
NA
NA
NA
NA
NA
NA
DO
NA
0.00 mg/I
0.00 mg/I
NA
NA
NA
NA
NA
NA
Turbidity
NA
0.1 NTU
5.4 NTU
NA
NA
NA
NA
NA
NA
Parameter
Sample Location
8103-SW-3
8103-SW-4
8103-SW-5A
Temperature
20.3°C
18.7°C
17.7°C
Conductivity
65.6 pmhos/cm
53.4 pmhos/cm
63.1 pmhos/cm
pH
7.37
7.29
6.93
ORP
NA
NA
NA
DO
NA
NA
NA
Turbidity
NA
NA
NA
NS - Not sampled
NA - Not analyzed
RuthCent_0518.x1s

TABLE 3
GROUNDWATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010 C
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
Well Number
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
ANTIMONY
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
6.0
ARSENIC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
10.0
BARIUM
31.8 J
161.0
178.0
379.0
148.0
206.0
49.7 J
46.8 J
700.0
100
BERYLLIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
4.0
1.0
CADMIUM
BQL
0.36 J
0.7 J
0.5 J
0.2 J
BQL
BQL
BQL
2.0
1.0
CHROMIUM
22.2
3.0 J
4.6 J
3.6 J
18.7
1.7 J
2.7 J
2.7 J
10.0
10.0
COBALT
BQL
0.7 J
1.2 J
`62:5
5.3 J'
BQL
BQL
BQL
1.0
10.0
COPPER
8.2 J
7.0 J
15.8
9.2 J
10.6
5.1 J
3.9 J
4.5 J
1,000.0
10.0
LEAD
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
15.0
10.0
NICKEL
1.5 J
1.1 J
1.3 J
19.0 J
8.6 J
0.8 J
BQL
BQL
100.0
50.0
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
10.0
SILVER
BQL
3.8 J
1.6 J
2.6 J
1.8 J
BQL
1.7 J
BQL
20.0
10.0
THALLIUM
BQL
BQL
BQL
184
BQL
BQL
BQL
BQL
0.28
5.5
VANADIUM
5.3J =
1.8J=
15.4J =
2.2J
124.4J
1.0J
BQL
0.81 =
0.3
25.0
ZINC
248.0
248.0
69.1
170.0
301.0
143.0
156.0
191.0
1,000.0
10.0
Parameter
Well Number
15A NCAC 2L
Standard for Class
GAGroundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
ANTIMONY
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
6.0
ARSENIC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
10.0
BARIUM
767.0
189.0
166.0
415.0
178.0
159.0
1,130.0
680.0
700.0
100
BERYLLIUM
1.9
BQL
BQL
2.0 J
BQL
BQL
3.2
2.1
4.0
1.0
CADMIUM
BQL
BQL
BQL
BQL
0.3 J
BQL
BQL
BQL
2.0
1.0
CHROMIUM
65.1
BQL
0.9 J
-46.4
2.1 J
1.8 J
156.0 „ -
53.9
10.0
10.0
COBALT
36.5 ,.
27.8 ,
11.5
,20J
6.8 J.
3.04
.34.6.
29.4
1.0
10.0
COPPER
47.4
5.2 J
4.6 J
27.0
10.0
6.1 J
71.9
63.9
1,000.0
10.0
LEAD
18.3
BQL
BQL
15.1
BQL
BQL
16.3
30.4
15.0
10.0
NICKEL
39.6 J
4.4 J
4.0 J
28.8
1.8 J
3.2 J
33.5 J
30.6 J
100.0
50.0
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
10.0
SILVER
BQL
1.4 J
3.6 J
BQL
1.8 J
BQL
BQL
BQL
20.0
10.0
THALLIUM
BQL
BQL
4.6 J
BQL
7.8
BQL
BQL
BQL
0.28
5.5
VANADIUM
1 129.0
1 BQL
1 1.2 J
1 89.3
3.4 J
2.4 J
146.0
108.0
0.3
25.0
ZINC
1 305.0
1 230.0
1 26.0
1 227.0
1 284.0
1 263.0
1 302.0
1 272.0
1 1,000.0
1
10.0
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
J - Estimated results. Present but below SWSL
NS - Not Sampled
* - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCent_0518.xis

TABLE 4
GROUNDWATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
Solid Waste
Section Limit
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
(SWSL)
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
5.0
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
1.0
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.18
3.0
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
1.0
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
0.91
BQL
BQL
BQL
BQL
1.51
BQL
BQL
BQL
BQL
BQL
BQL
6.0
5.0
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2J
BQL
BQL
BQL
BQL
BQL
BQL
7.0
5.0
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
1.0
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
I BQL
BQL
BQL
BQL
BQL
BQL
I BQL
BQL
I BQL
BQL
0.04
13.0
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.02
1.0
1,2-DICHLOROBENZENE
BQL
BQL
BQL
0.51
BQL
BQL
BQL
BQL
BQL
BQL
0.11
BQL
BQL
BQL
BQL
BQL
20.0
5.0
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
0.11
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
1.0
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
25:3
BQL
BQL
0.1 J
BQL
BQL
BQL
BQL
BQL
BQL
0.6
1.0
1,4-DICHLOROBENZENE
BQL
BQL
1.4
7.9
BQL
0.11
BQL
BQL
BQL
22
3.1
BQL
BQL
BQL
BQL
BQL
6.0
1.0
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4,000.0
100.0
2-HEXANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
40.0
50.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
560.0
100.0
ACETONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
7.1J
BQL
BQL
6000.0
100.0
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
'
200.0
BENZENE
BQL
BQL
BQL
1.4
BQL
BQL
BQL
BQL
BQL
1.2
0.2 J
BQL
0.2 J
0.6 J
BQL
BQL
1.0
1.0
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
0.6
3.0
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
1.0
BROMOFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
3.0
BROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
700.0
100.0
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
1.0
CHLOROBENZENE
BQL
BQL
1.3J
453
0.2J
SOL
BQL
I BQL
BQL
2.0J
5.5
BQL
BQL
0.11
BQL
BQL
50.0
3.0
CHLOROETHANE
BQL
BQL
0.2 J
BQL
BQL
BQL
BQL
BQL
BQL
0.4 J
0.5 J
BQL
BQL
0.61
BQL
BQL
3,000.0
10.0
CHLOROFORM
BQL
BQL
BQL
BQL
BQL
BQL
0.3J
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
5.0
CHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
1.0
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2 J
BQL
10.1
0.11
BQL
BQL
0.6 J
0.3 J
BQL
70.0
5.0
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
1.0
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.41
3.0
DIBROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
10.0
ETHYLBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
1.0
METHYL IODIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.0
1.0
STYRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
1.0
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.2
BQL
BQL
BQL
BQL
BQL
BQL
0.7
1.0
TOLUENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
1.0
TOTAL XYLENES
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.51
BQL
BQL
500.0
5.0
TRANS-I,2-DICHLOROETIENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
5.0
TRANS-I,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
1.0
TRANS-I,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
12
BQL
BQL
BQL
BQL
BQL
BQL
3.0
1.0
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2J
BQL
2,000.0
1.0
VINYL ACETATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
88.0
50.0
VINYL CHLORIDE
BQL
BQL
SOL
0.4 J
SOL
BQL
BQL
BQL
BQL
0.3 J
0.4 J
BQL
BQL
0.2 J
BQL
BQL
0.03
1.0
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
J - Estimated result. Present but below SWSL
B - Lab blank contamination
NS - Not Sampled
Standard not established
• Shaded -11' cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• For constituents that are not naturally occurring and have no established standards, the SW SLs are the Standards
RuthCent_0518.As

TABLE 5
GROUNDWATER SAMPLING RESULTS
APPENDIX II TRIGGERED CONSTITUENTS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
SW-846
Method
Well Number
15A NCAC 2L
Standard for Class
GAGroundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
1,3-Dichlorobenzene
8260
BQL
0.6 J
BQL
BQL
BQL
BQL
BQL
BQL
0.2 J
BQL
200.0
5.0
1,3-Dichloropropane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
1.0
Dichlorodifluoromethane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1,000.0
5.0
4,4'- DDD
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
*
0.1
4,4'- DDT
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
*
0.1
alpha-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.006
0.05
beta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
0.05
delta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
0.05
Endrin
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.0
0.1
gamma-BHC (Lindane)
1 8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.03
*
0.05
Mercury
1 7470
0.72
0.11 J
0.05 J
0.06 J
0.05 J
0.02 J
0.06 J
0.09 J
0.03 J
0.06 J
1.0
0.2
Notes:
All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
J - Estimated result. Present but below SWSL
• * - Standard not established
Shaded, cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
For constituents that are not naturally occurring and have no established standards, the SWSLs are the Standards
NA - Not analyzed
RuthCent_0518.xis

TABLE 6
GROUNDWATER SAMPLING RESULTS
APPENDIX II INORGANIC CONSTITUENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
Laboratory
Method
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
ANTIMONY
SW 846 6010
BQL
BQL
BQL
BQL
BQL
1.0
6.0
ARSENIC
SW 846 6010
BQL
BQL
BQL
BQL
BQL
10.0
10.0
BARIUM
SW 846 6010
178.0
379.0
148.0
206.0
49.7 J
700.0
100.0
BERYLLIUM
SW 846 6010
BQL
BQL
BQL
BQL
BQL
4.0
1.0
CADMIUM
SW 846 6010
0.7 J
0.5 J
0.2 J
BQL
BQL
2.0
1.0
CHROMIUM
SW 846 6010
4.6 J
3.6 J
18.7
1.7 J
2.7 J
10.0
10.0
COBALT
SW 846 6010
1.2 J
62.5
5.3 J
BQL
BQL
1.0
10.0
COPPER
SW 846 6010
15.8
9.2 J
10.6
5.1 J
3.9 J
1,000.0
10.0
CYANIDE
EPA 335.2
BQL
BQL
BQL
BQL
BQL
70.0
10.0
LEAD
SW 846 6010
4.3 J
BQL
BQL
BQL
BQL
15.0
10.0
MERCURY
SW 846 7470
0.72
0.11 J
0.05 J
0.06 J
0.05 J
1.0
0.2
NICKEL
SW 846 6010
1.3 J
19.0 J
8.6 J
0.8 J
BQL
100.0
50.0
SELENIUM
SW 846 6010
BQL
6.8 J
BQL
BQL
BQL
20.0
10.0
SILVER
SW 846 6010
1.6 J
2.6 J
1.8 J
BQL
1.7 J
20.0
10.0
SULFIDE
EPA 376.1
BQL
BQL
BQL
BQL
BQL
1,000.0
THALLIUM
SW 846 6010
BQL
18.4
BQL
BQL
BQL
0.28
5.5
TIN
SW 846 6010
BQL
BQL
BQL
BQL
BQL
2,000.0
100.0
VANADIUM
SW 846 6010
15.4 J
2.2 J
24.4 J
1.0 J
BQL
0.3
25.0
ZINC
SW 846 6010
69.1
BQL
301.0
143.0
156.0
1,000.0
10.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• J - Estimated result. Present but below SWSL
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed the 2L or Groundwater Protection Standards
• INS - Not Sampled
RuthCent_0518.xis

TABLE 7
GROUNDWATER SAMPLING RESULTS
APPENDIX II VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17. 2018
Parameters
Sample Locations
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
1.0
5.0
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
200.0
*
1.0
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
0.2
0.18
3.0
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
0.6
1.0
1,1-DICHLOROETHANE
BQL
BQL
0.9 J
BQL
BQL
6.0
5.0
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
7.0
*
5.0
1,1-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
5.0
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
0.005
*
1.0
1,2,4-TRICHLOROBENZENE'
BQL
BQL
BQL
BQL
BQL
70.0
70.0
10
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
0.04
*
13.0
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
BQL
0.02
1.0
1,2-DICHLOROBENZENE
BQL
0.5 J
BQL
BQL
BQL
20.0
*
5.0
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
0.1 J
0.4
1.0
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
25.3
0.6
*
1.0
1,3-DICHLOROBENZENE
BQL
0.6 J
BQL
BQL
BQL
200.0
5.0
1,3-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
*
1.0
1,4-DICHLOROBENZENE
1.4
7.9 .
BQL
0.1 J
BQL
6.0
1.0
2,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
*
15.0
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
4,000.0
100.0
2-HEXANONE
BQL
BQL
BQL
BQL
BQL
40.0
50.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
BQL
560.0
100.0
ACETONE
BQL
BQL
BQL
BQL
BQL
6,000.0
*
100.0
ACETONITRILE
BQL
BQL
BQL
BQL
BQL
42.0
55.0
ACROLEIN
BQL
BQL
BQL
BQL
BQL
*
4.0
53.0
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
200.0
ALLYL CHLORIDE 3-chloro ro ene
BQL
BQL
BQL
BQL
BQL
*
10.0
BENZENE
BQL
1.4 '
BQL
BQL
BQL
1.0
1.0
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
0.6
3.0
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
0.6
1.0
BROMOFORM
BQL
BQL
BQL
BQL
BQL
4.0
*
3.0
BROMOMETHANE
BQL
BQL
BQL
BQL
BQL
10.0
10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
BQL
700.0
*
100.0
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
BQL
0.3
1.0
CHLOROBENZENE
1.3 J
45.3
0.2 J
BQL
BQL
50.0
*
3.0
CHLOROETHANE
0.2 J
BQL
BQL
BQL
BQL
3,000.0
*
10.0
CHLOROFORM
BQL
BQL
BQL
BQL
0.3 J
70.0
*
5.0
CHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
3.0
1.0
CHLOROPRENE
BQL
BQL
BQL
BQL
BOIL
*
*
20.0
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
70.0
5.0
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
0.4
*
1.0
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
0.4
0.41
3.0
DIBROMOMETHANE
BQL
BQL
BQL
BQL
BQL
70.0
10.0
DICHLORODIFLOUROMETHANE
BQL
BQL
BQL
BQL
BQL
1,000.0
5.0
ETHYL BENZENE
BQL
BQL
BQL
BQL
BQL
600.0
*
1.0
ETHYL METHACRYLATE
BQL
BQL
BQL
BQL
BQL
10.0
ISOBUTYL ALCOHOL
BQL
BQL
BQL
BQL
BQL
*
100.0
METHACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
100.0
METHYL IODIDE
BQL
BQL
BQL
BQL
BQL
*
10.0
METHYL METHACRYLATE
BQL
BQL
BQL
BQL
BQL
25.0
30.0
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
5.0
*
1.0
PROPIONITRILE
BQL
BQL
BQL
BQL
BQL
150.0
STYRENE
BQL
BQL
BQL
BQL
BQL
70.0
*
1.0
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
0.7
1.0
TOLUENE
BQL
BQL
BQL
BQL
BQL
600.0
*
1.0
TOTAL XYLENES
BQL
BQL
BQL
BQL
BQL
500.0
*
5.0
TRANS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
100.0
*
5.0
TRANS-I,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
0.4
1.0
TRANS-1,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
*
100.0
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
3.0
1.0
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
BQL
2,000.0
*
1.0
VINYL ACETATE
BQL
BQL
BQL
BQL
BQL
88.0
50.0
VINYL CHLORIDE
BQL
0.4 J
BQL
BQL
BQL
0.03
*
1.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• J - Estimated result. Present but below reporting limit.
• * - Standard not established
• Shaded cells ' denote concentrations that equal or exceed 21 or Groundwater Protection Standards
• For constituents that are not naturally occurring and have no established standards, the SWSLs are the Standards
• ' Analyzed by SW-846 Method 8270
• NS - Not Sampled
RuthCent_0518.xls

TABLE 8
GROUNDWATER SAMPLING RESULTS
APPENDIX II SEMI -VOLATILE CONSTITUENTS BY SW-846 METHOD 8270
CENTRAL SANITARY LANDFILL (# 81-03), RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
0,0,0-TRIETHYL PHOSPHOROTHIOATE
BQL
BQL
BQL
BQL
BQL
10.0
0,0-DIETHYL o-2-PYROZINYL
BQL
BQL
BQL
BQL
BQL
20.0
1,2,4,5-TETRACHLOROBENZENE
BQL
BQL
BQL
BQL
BQL
2.0
10.0
1,2,4-TRICHLOROBENZENE
BQL
BQL
BQL
BQL
BQL
70.0
70.0
10.0
1,4-NAPHTHOQUINONE
BQL
BQL
BQL
BQL
BQL
*
10.0
1-NAPHTHYLAMINE
BQL
BQL
BQL
BQL
BQL
10.0
2,3,4,6-TETRACHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
200.0
10.0
2,4,5-TRICHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
*
63.0
10.0
2,4,6-TRICHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
*
4.0
10.0
2,4-DICHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
0.98
10.0
2,4-DIMETHYLPHENOL
BQL
BQL
BQL
BQL
BQL
100.0
10.0
2,4-DINITROPHENOL
BQL
BQL
BQL
BQL
BQL
*
50.0
2,4-DINITROTOLUENE
BQL
BQL
BQL
BQL
BQL
*
0.1
10.0
2,6-DICHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
10.0
2,6-DINITROTOLUENE
BQL
BQL
BQL
BQL
BQL
10.0
2-ACETYLAMINOFLUORENE
BQL
BQL
BQL
BQL
BQL
20.0
2-CHLORONAPHTHALENE
BQL
BQL
BQL
BQL
BQL
10.0
2-CHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
0.4
10.0
2-METHYLNAPHTHALENE
BQL
BQL
BQL
BQL
BQL
30.0
10.0
2-METHYLPHENOL (O-CRESOL)
BQL
BQL
BQL
BQL
BQL
400.0
10.0
2-NAPHTHYLAMINE
BQL
BQL
BQL
BQL
BQL
10.0
2-NITROANILINE
BQL
BQL
BQL
BQL
BQL
50.0
2-NITROPHENOL
BQL
BQL
BQL
BQL
BQL
10.0
3 & 4-METHYLPHENOL M & P-CRESOL
BQL
BQL
BQL
BQL
BQL
400/40
10.0
3,3'-DICHLOROBENZIDINE
BQL
BQL
BQL
BQL
BQL
20.0
3,3'-DIMETHYLBENZIDINE
BQL
BQL
BQL
BQL
BQL
10.0
3-METHYLCHOLANTHRENE
BQL
BQL
BQL
BQL
BQL
10.0
3-NITROANILINE
BQL
BQL
BQL
BQL
BQL
50.0
4,6-DINITRO-o-CREOSOL
BQL
BQL
BQL
BQL
BQL
50.0
4-AMINOBIPHENYL
BQL
BQL
BQL
BQL
BQL
*
20.0
4-BROMOPHENYL PHENYL ETHER
BQL
BQL
BQL
BQL
BQL
10.0
4-CHLORO-3-METHYLPHENOL
BQL
BQL
BQL
BQL
BQL
*
20.0
4-CHLOROANILINE
BQL
BQL
BQL
BQL
BQL
*
20.0
4-CHLOROPHENYL PHENYL ETHER
BQL
BQL
BQL
BQL
BQL
*
"
10.0
4-NITROANILINE
BQL
BQL
BQL
BQL
BQL
*
20.0
4-NITROPHENOL
BQL
BQL
BQL
BQL
BQL
*
50.0
5-NITRO-0-TOLUIDINE
BQL
BQL
BQL
BQL
BQL
10.0
7,12-DIMETHYLBENZAANTHRACENE
BQL
BQL
BQL
BQL
BQL
10.0
ACENAPHTHENE
BQL
3.4 J
BQL
BQL
BQL
80.0
10.0
ACENAPHTHYLENE
BQL
BQL
BQL
BQL
BQL
200.0
10.0
ACETOPHENONE
BQL
BQL
BQL
BQL
BQL
700.0
10.0
ANTHRACENE
BQL
BQL
BQL
BQL
BQL
2,000.0
10.0
BENZO A ANTHRACENE
BQL
BQL
BQL
BQL
BQL
0.05
10.0
BENZO A PYRENE
BQL
BQL
BQL
BQL
BQL
0.005
10.0
BENZO B FLUORANTHENE
BQL
BQL
BQL
BQL
BQL
0.05
10.0
BENZO G,H,I PERYLENE
BQL
BQL
BQL
BQL
BQL
200.0
10.0
BENZO K FLUORANTHENE
BQL
BQL
BQL
BQL
BQL
0.5
10.0
BENZYL ALCOHOL
BQL
BQL
BQL
BQL
BQL
*
700.0
20.0
BIS(2-CHLORO-1-METHYLETHYL)ETHERZ
BQL
BQL
BQL
BQL
BQL
10.0
BIS 2-CHLOROETHOXY METHANE
BQL
BQL
BQL
BQL
BQL
10.0
BIS 2-CHLOROETHYL ETHER
BQL
BQL
BQL
BQL
BQL
0.031
10.0
BIS 2-ETHYLHEXYL PHTHALATE
BQL
BQL
BQL
BQL
1.8 J
3.0
*
15.0
BUTYL BENZYL PHTHALATE'
BQL
BQL
BQL
BQL
BQL
1,000.0
10.0
CHLOROBENZILATE
BQL
BQL
BQL
BQL
BQL
10.0
CHRYSENE
BQL
BQL
BQL
BQL
BQL
5.0
10.0
DIALLATE (TOTAL)
BQL
BQL
BQL
BQL
BQL
10.0
RuthCent_0518.xls

TABLE 8 (CONT.)
Parameter
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
DIBENZ A,H ANTHRACENE
BQL
BQL
BQL
BQL
BQL
0.005
10.0
DIBENZOFURAN
BQL
BQL
BQL
BQL
BQL
28.0
10.0
DIETHYL PHTHALATE
BQL
BQL
BQL
BQL
BQL
6,000.0
6,000.0
DIMETHYL PHTHALATE
BQL
BQL
BQL
BQL
BQL
10.0
DI-N-BUTYLPHTHALATE
BQL
BQL
BQL
BQL
BQL
700.0
10.0
DI-N-OCTYLPHTHALATE
BQL
BQL
BQL
BQL
BQL
100.0
10.0
DIPHENYLAMINE
BQL
BQL
BQL
BQL
BQL
10.0
ETHYL METHANESULFONATE
BQL
BQL
BQL
BQL
BQL
20.0
FLUORANTHENE
BQL
BQL
BQL
BQL
BQL
300.0
10.0
FLUORENE
BQL
BQL
BQL
BQL
BQL
300.0
10.0
HEXACHLOROBENZENE
BQL
BQL
BQL
BQL
BQL
0.02
10.0
HEXACHLOROBUTADIENE
BQL
BQL
BQL
BQL
BQL
0.4
0.44
10.0
HEXACHLOROCYCLOPENTADIENE
BQL
BQL
BQL
BQL
BQL
50.0
10.0
HEXACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
2.5
10.0
HEXACHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
10.0
INDENO 1,2,3-CD PYRENE
BQL
BQL
BQL
BQL
BQL
0.05
10.0
ISODRIN
BQL
BQL
BQL
BQL
BQL
20.0
ISOPHORONE
BQL
BQL
BQL
BQL
BQL
40.0
10.0
ISOSAFROLE
BQL
BQL
BQL
BQL
BQL
10.0
m-DINITROBENZENE4
BQL
BQL
BQL
BQL
BQL
20.0
METHAPYRILENE
BQL
BQL
BQL
BQL
BQL
100.0
METHYL METHANESULFONATE
BQL
BQL
BQL
BQL
BQL
10.0
N-NITROSODIETHYLAMINE
BQL
BQL
BQL
BQL
BQL
20.0
N-NITROSODIMETHYLAMINE
BQL
BQL
BQL
BQL
BQL
0.0007
10.0
N-NITROSODI-N-BUTYLAMINE
BQL
BQL
BQL
BQL
BQL
10.0
N-NITROSODI-N-PROPYLAMINE
BQL
BQL
BQL
BQL
BQL
10.0
N-NITROSODIPHENYLAMINE
BQL
BQL
BQL
BQL
BQL
10.0
N-NITROSOMETHYLETHYLAMINE
BQL
BQL
BQL
BQL
BQL
10.0
N-NITROSOPIPERIDINE
BQL
BQL
BQL
BQL
BQL
20.0
N-NITROSOPYRROLI DINE
BQL
BQL
BQL
BQL
BQL
10.0
NAPHTHALENE
BQL
BQL
BQL
BQL
BQL
6.0
10.0
NITROBENZENE
BQL
BQL
BQL
BQL
BQL
10.0
O-TOLUIDINE
BQL
BQL
BQL
BQL
BQL
10.0
P-DIMETHYLAMINOAZOBENZENE
BQL
BQL
BQL
BQL
BQL
10.0
PENTACHLOROBENZENE
BQL
BQL
BQL
BQL
BQL
10.0
PENTACHLORONITROBENZENE
BQL
BQL
BQL
BQL
BQL
20.0
PHENACETIN
BQL
BQL
BQL
BQL
BQL
20.0
PHENANTHRENE
BQL
BQL
BQL
BQL
BQL
200.0
10.0
PHENOL
BQL
BQL
BQL
BQL
BQL
30.0
10.0
p-PHENYLENEDIAMINES
BQL
BQL
BQL
BQL
BQL
10.0
PRONAMIDE
BQL
BQL
BQL
BQL
BQL
10.0
PYRENE
BQL
BQL
BQL
BQL
BQL
200.0
10.0
SAFROLE
BQL
BQL
BQL
BQL
BQL
10.0
sym-TRINITROBENZENE
BQL
BQL
BQL
BQL
BQL
10.0
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
J - Estimated result. Present but below SWSL
* - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
For constituents that are not naturally occurring and have no established standards, the SWSLs are the Standards
- 4,6-Dinitro-o-creosole = 4,6-Dinitro-2-methylphenol = 2-Methyl-4,6-dinitrophenol
2 - Bis (2-chloro-l-methylethyl) ether = 2,2-Oxybis(1-chloropropane) = Bis (2-chloroisopropyl) ether
a - Butyl benzyl phthalate = Benzylbutylphthalate
4 - m-Dinitrobenzene = 1,3 Dinitrobenzene
e - p-Phenylenediamine = 1,4 Phenylenediamine
e - sym-Trinitrobenzene = 1,3,5-Trinitrobenzene
NS - Not Sampled
RuthCent_0518.x1s

TABLE 9
GROUNDWATER SAMPLING RESULTS
APPENDIX II ORGANOPHOSPHORUS PESTICIDES BY SW-846 METHOD 8270
APPENDIX II HERBICIDES BY SW-846 METHODS 8151A and 8270D
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
PARAMETER
WELL NUMBER
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-4 8103-MW-6 8103-MW-7 8103-MW-8 8103-MW-9
PESTICIDES
0,0,0-TRIETHYL PHOSPHOROTHIOATE
BQL
BQL
BQL
BQL
BQL
10.0
DIMETHOATE
BQL
BQL
BQL
BQL
BQL
20.0
DISULFOTON
BQL
BQL
BQL
BQL
BQL
0.3
10.0
FAMPHUR
BQL
BQL
BQL
BQL
BQL
20.0
KEPONE
BQL
BQL
BQL
BQL
BQL
20.0
METHYL PARATHION
BQL
BQL
BQL
BQL
BQL
10.0
PARATHION
BQL
BQL
BQL
BQL
BQL
10.0
PHORATE
BQL
BQL
BQL
BQL
BQL
1.0
10.0
THIONAZIN
BQL
BQL
BQL
BQL
BQL
20.0
2,4,5-T
BQL
BQL
BQL
BQL
BQL
2.0
2,4,5-TP (SILVEX)
BQL
BQL
BQL
BQL
BQL
50.0
2,4-D
BQL
BQL
BQL
BQL
BQL
70.0
2.0
DINOSEB
BQL
BQL
BQL
BQL
BQL
7.0
1.0
PENTACHLOROPHENOL
I BQL
I BQL
I BQL
I BQL
I BQL
1 0.3
1
25.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• J - Estimated result. Present but below SWSL
• Shaded " cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• For constituents that are not naturally occurring and have no established standards, the SWSLs are the Standards
• 1 - Thionazin = 0,0-Diethyl o-2-pyrozinyl
RuthCent_0518.xls

TABLE 10
GROUNDWATER SAMPLING RESULTS
APPENDIX II PESTICIDES/PCBS BY SW-846 METHOD 8081/8082
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
PARAMETER
WELL NUMBER
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
4,4'-DDD
BQL
BQL
BQL
BQL
BQL
0.1
0.1
4,4'-DDE
BQL
BQL
BQL
BQL
BQL
0.1
4,4'-DDT
BQL
BQL
BQL
BQL
BQL
0.1
0.1
ALDRIN
BQL
BQL
BQL
BQL
BQL
0.002
0.05
ALPHA-BHC
BQL
BQL
BQL
BQL
BQL
0.006
0.05
AROCLOR 1016
BQL
BQL
BQL
BQL
BQL
0.09
2.0
AROCLOR 1221
BQL
BQL
BQL
BQL
BQL
0.09
2.0
AROCLOR 1232
BQL
BQL
BQL
BQL
BQL
0.09
2.0
AROCLOR 1242
BQL
BQL
BQL
BQL
BQL
0.09
2.0
AROCLOR 1248
BQL
BQL
BQL
BQL
BQL
0.09
2.0
AROCLOR 1254
BQL
BQL
BQL
BQL
BQL
0.09
2.0
AROCLOR 1260
BQL
BQL
BQL
BQL
BQL
0.09
2.0
BETA-BHC
BQL
BQL
BQL
BQL
BQL
0.019
0.05
CHLORDANE TOTAL
BQL
BQL
BQL
BQL
BQL
0.1
0.5
DELTA-BHC
BQL
BQL
BQL
BQL
BQL
0.019
0.05
DIELDRIN
BQL
BQL
BQL
BQL
BQL
0.002
0.075
ENDOSULFANI
BQL
BQL
BQL
BQL
BQL
40.0
0.1
ENDOSULFAN II
BQL
BQL
BQL
BQL
BQL
42.0
0.1
ENDOSULFAN SULFATE
BQL
BQL
BQL
BQL
BQL
40.0
0.1
ENDRIN
BQL
BQL
BQL
BQL
BQL
2.0
0.1
ENDRIN ALDEHYDE
BQL
BQL
BQL
BQL
BQL
2.0
0.1
GAMMA-BHC LINDANE
BQL
BQL
BQL
BQL
BQL
0.03
0.05
HEPTACHLOR
BQL
BQL
BQL
BQL
BQL
0.008
0.05
HEPTACHLOR EPDXIDE
BQL
BQL
BQL
BQL
BQL
0.004
0.075
METHOXYCHLOR
BQL
BQL
BQL
BQL
BQL
40.0
1.0
TOXAPHENE
BQL
BQL
BQL
BQL
BQL
0.03
1.5
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• J - Estimated result. Present but below SWSL
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• For constituents that are not naturally occurring and have no established standards, the SWSLs are the Standards
• INS - Not Sampled
RuthCent_0518.xls

TABLE 11
GROUNDWATER SAMPLING RESULTS
MONITORED NATURAL ATTENUATION PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
Solid Waste
Section Limit
(SWSL)
8103-MW-2
8103-MW-4
8103-MW-6
8103-MW-8
8103-MW-9
8103-MW-10D
8103-MW-11A
ACETIC ACID
AM23G
BQL
BQL
BQL
120 u /L
BQL
BQL
BQL
ALKALINITY
SM 2320B
52,000 ug/L
359,000 ug/L
471,000 ug/L
79,400 ug/L
28,400 ug/L
161,000 ug/L
367,000 ug/L
BOD
SM 5210B
BQL
BQL
BQL
2,910 ug/L
BQL
BQL
BQL
BUTYRIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
CARBON DIOXIDE
SM 4500 CO2 C
20,200 u /L
173,000 u /L
248,000 u /L
61,600 u /L
62,500 u /L
130,000 u /L
290,000 u /L
CHLORIDE
SM 4500 Cl C
2,620 ug/L
18,400 ug/L
336,000 u /L
115,000 ug/L
4,720 ug/L
10,500 ug/L
42,000 ug/L
250,000.0
COD
EPA 410.4
BQL
BQL
74,000 u /L
BQL
BQL
BQL
20,000 u /L
ETHANE
AM20GAX
BQL
BQL
0.75 ug/L
BQL
BQL
BQL
0.15 ug/L
ETHENE
AM20GAX
BQL
BQL
0.59 u /L
BQL
BQL
BQL
0.15 u /L
HEXANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
HYDROGEN
AM20GAX
3.4 nM
N/A
3.3 nM
3.2 nM
3.2 nM
2.6 Nm
2.1 u /L
i-HEXANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
i-PENTANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
IRON
EPA 200.7
3,190 u /L
2,010 u /L
4,370 u /L
188 ug/L (J)
68.5 ug/L (J)
866 u /L
4,010 u /L
300.0
*
300.0
LACTIC ACID & HIBA
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHANE
AM20GAX
BQL
5.3 ug/L
75 ug/L
BQL
BQL
410 ug/L
200 ug/L
NITRATE -NITROGEN
SM 4500 NO3 E
67 u /L
80 u /L
65 u /L J
6,370 u /L J
BQL
BQL
BQL
10,000.0
*
10,000.0
PENTANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PROPIONOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PYRUVIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SULFATE
SM 4500 SO4 E
BQL
BQL
BQL
16,600 u /L J
BQL
BQL
BQL
250,000.0
*
250,000.0
SULFIDE
EPA 376.1
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
*
1,000.0
TOTAL ORGANIC CARBON
SM 5310C
BQL
3,240 ug/L
28,100 ug/L
3,590 ug/L
BQL
BQL
6,320 ug/L
Notes:
• ug/L - micrograms per Liter (ppb)
• nM - nano Moles
• BQL - Below Method Detection Limit
• J - Estimated result. Present but below SWSL
• * - Standard not established
• NS - Not sampled
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• Analyzed approximately 2 hours out of hold time
Ruth Cent_0518.As

TABLE 12
GROUNDWATER AND SURFACE WATER SAMPLING RESULTS
C & D PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
15A NCAC 2B
Standard for Class
B,C Surface Water
Solid Waste
Section Limit
(SWSL)
8103-MW-2
8103-MW-3
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5A
ALKALINITY
SM 2320B
52,000
340,000
359,000
82,200
40,600
14,100
35,900
17,000
11,300
15,100
ALUMINUM
SW 846 6010C
1,580.0
308.0
867.0
423.0
47,300.0
50,000.0
2,400.0
500.0
767.0
788.0
3,500
CHLORIDE
SM 4500 Cl C
2,620.0
52,500.0
15,200.0
4,720.0
8,920.0
8,920.0
6,820.0
3,670.0
4,720.0
3,150.0
250,000.0
*
230,000
IRON
EPA200.7
3,190:0
`1,070:0
-3,960.-0
`2,580.0
43,700.0 '
43,100:0 "
-3,240.0
773.0
1,070.0
1,020.0
300.0
1,000
300.0
MANGANESE
SW 846 6010
34.7 J
262.0
5,3MID
779.0
`1,640.0
1,480.0
128.0
29.7 J
32.7 J
27.6 J
50.0
50.0
MERCURY
SW 846 7470
0.06 J
0.04 J
0.02 J
0.07 J
0.14 J
0.03 J
0.05 J
0.01 J
-0.16 J
0.04 J
1.0
0.012
0.200
SULFATE
SM 4500 SO4 E
BQL
41,400 J
14,800 J
BQL
44,700 J
61,500 J
10,300 J
BQL
BQL
BQL
250,000.0
250,000.0
TDS
SM 2540 C
72,000
552,000
508,000
121,000
162,000
156,000
73,000
40,000
55,000
55,000
500,000.0
TETRAHYDROFURAN
SW 846 8260B
BQL
1.6
1.9
BQL
1.1
BQL
BQL
BQL
BQL
BQL
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
J - Estimated result. Present but below SWSL
* - Standard/Limit not established
NS - Not sampled
I'l - Action Level
Shaded cells denote concentrations that equal or exceed 2B Standards, 2L Standards, Groundwater Protection Standards, or Action Levels
RuthCent_0518.xis

TABLE 13
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
0
r. r. ..
r r r: rrr
r• r rrr
�aaaa��a��aaaaaaaa
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichl..propane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• ' - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• s - 4,4'-DDD and 4,4'-DDT added to Appendix 11 triggered constituent list
• 4 - Aluminum added to C&D constituent list
RuthCent_0518.xis

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
04/11/2001
09/12-13/2001
04/03/2002
06/27/2002
10/02/2002
04/02-03/2003
09/03/2003
04/06/2004
10/27/2004
04/05/2005
09/08/2005
04/04-05/2006
10/26-27/2006
5/22-23/2007
10/23-26/2007
05/06-08/2008
09/22-25/2008
8103-MW-2
I
I
I
I
I
I
I
I
I
I
I
1
I, MINA
I, MNA, C&D
I, MNA, C&D
8103-MW-3
I
I
I
I
I
I
I
I
I
I
I
I
I
1
1, C&D
1, C&D
8103-MW-4
I'll
1, 11 t
I'll
I, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
1, 11, MINA
1, 11(t), MNA
8103-MW-6
I'll
1, 11 t
I'll
I, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
1, 11, MINA
1, 11(t), MNA
8103-MW-7
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
8103-MW-8
I'll
I, II t
I'll
I, II t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
1, 11, MNA
I, 11(t), MNA
8103-MW-9
I'll
I, II t
I'll
I, II t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
I, 11, MNA
1, 11(t), MNA
8103-MW-10A
8103-MW-10B
I,IIt)
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
8103-MW-10C
I,IIt)
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
8103-MW-10D
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
1,IIt,MNA
1,IIt,MNA
I,11t,MNA
8103-MW-11A
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I, lilt), MNA
I, lilt), MNA
I,11t,MNA
8103-MW-11B
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
8103-MW-12
I
I
I
I
I
I
I
I
I
I
I
1
I, C&D
I, C&D
8103-MW-13
I
I
I
I
I
I
I
I
I
I
I
1
I, C&D
I, C&D
8103-MW-14
I, C&D
I, C&D
8103-MW-15
1, C&D
1, C&D
I - denotes well was sampled for Appendix I constituents on this date
II - denotes well was sampled for Appendix II constituents on this date
II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
MNA - denotes well was sampled for Monitored Natural Attenuation constituents
C&D - denotes well was sampled for Construction and Demolition constituents
• ' - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• s - 4,4'-DDD and 4,4'-DDT added to Appendix 11 triggered constituent list
4 - Aluminum added to C&D constituent list
RuthCent_0518.xis

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
05/18-05/21, 2009
10/07-10/09, 2009
05/17-05/20, 2010
09/20-09/23, 2010
04/25-05/02, 2011
09/27-09/30, 2011
04/30-05/03, 2012
09/25-10/03, 2012
04/15-18/2013
09/23-09/28, 2013
04/28-05/01, 2014
09/29-10/04, 2014
04/27-05/02, 2015
09/28-10/07, 2015
04/26-05/05, 2016
8103-MW-2
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D°
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&Ds
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-4
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)s, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-6
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)s, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-7
1,11
I, II t
1,11
I, II t
1,11
I, II(t)s, MNA
8103-MW-8
1 I, II, MNA
I, 11(t), MNA
I, 11(t), MNA
I, II, MNA
I, II(t)s, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
1 I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-9
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)z, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-10A
8103-MW-10B
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(t)s
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10C
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(t)s
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10D
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t)s, MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
8103-MW-11A
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t)s, MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
8103-MW-11 Bi
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(tp
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-12
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-13
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-14
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-15
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• 1 - Appendix I volatiles only
• 3 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• 3 - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• 4 - Aluminum added to C&D constituent list
5 - 1,3-dichlorobenzene added to Appendix II triggered constituent list
6 - Tetrahydrofuran added to C&D constituent list
RuthCent_0518.xls

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
Well
09/19-09/22, 2016
05/03-05/09, 2017
10/02-10/05, 2017
05/10-05/17, 2018
8103-MW-2
I, MNA, C&D
I, MINA, C&D
I, MNA, C&D
I, MINA, C&D
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-4
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
8103-MW-6
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
8103-MW-7
I, II t
1,11
I, II t
1,11
8103-MW-8
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
8103-MW-9
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
8103-MW-10A
8103-MW-10B
I, II t
I, II t
I, II t
I, II t
8103-MW-10C
I, II t
I, II t
I, II t
I, II t
8103-MW-10D
I, 11(t), MINA
I, 11(t), MNA
I, 11(t), MINA
I, 11(t), MNA
8103-MW-11A
I, 11(t), MNA
I, 11(t), MINA
I, 11(t), MNA
I, 11(t), MINA
t
I, II t
I, II t
I, It
83-MW-11B
-MW-1
I, C&D
I, C&D
I, C&D
I, C&D
-MW-13 3
I, C&D
I, C&D
I, C&D
I, C&D3-MW-13
4
I, C&D
I, C&D
I, C&D
I, C&D
.JO
I, C&D
I, C&D
I, C&D
I, C&D
• I - denotes well was sampled for Appendix I constituents on this date
• 11 - denotes well was sampled for Appendix 11 constituents on this date
• 11(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• ' -Appendix I volaliles only
• 2 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• 3 - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• " - Aluminum added to C&D constituent list
• s - 1,3-dichlorobenzene added to Appendix II triggered constituent list
• s - Tetrahydrofuran added to C&D constituent list
RuthCent_0518.xls

TABLE14
GROUNDWATER FLOW RATES
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Hydraulic
Conductivity
Effective
Velocity
Velocity
Well No.
(cm/sec)
Gradient
Porosity
(cm/sec)
(ft/yr)
8103-MW-2
1.3 x 10-5
0.087
.20
5.63 x 10-6
5.83
8103-MW-4
3.7 x 10-6
0.044
.20
8.16 x 10-7
0.84
8103-MW-6
2.4 x 10-5
0.109
.20
1.30 x 10-5
13.48
8103-MW-7
2.9 x 10-6
0.168
.201
2.43 x 10-6
2.52
8103-MW-8
1.6 x 10-4
0.029
.20
2.32 x 10-5
24.01
8103-MW-9
2.1 x 10-5
0.023
.20
2.42 x 10-6
2.50
The above results were obtained by using the relation:
V = Ki
Where K = hydraulic conductivity
i = gradient
n = effective porosity
V = velocity
Porosity value may not reflect true nature of fractured bedrock.
8103-MW-7 is screened in rock.
RuthCent_0518.xls

TABLE15
SURFACE WATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
Solid Waste
Section Limit
(SWSL)
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5A
ANTIMONY
BQL
BQL
BQL
BQL
6.0
ARSENIC
BQL
BQL
BQL
BQL
50.0
10.0
BARIUM
62.5 J
30.4 J
38.5 J
33.9 J
100.0
BERYLLIUM
BQL
BQL
BQL
BQL
6.5
1.0
CADMIUM
BQL
BQL
BQL
BQL
2.0
1.0
CHROMIUM
6.0 J
5.0 J
2.1 J
1.7 J
50.0
10.0
COBALT
1.7 J
BQL
BQL
BQL
10.0
COPPER
8.6 J
5.5 J
6.0 J
4.3 J
7.0111
10.0
LEAD
BQL
BQL
BQL
BQL
25.0
10.0
NICKEL
1.1 J
BQL
19.6 J
BQL
88.0
50.0
SELENIUM
BQL
BQL
BQL
BQL
5.0
10.0
SILVER
4.0 J
BQL
BQL
2.7 J
0.06"]
10.0
THALLIUM
BQL
BQL
BQL
BQL
5.5
VANADIUM
9.4 J
2.2 J
3.4 J
3.4 J
25.0
ZINC
1 230.0
1 319.0
1 258.0
1 146.0
1 50.0
10.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• J - Estimated result. Present but below SWSL
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• ['] - Action Level
• NS - Not sampled. Dry location.
RuthCent_0518.x1s

TABLE 16
SURFACE WATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameters
Sample Location
15A NCAC 2B/EPA
Standards for Class
B,C Surface Water
Solid Waste
Section Limit
(SWSL)
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
5.0
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
2,500.0
1.0
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
3.0
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
1.0
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
20,000.0
5.0
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
5,400.0
5.0
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
1.0
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
13.0
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
1.0
1,2-DICHLOROBENZENE
BQL
BQL
BQL
BQL
470.0
5.0
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
1.0
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
1.0
1,4-DICHLOROBENZENE
BQL
BQL
BQL
BQL
100.0
1.0
2-BUTANONE
BQL
BQL
BQL
BQL
160,000.0
100.0
2-HEXANONE
BQL
BQL
BQL
BQL
50.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
26,000.0
100.0
ACETONE
BQL
BQL
BQL
BQL
2,000.0
100.0
ACRYLONITRILE
BQL
BQL
BQL
BQL
55.0
BENZENE
BQL
BQL
BQL
BQL
1.0
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
3.0
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
1.0
BROMOFORM
BQL
BQL
BQL
BQL
3.0
BROMOMETHANE
BQL
BQL
BQL
BQL
10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
100.0
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
1.0
CHLOROBENZENE
BQL
BQL
BQL
BQL
140.0
3.0
CHLOROETHANE
BQL
BQL
BQL
BQL
10.0
CHLOROFORM
BQL
BQL
BQL
BQL
5.0
CHLOROMETHANE
BQL
BQL
BQL
BQL
1.0
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
5.0
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
12.0
1.0
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
3.0
DIBROMOMETHANE
BQL
BQL
BQL
BQL
10.0
ETHYLBENZENE
BQL
BQL
BQL
BQL
97.0
1.0
IODOMETHANE
BQL
BQL
BQL
BQL
10.0
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
1.0
STYRENE
BQL
BQL
BQL
BQL
1.0
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
1.0
TOLUENE
BQL
BQL
BQL
BQL
11.0
1.0
TOTAL XYLENES
BQL
BQL
BQL
BQL
670.0
5.0
TRANS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
5.0
TRANS- 1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
12.0
1.0
TRANS- 1,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
100.0
TRICHLOROETHENE
BQL
BQL
BQL
BQL
1.0
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
1.0
VINYL ACETATE
BQL
BQL
BQL
BQL
50.0
VINYL CHLORIDE
BQL
BQL
BQL
BQL
1.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• J - Estimated result. Present but below SWSL
• ' - Standard not established
• Shadedcellscells denote concentrations that equal or exceed 2B Standards
RutfFGQecnVitg xlss that are not naturally occurring and have no established standards, the SWSLs are the Standards

TABLE 17
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE GROUNDWATER STANDARDS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
Solid Waste
Section Limit
8103-MW-2
8103-MW-3
8103-MW4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
Standard
(SWSL)
ALUMINUM
47,300.0
50,000.0
3,500.0
'
BARIUM
- 767.0 -
1-1130.0
700.0
'
100.0
CHLORIDE
336,000.0,
250,000.0
CHROMIUM
22.2
18.7
65.1
46A
56.0
53.9
10.0
'
10.0
COBALT
1.2 J
62.5
5:3 J
36.5
27.8
11.5
20.7
6.8 J
3.'0 J
38.6
29.4
'
1.0
10.0
IRON
• 3190.0
1,070.0
2,010,0
•4,370.0 _
= 866.0
4,010.0.
3,960.0 -
_ 2,580.0•
43,70&.0
43,100.0 =
300.0
'
300.0
LEAD
18.3
15.1
16.3
30A
15.0
'
10.0
MANGANESE
262.0
5,370.0
779.0
1640.0
1,480.0
50.0
'
50.0
TDS
' 552,000.0
508,000.0
500,000.0
THALLIUM
18.4
4.6 J
7.8
'
0.28
5.5
VANADIUM
5.3J
1.8J
15AJ
2.2J
24AJ
1.01
0.8J
129.0
1.2J
89.3
3.4J
2.4J
146.0
108.0
'
0.3
25.0
1,2-DICHLOROPROPANE
25:3
0.6
'
1.0
1,4-DICHLOROBENZENE
7.9
6.0
'
1.0
BENZENE
1.4
1.2
1.0
'
1.0
TETRACHLOROETHENE
1.2
0.7
'
1.0
VINYL CHLORIDE
- 0.4J
0.3,J
0A J -
0.2 J
0.03
'
1.0
Notes:
• All results in parts per billion (ppb)
• J - Estimated result. Present but below SWSL
• ' - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• For constituents that are not naturally occurring and have no established standards, the SWSLs are the Standards
RuthCeM_0519As

TABLE18
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE SURFACE WATER STANDARDS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 10-17, 2018
Parameter
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
Solid Waste
Section Limit
(SWSL)
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
COPPER
8.6 J
7.0111
10.0
IRON
3,240.0
1000.0111
300.0
MERCURY
0.05 J
0.16 J
0.04 J
0.012
0.200
SILVER
4.0 J
2.7 J
0.06111
10.0
ZINC
230.0
319.0
258.0
146.0
50.0111
10.0
Notes:
• All results in parts per billion (ppb)
• J - Estimated result. Present but below SWSL
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• I'] - Action Level
• NS - Not sampled. Dry location
RuthCent_0518.xls

APPENDIX D
FIGURE 2 AND TABLES
FROM THE OCTOBER 2018
SEMI-ANNUAL SAMPLING REPORT
BY SCARLETT GEOPHYSICAL CONSULTING
P.C.

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�
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J�41
a
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7 , 3 A RES
yt� ., 1 � +1� � .•.r....-�4 r � � b � Y l� t y r::t7 -
4p1� / e•a --- '.,.. LEGEND:°'�..�„ ias i ....�..•r..r�....,..
r 1 � , . i � JjJ// � �/ ! .1: � � St! I j � I ; �'�'�.- lip x '• �,
! r Y3 + 1 1
r r 1 f rJ ! J MUI�ITORING WELL
FROM: �I i � , l 1 E �.,� � � (, ,� J °' : �-p / � T � . 1 i t rf �, ,---~-� • •, �. �. ``�• N �..\,
R SAMPLE LOCATION
1� /�% Jf � .. � gta. � i � � ! .''/�� � { -�•�,.,� �`''`�—` � 1 � � t y , SURFACE. WATER .�►.
DAViD► GA.RRETT & ASSOCIATES
�J 'ONOURGROUNDWATER MONITORING PLAN GROUNDWATER ATER C
WITH PHASE I CDLF AMENDMENTS GROUNDWATER rREcTIorr
,r J , ._ .... ) ``� ...w. f E-- `� , ,..: r• \ �. t.0w 03
SHEET 20, DRAWING NO. MIP1
_TR BUYARt�,EAST
\ `
"'� zoo'
NINO

TABLE 1
SUMMARY OF MONITORING WELL DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
Well
No.
Elevation (ft)
Depth
of
Well
(ft)
Static Water Levels3
May 3-9, 2017
Oct 2-5, 2017
May 10-17, 2018
Oct 1-8, 2018
Land
Surface
Top of
Casing'
Top of
Screen
Bottom of
Screen
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
8103-MW-2
995.43
995.51
945.43
935.43
60.0
46.25
949.26
47.27
948.24
46.89
948.62
46.20
949.31
8103-MW-3
859.62
860.28
822.62
812.62
47.0
33.89
826.39
34.61
825.67
32.09
828.19
33.23
827.05
8103-MW-4
849.72
851.03
809.72
799.72
50.0
36.06
814.97
36.48
814.55
31.91
819.12
34.82
816.21
8103-MW-6
833.43
834.90
810.93
795.93
37.5
31.88
803.02
32.33
802.57
31.36
803.54
31.12
803.78
8103-MW-7
890.51
892.70
851.51
836.51
54.0
37.82
854.88
37.33
855.37
34.93
857.77
35.88
856.82
8103-MW-8
857.86
860.31
828.36
813.36
44.5
43.49
816.82
44.26
816.05
39.89
820.42
42.56
817.75
8103-MW-9
864.97
867.25
842.47
827.47
37.5
34.00
833.25
35.65
831.60
34.02
833.23
34.64
832.61
8103-MW-10A
834.73
837.23
743.73
733.73
101.0
4.505
832.735
5.665
831.57'
6.475
830.76'
6.725
830.515
8103-MW-10B
834.50
836.15
802.50
797.50
37.0
8.92
827.23
10.01
826.14
9.11
827.04
9.51
826.64
8103-MW-10C
834.50
836.19
823.50
818.50
16.0
8.65
827.54
9.78
826.41
8.88
827.31
9.29
826.90
8103-MW-10D
834.73
837.23
778.73
768.73
66.0
9.88
827.35
11.16
826.07
9.96
827.27
9.44
827.79
8103-MW-11A
815.39
817.18
780.39
770.39
45.0
8.62
808.56
9.22
807.96
8.26
808.92
8.55
808.63
8103-MW-11 B
816.32
817.72
806.32
796.32
20.0
9.65
808.07
10.31
807.41
9.45
808.27
9.42
808.30
8103-MW-12
884.33
886.68
849.33
834.33
50.0
33.10
853.58
38.90
847.78
32.27
854.41
38.10
848.58
8103-MW-13
960.80
962.90
887.80
872.80
88.0
82.05
880.85
82.50
880.40
81.21
881.69
80.26
882.64
8103-MW-14
867.08
869.48
849.68
834.68
32.4
23.51
845.97
24.80
844.68
20.67
848.81
27.18
842.30
8103-MW-15
887.58
889.54
839.58
849.58
38.0
31.41
858.13
35.38
854.16
29.10
860.44
32.40
857.14
Notes:
1 Elevations for 8103-MW-2 through 8103-MW-11 B determined by survey: Burnt Chimney Surveying, Forest City, NC,
December 1998, elevations for 8103-MW-12 and 8103-MW-13 provided by David Garrett P.G., P.E., Engineering
and Geology, Raleigh, NC, 2002 and 1999, respectively
2 Depth to groundwater measured by Scarlett Geophysical Consulting, P.C.
3 Water levels taken from top of casing
4 Depth of well measured from land surface
5 Does not represent static water level. Well has very slow recharge rate (less than 0.03 gallons per day)
RuthCent_1018

TABLE 2
GROUND AND SURFACE WATER SAMPLING FIELD DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Sample Location
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10A
8103-MW-10B
Temperature
15.08°C
17.4°C
13.69°C
15.41°C
16.7°C
14.39°C
13.79°C
NS
16.6°C
Conductivity
93.0 pmhos/cm
934 pmhos/cm
580 pmhos/cm
1960 pmhos/cm
953 pmhos/cm
393 pmhos/cm
41.0 pmhos/cm
NS
102.3 pmhos/cm
pH
7.24
6.38
5.88
5.90
6.70
5.33
4.59
NS
6.17
ORP
235 mV
NA
186 mV
6 mV
NA
310 mV
307 mV
NS
NA
DO
6.54 mg/I
NA
0.72 mg/I
1.69 mg/I
NA
5.48 mg/I
6.43 mg/I
NS
NA
Turbidity
18.4 NTU
NA
0.0 NTU
0.0 NTU
NA
0.0 NTU
0.0 NTU
NS
NA
Parameter
Sample Location
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-SW-2
Temperature
17.1°C
13.06°C
13.42°C
17.2°C
17.7°C
17.6°C
17.4°C
16.2°C
20.5°C
Conductivity
100.0 pmhos/cm
286 pmhos/cm
715 pmhos/cm
167.E pmhos/cm
563 pmhos/cm
191.3 pmhos/cm
206 pmhos/cm
233 pmhos/cm
101.6 pmhos/cm
pH
6.40
5.30
5.56
5.86
6.41
5.70
5.71
5.87
7.13
ORP
NA
133 mV
53 mV
NA
NA
NA
NA
NA
NA
DO
NA
0.54 mg/I
0.40 mg/I
NA
NA
NA
NA
NA
NA
Turbidity
NA
0.0 NTU
0.0 NTU
NA
NA
NA
NA
NA
NA
Parameter
Sample Location
8103-SW-3
8103-SW-4
8103-SW-5
Temperature
21.0°C
20.9°C
20.4°C
Conductivity
80.6 pmhos/cm
58.3 pmhos/cm
76.7 pmhos/cm
pH
7.32
7.16
6.71
ORP
NA
NA
NA
DO
NA
NA
NA
Turbidity
NA
NA
NA
NS - Not sampled
NA - Not analyzed
RuthCent_1018

TABLE 3
GROUNDWATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Well Number
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
ANTIMONY
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
1.0
ARSENIC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
21.7
167.0
154.0
382.0
132.0
163.0
59.1
357.0
700.0
BERYLLIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.88
4.0
CADMIUM
BQL
0.4
0.4
0.5
0.4
0.3
BQL
BQL
2.0
CHROMIUM
2.2
1.8
2.3
7.0
4.8
2.8
2.9
26.3
10.0
COBALT
BQL
1.2
1.3 =
44.5
1.9 : -
BQL
BQL
17.4
1.0
COPPER
BQL
1.3
3.9
BQL
5.2
BQL
BQL
23.0
1000.0
LEAD
BQL
BQL
2.6
BQL
BQL
BQL
BQL
10.5
15.0
NICKEL
BQL
1.5
1.8
19.7
3.3
1.3
1.2
20.3
100.0
SELENIUM
BQL
BQL
BQL
6.78
BQL
BQL
BQL
BQL
20.0
SILVER
4.7
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
THALLIUM
BQL
BQL
BQL
34.3
BQL
BQL
BQL
BQL
0.28
VANADIUM
2.1
2.3
8.6
BQL
5.9
1.5
BQL
53.8
*
0.3
ZINC
12.4
9.0
26.1
55.6
29.7
47.4
17.8
66.5
1000.0
Parameter
Well Number
15A NCAC 2L
Standard for Class
GAGroundwater
NC Groundwater
Protection
Standard
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
ANTIMONY
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
1.0
ARSENIC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
209.0
191.0
183.0
492.0
140.0
171.0
83.4
104.0
700.0
BERYLLIUM
0.59
BQL
BQL
3.6
BQL
BQL
BQL
BQL
4.0
CADMIUM
BQL
0.32
0.3
BQL
0.3
0.4
BQL
0.3
2.0
CHROMIUM
23.5
1.9
3.8
67.2
6.8
2.7
1.6
3.9
10.0
COBALT
10.7
27.1
12.5
28.4
4.3
4.7
BQL
BQL
1.0
COPPER
13.0
10.3
BQL
30.9
8.8
14.5
BQL
BQL
1000.0
LEAD
6.6
BQL
BQL
23.1
2.4
3.9
BQL
BQL
15.0
NICKEL
11.3
12.1
4.6
40.8
3.8
12.4
0.7
0.8
100.0
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
THALLIUM
BQL
• 4.4
14.2
BQL
3.4
•2.7
BQL
BQL
0.28
VANADIUM
42.&
BQL
0.9
136.0
9.5
2.9
2.4
2.7
0.3
ZINC
57.2
25.0
6.6
127.0
22.0
21.6
9.3
10.2
1000.0
Notes:
All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
NS - Not Sampled
• * - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCent_1018

TABLE 4
GROUNDWATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MWA
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
Standard
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
200.0
'
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.18
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
0.6
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
0.6
BQL
BQL
BQL
BQL
1.3
BQL
BQL
BQL
BQL
BQL
BQL
6.0
`
1,1-DICHLOROETHENE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
7.0
'
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
"
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
0.04
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.02
"
1,2-DICHLOROBENZENE
BQL
BQL
BQL
0.6
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
20.0
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
"
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BOIL
BQL
BOIL
20.3
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
0.6
1,4-DICHLOROBENZENE
BQL
BQL
0.7
6.9
BQL
BQL
BQL
BQL
BQL
2.0
2.6
BQL
BQL
BQL
BQL
BQL
6.0
"
1,4-DIOXANE
2.3
'22.9'
2.2
108.0'
.5.3"
7.0
BQL
2.5
BQL
2.2
10.8'
2.7
4:8
BOIL
2.5
BQL
3.0
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4,000.0
`
2-HEXANONE
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
40.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
560.0
ACETONE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
6,000.0
'
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
`
BENZENE
BQL
BQL
BQL
12
BQL
BQL
BQL
BOIL
BQL
1.0
0.2
BQL
BQL
0.6
BQL
BQL
1.0
'
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BROMODICHLOROMETHANE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
0.6
'
BROMOFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
"
BROMOMETHANE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
1 10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
700.0
"
CARBON TETRACHLORIDE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
0.3
CHLOROBENZENE
BQL
BQL
0.6
36.5
BQL
BQL
BQL
BQL
BQL
1.8
5.4
BQL
BQL
BQL
BQL
BQL
50.0
"
CHLOROETHANE
BQL
BQL
0.61
BQL
BQL
BQL
BQL
BQL
BQL
0.6
0.4
BQL
BQL
0.8
BQL
BQL
3,000.0
'
CHLOROFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
`
CHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
'
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
9.5
BQL
BQL
BQL
0.5
0.3
BQL
70.0
"
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.41
DIBROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
ETHYLBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
"
METHYL IODIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.0
"
STYRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.3
BQL
BQL
BQL
BQL
BQL
BQL
0.7
"
TOLUENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
TOTAL XYLENES
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.5
BQL
BQL
500.0
`
TRANS-I,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
'
TRANS-I,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.2
TRANS-I,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.1
BQL
BQL
BQL
BQL
BQL
BQL
3.0
`
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.3J
2,000.0
'
VINYL ACETATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
88.0
VINYLCHLORIDE
BQL
BQL
BQL
0.4
BQL
BQL
BQL
BQL
BQL
0.4
0.7
BQL
BQL
0.2
BQL
BQL
0.03
'
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
B - Lab blank contamination
NS - Not Sampled
`- Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCeM_1018

TABLE 5
GROUNDWATER SAMPLING RESULTS
APPENDIX II TRIGGERED CONSTITUENTS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
SW-846
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
Parameter
Method
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
GAGroundwater
Standard
1,3-Dichlorobenzene
8260
BQL
0.5
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
1,3-Dichloro ro ane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Dichlorodifluorom ethane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1,000.0
4,4'- DDD
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
4,4'- DDT
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
al ha-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.006
beta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
delta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
Endrin
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.0
gamma-BHC Lindane
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.03
Mercury
7470
0.09
0.05
BQL
BQL
0.03
0.01
BQL
0.05
BQL
0.08
1.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
Shaded" . ' ° cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• NA -Not analyzed
• NS - Not Sampled
RuthCent_1018

TABLE 6
GROUNDWATER SAMPLING RESULTS
MONITORED NATURAL ATTENUATION PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
8103-MW-2
8103-MW-4
8103-MW-6
8103-MW-8
8103-MW-9
8103-MW-10D
8103-MW-11A
ACETIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
ALKALINITY
SM 2320B
52,100 u /L
346,000 u /L
621,000 u /L
75,300 u /L
22,300 u /L
143,000 u /L
378,000 u /L
BOD
SM 5210B
BQL
BQL
2,190 u /L
BQL
BQL
BQL
BQL
BUTYRIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
CARBON DIOXIDE
SM 4500 CO2 C
2,640 u /L
202,000 u /L
316,000 u /L
106,000 u /L
79,200 u /L
150,000 u /L
304,000 u /L
CHLORIDE
SM 4500 Cl C
2,940 u /L
13,200 u /L
284,000 ug/L
71,900 u /L
5,870 u /L
10,800 u /L
41,100 u /L
250,000.0
COD
EPA 410.4
BQL
7,000 u /L
84,000 u /L
6,000 u /L
BQL
5,000 u /L
21,000 u /L
ETHANE
AM20GAX
BQL
BQL
0.70 u /L
BQL
BQL
BQL
0.19 u /L
ETHENE
AM20GAX
BQL
BQL
0.45 u /L
BQL
BQL
BQL
0.20 u /L
HEXANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
<MRL
BQL
HYDROGEN
AM20GAX
48 nM
16 Nm
24 nM
22 nM
24 nM
24 nM
48 Nm
i-HEXANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
i-PENTANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
IRON
EPA 200.7
1,060 ug/L
1,190 ug/L
3,790 ug/L
223 u /L
33.1 u /L
734 ug/L
3890 ug/L
300.0
LACTIC ACID & HIBA
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHANE
AM20GAX
BQL
3.0 u /L
120 u /L
BQL
3.5 u /L
3.5 u /L
320 u /L
NITRATE -NITROGEN
SM 4500 NO3 E
60.0 u /L
BQL
BQL
6,020 u /L
BQL
BQL
BQL
10,000.0
PENTANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PROPIONOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PYRUVIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SULFATE
SM 4500 SO4 E
BQL
BQL
11,000 u /L
12,700 u /L
BQL
BQL
10,700 u /L
250,000.0
SULFIDE
EPA 376.1
BQL
BQL
BQL
BQL
BQL
BQL
BQL
TOTAL ORGANIC CARBON
SM 5310
BQL
2,380 ug/L
27,700 ug/L
2,580 ug/L
BQL
BQL
6,100 ug/L
Notes:
• ug/L - micrograms per Liter (ppb)
• nM - nano Moles
• BQL - Below Method Detection Limit
• * - Standard not established
• ** - Analysed past hold time
• NS - Not sampled
RuthCent_1018

TABLE 7
GROUNDWATER AND SURFACE WATER SAMPLING RESULTS
C & D PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
15A NCAC 213
Standard for Class
B,C Surface Water
8103-MW-2
8103-MW-3
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
ALKALINITY
SM 2320B
52,100
342,000
253,000
74,400
41,800
24,200
27,000
24,200
14,000
21,400
ALUMINUM
SW8466010C
468.0
314.0
2,400.0
599.0
504.0
1,060.0
278.0
55.4
254.0
158.0
3,500.0
CHLORIDE
SM 4500 Cl C
2,940
458,400
9,780
6,360
5,870
9,780
7,340
5,870
5,380
6,360
250,000.0
230,000111
IRON
EPA200.7
1,060.0
1,060.0
4,500.0
2,570.0
637.0,
1,020.0
426.0
297.0
496.0
991.0
300.0
1 1,000111
MANGANESE
SW 846 6010
12.0
275.0_
1,620.0
1,060.0
29.3
60.3
76.4
41.2
21.7
35.6
50.0
MERCURY
SW 846 7470
0.03
BQL
0.02
0.12
BQL
BQL
0.04
BQL
0.05
BQL
1.0
0.012
SULFATE
SM 4500 SO4 E
BQL
42,700
BQL
BQL
24,600
36,600
BQL
BQL
BQL
BQL
250,000.0
TDS
SM 2540 C
78,000
572,000
323,000
125,000
139,000
185,000
79,000
60,000
57,000
66,000
TETRAHYDROFURAN
SW 8468260B
BQL
BQL
BQL
BQL
1.9
BQL
BQL
BQL
BQL
BQL
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
* - Standard/Limit not established
NS - Not sampled
Ill - Action Level
Shaded cells denote concentrations that equal or exceed 2B Standards, 2L Standards, Groundwater Protection Standards, or Action Levels
NA - Not analyzed due to insufficient sample volume. See note.
RuthCent_1018

TABLE 8
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
����
r r ••
r: r: ••
�����
r. r. ..
����
r r r: rrr
r• r rrr
�aaaa��a��aaaaaaaa
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix 11 triggered constituents
(113-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodiFluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• I - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix 11 triggered constituent list
• a - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• ° - Aluminum added to C&D constituent list
• s - 1,3-dichlorobenzene added to Appendix 11 triggered constituent list
• 6 - Tetrahydrofuran added to C&D constituent list
• 7 - 1,4-Dioxane added to all sample locations
RuthCent_1018

TABLE 8 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
04/11/2001
09/12-13/2001
04/03/2002
06/27/2002
10/02/2002
04/02-03/2003
09/03/2003
04/06/2004
10/27/2004
04/05/2005
09/08/2005
04/04-05/2006
10/26-27/2006
5/22-2312007
10/23-26/2007
05/06-08/2008
09/22-25/2008
8103-MW-2
I
I
I
I
I
I
I
I
I
I
I
1
I, MNA
I, MNA, C&D
I, MNA, C&D
8103-MW-3
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I, C&D
I, C&D
8103-MW-4
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1,IIt,MNA
1,11,MNA
1,IIt,MNA
8103-MW-6
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
I, 11(t)
I'll
I, 11(t), MNA
1, 11, MNA
I, 11(t), MNA
8103-MW-7
I'll
1, 11(t)
I'll
I, 11(t)
I'll
I, 11(t)
I'll
I, 11(t)
I'll
1, 11(t)
I'll
I, 11(t)
I'll
I, 11(t)
I'll
I, 11(t)
8103-MW-8
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
8103-MW-9
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
I, 11(t), MNA
1,11,MNA
I, 11(t), MNA
8103-MW-10A
8103-MW-10B
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
8103-MW-10C
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
8103-MW-10D
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
8103-MW-11A
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
11(t)
1, 11(t)
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
8103-MW-11B
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
-1,
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
8103-MW-12
I
I
I
I
I
I
I
I
I
I
I
1
1, C&D
1, C&D
8103-MW-13
1
1
1
1
1
1
1
1
1
1
1
1
1, C&D
1, C&D
8103-MW-14
1, C&D
1, C&D
8103-MW-15
1, C&D
1, C&D
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• 11(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• - Appendix I volatiles only
• z - Mercury and endrin aldehyde added to Appendix I I triggered constituent list
• 3 - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• ° - Aluminum added to C&D constituent list
• s - 1,3-dichlorobenzene added to Appendix 11 triggered constituent list
• 6 - Tetrahydrofuran added to C&D constituent list
• 7 - 1,4-Dioxane added to all sample locations
RuthCent_1018

SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
TABLE 8 (cont.)
Well
05/18-05/21, 2009
10/07-10/09, 2009
05/17-05/20, 2010
09/20-09/23, 2010
04125-05102, 2011
09/27-09/30, 2011
04130-05103, 2011
09/25-10/03, 2012
04115-04118,2013
09/23-09/28, 2013
04128-0511, 2014
09/29-10/04, 2014
04/27-05102, 2015
09/28-10107, 2015
04/26-05/05, 2016
09119-09/22, 2016,
8103-MW-2
I MNA C&D
1, MINA C&D
I MNA C&D
I, MNA, C&D4
I, MNA, C&D
I, MINA, C&D
I, MNA, C&D
I, MINA, C&D
I, MNA, C&D
I, MINA, C&D
I, MINA, C&Ds
I, MINA, C&D
I, MNA, C&D
I, MNA, C&D
I, MINA, C&D
I, MNA, C&D
8103-MW-3
I, C&D
1, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-4
I, II, MNA
1, lilt), MNA
I, II, MNA
I, II t MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, II(t), MINA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
8103-MW-6
I, II, MNA
1, lilt), MNA
I, II, MNA
I, lilt), MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, II(t), MINA
I, II, MINA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
8103-MW-7
III
I, II t
I, II
I, II t
III
I, II(t)s
I'll
I, II(t)
I'll
I, II(U
I'll
I, II(t)
I'll
I, II(t)
I'll
I, II(t)
8103-MW-8
I, II, MNA
1, lilt), MNA
I, lilt), MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MNA
I, II, MINA
I, II(t), MNA
8103-MW-9
I, II, MNA
1. lilt), MNA
I, II, MNA
I, lilt), MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MNA
I, II, MINA
I, II(t), MNA
8103-MW-10A
8103-MW-10B
1, II t
I, II t
I, II t
I II t
II t
I, II(t)s
I, II(t)
I, II(U
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10C
1, II t
I, II t
II t
I II t
II t
I, II(t)s
I, II(t)
I, II(U
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10D
I, II t, MNA
1, lilt), MNA
I, II t MNA
I, lilt), MNA
I, II t MNA
I, II(t)s, MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MINA
I, lilt), MINA
I, lilt), MINA
I, II(t), MNA
I, II(t), MINA
I, II(t), MNA
8103-MW-11A
I, II t, MNA
1, lilt), MNA
I, II t MNA
I, lilt), MNA
I, II t MNA
I, II(t)s, MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MINA
I, lilt), MINA
I, lilt), MINA
I, II(t), MNA
I, II(t), MINA
I, II(t), MNA
8103-MW-11B
1, II t
I, II t
II t
I II t
II t
I, II(t)s
I, II(t)
I, II(U
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-12
I, C&D
1, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
1 I, C&D
1 I, C&D
1 I, C&D
I, C&Ds
I, C&D
1 I, C&D
I, C&D
I, C&D
1 I, C&D
8103-MW-13
I, C&D
1, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-14
I, C&D
1, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-15
I, C&D
1 I, C&D
1 I, C&D
1 I, C&D4
1 I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• ' -Appendix
I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• a - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• 4 - Aluminum added to C&D constituent list
• 5 - 1,3-dichlorobenzene added to Appendix II triggered constituent list
• 6 - Tetrahydrofuran added to C&D constituent list
• 7 - 1,4-Dioxane added to all sample locations
RuthCent_1018

TABLE 8 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
05/03-05/09, 2017
10/02-10/05, 2017
05/10-05/17, 2018
10/01-10/08, 2018
8103-MW-2
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D7
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D7
8103-MW-4
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-6
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-7
1,11
I, II t
1,11
I, II(t)
8103-MW-8
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-9
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-10A
8103-MW-10B
I, II t
I, II t
I, II t
I, II(t)
8103-MW-10C
I, II t
I, II t
I, II t
I, II(t)
8103-MW-10D
I, 11(t), MNA
I, 11(t), MINA
I, 11(t), MINA
I, II(t), MNA7
8103-MW-11A
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t), MNA7
8103-MW-11B
I, II t
I, II t
I, II t
I, II(t)
8103-MW-12
I, C&D
I, C&D
I, C&D
I, C&D7
8103-MW-13
I, C&D
I, C&D
I, C&D
I, C&D7
8103-MW-14
I, C&D
I, C&D
I, C&D
I, C&D7
8103-MW-15
I, C&D
I, C&D
I, C&D
I, C&D7
I - denotes well was sampled for Appendix I constituents on this date
II - denotes well was sampled for Appendix II constituents on this date
II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
MNA - denotes well was sampled for Monitored Natural Attenuation constituents
C&D - denotes well was sampled for Construction and Demolition constituents
' -Appendix I volaliles only
3 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
3 - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
° -Aluminum added to C&D constituent list
5 - 1,3-dichlorobenzene added to Appendix II triggered constituent list
6 - Tetrahydrofuran added to C&D constituent list
- 1,4-Dioxane added to all sample locations
RuthCent_1018

TABLE 9
GROUNDWATER FLOW RATES
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Hydraulic
Conductivity
Effective
Velocity
Velocity
Well No.
(cm/sec)
Gradient
Porosity
(cm/sec)
(ft/yr)
8103-MW-2
1.3 x 10-50.089
.20
5.77 x 10
5.97
8103-MW-4
3.7 x 10-6
0.032
.20
5.95 x 10-7
0.62
8103-MW-6
2.4 x 10-5
0.100
.20
1.20 x 10-5
13.15
8103-MW-7
2.9 x 10-6
0.095
.201
1.38 x 10-6
1.42
8103-MW-8
1.6 x 10-4
0.021
.20
1.66 x 10-5
17.23
8103-MW-9
I 2.1 x 10-
0.022
.20
1 2.33 x 1 O'l
2.42
The above results were obtained by using the relation:
V = Ki
n
Where K = hydraulic conductivity
i = gradient
n = effective porosity
V = velocity
Porosity value may not reflect true nature of fractured bedrock.
8103-MW-7 is screened in rock.
RuthCent_1018

TABLE10
SURFACE WATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
ANTIMONY
BQL
BQL
BQL
BQL
ARSENIC
BQL
BQL
BQL
BQL
50.0
BARIUM
47.5
31.3
35.4
40.5
BERYLLIUM
BQL
BQL
BQL
BQL
6.5
CADMIUM
BQL
0.2
BQL
BQL
2.0
CHROMIUM
1.2
1.0
1.3
2.9
50.0
COBALT
2.4 J
BQL
BQL
BQL
COPPER
BQL
BQL
BQL
39.0
7.0[1]
LEAD
BQL
BQL
BQL
BQL
25.0
NICKEL
BQL
BQL
BQL
26.1
88.0
SELENIUM
BQL
BQL
BQL
BQL
5.0
SILVER
BQL
BQL
BQL
BQL
0.06[1]
THALLIUM
BQL
BQL
BQL
BQL
VANADIUM
1 1.4
0.7
2.1
1.2
ZINC
1 5.4
8.1
9.4
10.0
50.0[1]
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• [11 - Action Level
RuthCent_1018

TABLE 11
SURFACE WATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameters
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
1,1,1,2-TETRACHLOROETHANE
BOL
BOL
BOL
BOL
1,1,1-TRICHLOROETHANE
BOL
BOL
BOL
BOL
1,1,2,2-TETRACHLOROETHANE
BOL
BOL
BOL
BOL
1,1,2-TRICHLOROETHANE
BOL
BOL
BOL
BOL
1,1-DICHLOROETHANE
BOL
BOL
BOL
BOL
1,1-DICHLOROETHENE
BOL
BOL
BOL
BOL
1,2,3-TRICHLOROPROPANE
BOL
BOL
BOL
BOL
1,2-DIBROMO-3-CHLOROPROPANE
BOL
BOL
BOL
BOL
1,2-DIBROMOETHANE
BOL
BOL
BOL
BOL
1,2-DICHLOROBENZENE
BOL
BOL
BOL
BOL
1,2-DICHLOROETHANE
BOL
BOL
BOL
BOL
1,2-DICHLOROPROPANE
BOL
BOL
BOL
BOL
1,4-DICHLOROBENZENE
BOL
BOL
BOL
BOL
1,4-DIOXANE
2.7
BOL
BOL
2.4
2-BUTANONE
BOL
BOL
BOL
BOL
2-HEXANONE
BOL
BOL
BOL
BOL
4-METHYL-2-PENTANONE
BOL
BOL
BOL
BOL
ACETONE
BOL
BOL
BOL
BOL
ACRYLONITRILE
BOL
BOL
BOL
BOL
BENZENE
BOL
BOL
BOL
BOL
BROMOCHLOROMETHANE
BOL
BOL
BOL
BOL
BROMODICHLOROMETHANE
BOL
BOL
BOL
BOL
BROMOFORM
BOL
BOL
BOL
BOL
BROMOMETHANE
BOL
BOL
BOL
BOL
CARBON DISULFIDE
BOL
BOL
BOL
BOL
CARBON TETRACHLORIDE
BOL
BOL
BOL
BOL
CHLOROBENZENE
BOL
BOL
BOL
BOL
CHLOROETHANE
BOL
BOL
BOL
BOL
CHLOROFORM
BOL
BOL
BOL
BOL
CHLOROMETHANE
BOL
BOL
BOL
BOL
CIS-1,2-DICHLOROETHENE
BOL
BOL
BOL
BOL
CIS-1,3-DICHLOROPROPENE
BOL
BOL
BOL
BOL
DIBROMOCHLOROMETHANE
BOL
BOL
BOL
BOL
DIBROMOMETHANE
BOL
BOL
BOL
BOL
ETHYLBENZENE
BOL
BOL
BOL
BOL
IODOMETHANE
BOL
BOL
BOL
BOL
METHYLENE CHLORIDE
BOL
BOL
BOL
BOL
STYRENE
BOL
BOL
BOL
BOL
TETRACHLOROETHENE
BOL
BOL
BOL
BOL
TOLUENE
BOL
BOL
BOL
BOL
11.0
TOTAL XYLENES
BOL
BOL
BOL
BOL
TRANS-1,2-DICHLOROETHENE
BOL
BOL
BOL
BOL
TRANS-1,3-DICHLOROPROPENE
BOL
BOL
BOL
BOL
TRANS-1,4-DICHLORO-2-BUTENE
BOL
BOL
BOL
BOL
TRICHLOROETHENE
BOL
BOL
BOL
BOL
TRICHLOROFLUOROMETHANE
BOL
BOL
BOL
BOL
VINYL ACETATE
BOL
BOL
BOL
BOL
VINYL CHLORIDE
BOL
BOL
BOL
BOIL
Notes:
• All results in parts per billion (ppb)
• BOL - Below Method Detection Limit
• ` - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards
RuthCent_1018

TABLE 12
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE GROUNDWATER STANDARDS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MWA
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-IOC
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
Standard
1,2-DICHLOROPROPANE
20.3
0.6
'
1,4-DICHLOROBENZENE
6.9
6.0
'
1,4-DIOXANE
22.9
108.0
5.3
7.0
10.8
4.8
3.0
'
BENZENE
1.2
1.0
1.0
'
CHLORIDE
'284;000.0
250,000.0
'
CHROMIUM
26.3•
23.5
• 67.2
10.0
'
COBALT
1.2„
1.3
44.5
.1.9„
17A„
, 10.7
- 27.1
12.5.
, 28.4 -
4.3
4.7 ,
1.0
IRON
1,060.0
1,060.0
11190.0
3,790.0
734.0
3,890.0
4,500.0
2,570.0
637.0
1,020.0
300.0
'
LEAD
23.7
15.0
'
MANGANESE
275.0
1,620.0
1,060.0
66.3
50.0
'
TETRACHLOROETHENE
1.3
0.7
'
THALLIUM
-. 34.3
4.4 -
.14.2,
3A ,
-2.7 „
0.28
VANADIUM
2.1
2.3
8.6
5.9
1.�
53.8
42;8
0.9
1360
9.5
2.9
24
2j
0.3
VINYLCHLORIDE
10.4
0.4
1 0.7
0.2
1
0.03
'
Notes:
• All results in parts per billion (ppb)
• ' - Standard not established
Shaded ., I cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• NS - Not Sampled
RuthCeM_1018

TABLE13
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE SURFACE WATER STANDARDS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
MERCURY
0.04
0.05
0.012
COPPER
39.0
7.01 11
Notes:
• All results in parts per billion (ppb)
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• �11- Action Level
• NS - Not sampled. Dry location
RuthCent_1018

APPENDIX E
FIGURE 2 AND TABLES
FROM THE MAY 2019
SEMI-ANNUAL SAMPLING REPORT
BY SCARLETT GEOPHYSICAL CONSULTING
P.C.

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�'
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P OX. E W FOO IN� E PAN IOAI-
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` ART
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TABLE 1
SUMMARY OF MONITORING WELL DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
Well
No.
Elevation (ft)
Depth
of
Well
(ft)
Static Water Levels3
Oct 2-5, 2017
May 10-17, 2018
Oct 1-8, 2018
May 7-15,
2019
Land
Surface
Top of
Casing'
Top of
Screen
Bottom of
Screen
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
8103-MW-2
995.43
995.51
945.43
935.43
60.0
47.27
948.24
46.89
948.62
46.20
949.31
32.05
963.46
8103-MW-3
859.62
860.28
822.62
812.62
47.0
34.61
825.67
32.09
828.19
1 33.23
827.05
30.17
830.11
8103-MW-4
849.72
851.03
809.72
799.72
50.0
36.48
814.55
31.91
819.12
34.82
816.21
28.49
822.54
8103-MW-6
833.43
834.90
810.93
795.93
37.5
32.33
802.57
31.36
803.54
31.12
803.78
26.57
808.33
8103-MW-7
890.51
892.70
851.51
836.51
54.0
37.33
855.37
34.93
857.77
35.88
856.82
33.20
859.50
8103-MW-8
857.86
860.31
828.36
813.36
44.5
44.26
816.05
39.89
820.42
42.56
817.75
35.98
824.33
8103-MW-9
864.97
867.25
842.47
827.47
37.5
35.65
831.60
34.02
833.23
34.64
832.61
29.04
838.21
8103-MW-10A
834.73
837.23
743.73
733.73
101.0
5.665
831.575
6.475
830.765
6.725
830.515
5.745
831.495
8103-MW-10B
834.50
836.15
802.50
797.50
37.0
10.01
826.14
9.11
827.04
9.51
826.64
7.86
828.29
8103-MW-10C
834.50
836.19
823.50
818.50
16.0
9.78
826.41
8.88
827.31
9.29
826.90
7.82
828.37
8103-MW-10D
834.73
837.23
778.73
768.73
66.0
11.16
826.07
9.96
827.27
9.44
827.79
8.34
828.89
8103-MW-11A
815.39
817.18
780.39
770.39
45.0
9.22
807.96
8.26
808.92
8.55
808.63
7.40
809.78
8103-MW-11B
816.32
817.72
806.32
796.32
20.0
10.31
807.41
9.45
808.27
9.42
808.30
8.85
808.87
8103-MW-12
884.33
886.68
849.33
834.33
50.0
38.90
847.78
32.27
854.41
38.10
848.58
34.55
852.13
8103-MW-13
960.80
962.90
887.80
872.80
88.0
82.50
880.40
81.21
881.69
80.26
882.64
70.04
892.86
8103-MW-14
867.08
869.48
849.68
834.68
32.4
24.80
844.68
20.67
848.81
27.18
842.30
18.53
850.95
8103-MW-15
887.58
889.54
1 839.58
849.58
1 38.0
35.38
854.16
29.10
860.44
32.40
857.14
27.18
862.36
Notes
Elevations for 8103-MW-2 through 8103-MW-11 B determined by survey: Burnt Chimney Surveying, Forest City, NC,
December 1998, elevations for 8103-MW-12 and 8103-MW-13 provided by David Garrett P.G., P.E., Engineering
and Geology, Raleigh, NC, 2002 and 1999, respectively
2 Depth to groundwater measured by Scarlett Geophysical Consulting, P.C.
3 Water levels taken from top of casing
4 Depth of well measured from land surface
5 Does not represent static water level. Well has very slow recharge rate (less than 0.03 gallons per day)
RuthCent_0519

TABLE 2
GROUND AND SURFACE WATER SAMPLING FIELD DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15. 2019
Parameter
Sample Location
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10A
8103-MW-10B
Temperature
17.09°C
17.7°C
15.76°C
17.85°C
15.6°C
18.22°C
16.11°C
NS
16.7°C
Conductivity
82.0 pmhos/cm
941 pmhos/cm
387 pmhos/cm
1210 pmhos/cm
1016 pmhos/cm
185 pmhos/cm
28.0 pmhos/cm
NS
112.0 pmhos/cm
pH
9.47
6.44
6.74
7.48
6.73
6.61
6.31
NS
6.16
ORP
96 mV
NA
194 mV
-88 mV
NA
234 mV
233 mV
NS
NA
DO
1.49 mg/I
NA
0.00 mg/I
0.00 mg/I
NA
1.59 mg/I
0.52 mg/I
NS
NA
Turbidity
31.9 NTU
NA
3.3 NTU
0.0 NTU
NA
7.0 NTU
0.0 NTU
NS
NA
Parameter
Sample Location
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-SW-2
Temperature
14.8°C
16.80°C
15.33°C
14.2°C
16.7°C
16.9°C
16.0°C
14.7°C
15.9°C
Conductivity
90.8 pmhos/cm
267 pmhos/cm
805 pmhos/cm
314 mhos/cm
720 pmhos/cm
206 pmhos/cm
191.6 pmhos/cm
185.8 pmhos/cm
120.6 pmhos/cm
pH
5.95
7.09
6.38
6.05
6.55
5.75
5.85
6.11
7.00
ORP
NA
39 mV
9 mV
NA
NA
NA
NA
NA
NA
DO
NA
0.00 mg/I
0.00 mg/I
NA
NA
NA
NA
NA
NA
Turbidity
NA
0.0 NTU
2.1 NTU
NA
NA
NA
NA
NA
NA
Parameter
Sample Location
8103-SW-3
8103-SW-4
8103-SW-5A
Temperature
18.6°C
15.4°C
15.8°C
Conductivity
70.9 pmhos/cm
48.6 pmhos/cm
72.3 pmhos/cm
pH
7.16
7.14
6.85
ORP
NA
NA
NA
DO
NA
NA
NA
Turbidity
NA
NA
NA
NS - Not sampled
NA - Not analyzed
RuthCent_0519

TABLE 3
GROUNDWATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010 C
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameter
Well Number
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
ANTIMONY
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
ARSENIC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
19.30
180.00
101.00
227.00
130.00
111.00
61.70
265.00
700.0
BERYLLIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.46
4.0
CADMIUM
BQL
0.36
0.47
0.43
0.62
0.25
BQL
0.38
2.0
CHROMIUM
0.92
1.24
1.36
4.28
2.95
4.22
2.10
28.00
10.0
COBALT
BQL
1.32
BQL
j 30.70
2.98
BQL
BQL
15.60
*
1.0
COPPER
4.48
4.45
6.55
5.66
12.60
4.24
BQL
20.80
1,000.0
LEAD
BQL
BQL
2.82
BQL
BQL
BQL
BQL
10.40
15.0
NICKEL
BQL
1.33
0.77
7.53
4.76
0.87
BQL
14.90
100.0
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
1.76
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
THALLIUM
BQL
BQL
BQL
30.10
2.70
BQL
BQL
BQL
0.28
VANADIUM
0.46
2.01
4.98
1.35
3.43
3.54
BQL
49.20
0.3
ZINC
13.80
11.00
21.40
19.20
26.90
29.10
13.50
129.00
1,000.0
Parameter
Well Number
15A NCAC 2L
Standard for Class
GAGroundwater
NC Groundwater
Protection
Standard
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
ANTIMONY
1.91.
BQL
BQL
BQL
BQL
2.76
BQL
BQL
*
1.0
ARSENIC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
306.00
201.00
210.00
344.00
163.00
213.00
103.00
120.00
700.0
BERYLLIUM
0.30
BQL
BQL
1.32
BQL
BQL
BQL
BQL
4.0
CADMIUM
BQL
0.22
0.39
0.28
0.68
0.32
BQL
0.45
2.0
CHROMIUM
15.00
0.94
4.90
26.00
5.15
2.33
1.83
3.62
10.0
COBALT
15.50
27.50
16.90
13.00
7.57
6.46
1.30
2.16
1.0
COPPER
11.60
3.89
6.01
16.10
15.90
11.30
5.75
6.62
1,000.0
LEAD
6.37
BQL
BQL
11.80
2.64
5.91
BQL
3.52
15.0
NICKEL
9.92
4.17
6.31
17.20
3.14
5.14
1.02
1.36
100.0
*
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
THALLIUM
BQL
4.63
21.80
BQL
18.60
8.81
BQL
BQL
*
0.28
VANADIUM
30.20
BQL
2.23
52.20
5.94
1.94
4:86
6.74
*
0.3
ZINC
70.40
9.60
15.30
76.80
22.20
23.40
15.30
17.80
1,000.0
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
• NS - Not Sampled
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCent_0519

TABLE 4
GROUNDWATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
'
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.18
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
1.60
BQL
BQL
BQL
BQL
1.6
BQL
BQL
BQL
BQL
BQL
BQL
6.0
'
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
BQL
BQL
BQL
BQL
BQL
BQL
7.0
'
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
'
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
I BQL
BQL
BQL
0.04
'
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.02
'
1,2-DICHLOROBENZENE
BQL
BQL
BQL
0.6
BQL
BQL
BQL
BQL
BQL
0.2
0.3
BQL
BQL
BQL
BQL
BQL
20.0
'
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
'
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
14)7
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
'
1,4-DICHLOROBENZENE
BQL
BQL
0.4
0.8
BQL
BQL
BQL
BQL
BQL
2.1
4.8
0.6
BQL
BQL
BQL
BQL
6.0
'
1,4-DIOXANE
BQL
3.5
BQL
17.3
BQL
BQL
BQL
4.2
BQL
BQL
BOIL
4.5
BQL
BQL
BQL
BQL
3.0
'
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4,000.0
'
2-HEXANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
40.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
560.0
ACETONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
6000.0
'
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
BENZENE
BQL
BQL
BQL
1.0
0.3
BQL
BQL
BQL
BQL
1.1
0.4
BQL
BQL
'1.3
BQL
BQL
1.0
'
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
'
BROMOFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
'
BROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
700.0
'
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
'
CHLOROBENZENE
BQL
BQL
BQL
35.40
0.30
BQL
BQL
BQL
BQL
2.0
9.4
0.7
0.2
BQL
BQL
BQL
50.0
'
CHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BQL
BQL
1.1
BQL
BQL
3,000.0
'
CHLOROFORM
BQL
BQL
BQL
BQL
BQL
BQL
0.2
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
'
CHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
'
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.5
BQL
12.3
0.2
BQL
BQL
0.8
0.5
BQL
70.0
'
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
'
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.41
DIBROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
ETHYLBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
..0
'
METHYL IODIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.0
'
STYRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
'
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.8
BQL
BQL
BQL
BQL
BQL
BQL
0.7
'
TOLUENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
'
TOTAL XYLENES
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.7
BQL
BQL
500.0
'
TRANS-I,2-DICHLOROETIENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
'
TRANS-I,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
'
TRANS-I,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.70
BQL
BQL
BQL
QL
BQL
BQL
BQL
BQL
BQLBQL
BQL
BQL
BQL
B
BQL
BQL
BQL
BQLTRICHLOROFLUOROMETHANE
BQL
,3.0
2000.0
ACETATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
QVINYL
BL
BQL
BQL
BQL
BQL+
BOIL
B
88''
.0
CHLORIDE
BQL
BQL
BOIL
BOIL
QL
BQL
0.03VINYL
'
All results in parts per billion(ppb)
BQL - Below Method Detection Limit
B - Lab blank contamination
NS - Not Sampled
Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCent_0519

TABLE 5
GROUNDWATER SAMPLING RESULTS
APPENDIX II TRIGGERED CONSTITUENTS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
SW-846
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
Parameter
Method
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
GAGroundwater
Standard
1,3-Dichlorobenzene
8260
BQL
7.0
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
1,3-Dichloro ro ane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Dichlorodifluoromethane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1,000.0
4,4'- DDD
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
4,4'- DDT
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
al ha-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.006
beta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
delta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
Endrin
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.0
amma-BHC Lindane
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.03
Mercury
1 7470
0.11
0.12
BQL
0.07
0.02
0.05
0.01
0.01
0.05
0.03
1.0
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
* - Standard not established
Shaded, cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
NA - Not analyzed
RuthCent_0519

TABLE 6
GROUNDWATER SAMPLING RESULTS
APPENDIX II INORGANIC CONSTITUENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2018
Parameter
Laboratory
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
Method
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
ANTIMONY
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.76
BQL
BQL
1.0
ARSENIC
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
SW 846 6010
19.30
180.00
101.00
227.00
130.00
111.00
61.70
163.00
213.00
103.00
120.00
700.0
BERYLLIUM
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
CADMIUM
SW 846 6010
BQL
0.36
0.47
0.43
0.62
0.25
BQL
0.68
0.32
BQL
0.45
2.0
CHROMIUM
SW 846 6010
0.92
1.24
1.36
4.28
2.95
4.22
2.10
5.15
2.33
1.83
3.62
10.0
COBALT
SW 846 6010
BQL
1.32
BQL
36.70
2.98
BQL
BQL
7.57
8.40
1.30
2.10
1.0
COPPER
SW 8466010
4.48
4.45
6.55
5.66
12.60
4.24
BQL
15.90
11.30
5.75
6.62
1,000.0
CYANIDE
EPA 335.2
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
LEAD
SW 846 6010
BQL
BQL
2.82
BQL
BQL
BQL
BQL
2.64
5.91
BQL
3.52
15.0
MERCURY
SW 846 7470
BQL
0.07
0.11
0.12
BQL
0.07
0.02
0.02
0.02
BQL
0.12
1.0
NICKEL
SW 846 6010
BQL
1.33
0.77
7.53
4.76
0.87
BQL
3.14
5.14
1.02
1.36
100.0
SELENIUM
SW 8466010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
SW 846 6010
1.76
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SULFIDE
EPA376.1
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
THALLIUM
SW 846 6010
BQL
BQL
BQL
30.10
2.70
BQL
BQL
.18.60
8.81
BQL
BQL
0.28
TIN
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2,000.0
VANADIUM
SW 846 6010
0.46
2.01
4.98
1.35
3.43
3.54
BQL
5.84
1.94
4.86
6.74
*
0.3
ZINC
SW 846 6010
13.60
11.00
21.40
19.20
26.90
29.10
13.50
22.20
23.40
15.30
17.80
1,000.0
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
* - Standard not established
Shaded cells denote concentrations that equal or exceed the 2L or Groundwater Protection Standards
NS - Not Sampled
NA - Not Analyzed
RuthCent_0519

TABLE 7
GROUNDWATER SAMPLING RESULTS
APPENDIX II VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameters
Sample Locations
15A NCAC 2L
Standard for Class
NC Groundwater
Protection Standard
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9 8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
1,1,12-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
1.0
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
1,1,22-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.18
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
0.6
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
1.6
BQL
BQL
BQL
BQL
BQL
BQL
6.0
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
7.0
1,1-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
123-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
1,2,4-TRICHLOROBENZENE'
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
70.0
12-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.04
12-DIBROMOETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.02
12-DICHLOROBENZENE
BQL
BQL
BQL
0.6
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
12-DICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
12-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
14.7
BQL
BQL
BQL
BOL
0.6
13-DICHLOROBENZENE
BQL
BQL
BQL
7.0
BQL
BQL
BQL
BQL
BQL
BQL
BOIL
200.0
13-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOIL
*
14-DICHLOROBENZENE
BQL
BQL
04
6.8
BQL
BQL
BQL
BQL
BQL
BQL
BOIL
6.0
22-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOIL
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOIL
4000.0
2-HEXANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOIL
40'"
.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
560.0
ACETONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
6000.0
ACETONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
42.0
ACROLEIN
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
4.0
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
ALLYL CHLORIDE 3-chloo ro ene
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BENZENE
BQL
BQL
BQL
1.0
0.3
BQL
BQL
BQL
1.3
BQL
BQL
1.0
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BROMOFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
BROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
DISULFIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQLCARBON
BQL
BQL
BQL
700.0
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
CHLOROBENZENE
BQL
BQL
BQL
35.4
0.3
BQL
BQL
0.2
BQL
BQL
BQL
50.0
CHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
11
BQL
BQL
000.0
BQL
BQL
BQL
BQL
BQL
BQL
0.2
BQL
BQL
BQL
BQL
70.0CHLOROFORM
CHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
"
CHLOROPRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
CIS-I2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.8
0.5
BQL
70.0
CIS-I3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.41
DIBROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
70.0
DICHLORODIFLOUROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.8
BQL
BQL
1000.0
ETHYLBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
ETHYL METHACRYLATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
ISOBUTYL ALCOHOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHYL IODIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHYL METHACRYLATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
25.0
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQLki
PROPIONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQLSTYRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQLTETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
TOLUENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
"
TOTALXYLENES
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.7
BQL
BQL
500.0
"
TRANS-I2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
"
TRANS-I3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
TRANS-I4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2000.0
VINYL ACETATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
88.0
VINYL CHLORIDE
BQL
BQL
BQL
1.1
BQL
BQL
BQL
BQL
0.3
BQL
BQL
0.03
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• 'Analyzed by SW-846 Method 8270
• NS - Not Sampled
RuthCent_0519

TABLE 8
GROUNDWATER SAMPLING RESULTS
APPENDIX II SEMI -VOLATILE CONSTITUENTS BY SW-846 METHOD 8270
CENTRAL SANITARY LANDFILL (# 81-03), RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameter
15A NCAC 2L
Standard for Claw
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
Standard
000-TRIETHYL PHOSPHOROTHIOATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
00-DIETHYL o-2-PYROZINYL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1245-TETRACHLOROSENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.0
124-TRICHLOROBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
70.0
70.0
14-NAPHTHOQUINONE
BQL
SOL
BQL
BQL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
1-NAPHTHYLAMINE
BQL
SOL
BQL
BQL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
2346-TETRACHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
245-TRICHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
63.0
246-TRICHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
24-DICHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
8
0.9`'"""""""
24-DIMETHYLPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
24-DINITROPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
24-DINITROTOLUENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
26-DICHLOROPHENOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
26-DINITROTOLUENE
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
2-ACETYLAMINOFLUORENE
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
2-CHLORONAPHTHALENE
BQL
SOL
BQL
BQL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL2-CHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
2METHYLNAPHTHALENE
--
BQL
BOIL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
30.0
2METHYLPHENOL O-CRESOL
BQL
BOIL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4000
2NAPHTHYLAMINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2-NITROANILINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2-NITROPHENOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3 & 4-METHYLPHENOL M &P-CRESOL
BQL
SOL
BQL
2.1
BQL
BQL
BQL
BQL
2.9
BQL
BQL
400/40
33'-DICHLOROBENZIDINE
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL33'-DIMETHYLBENZIDINE
BQL
SOL
BQL
BQL
BQL
SOL
SOL
BQL
BQL
3-METHYLCHOLANTHRENE
BQL
SOL
BQL
BQL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
3-NITROANILINE
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
4,6-DINITRO-o-CREOSOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
4-AMINOBIPHENYL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
4-BROMOPHENYL PHENYL ETHER
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
4-CHLORO-3-METHYLPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
4-CHLOROANILINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
4-CHLOROPHENYL PHENYL ETHER
BQL
BQL
BQL
BQL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
4-NITROANILINE
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
4-NITROPHENOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
5-NITRO-0-TOLUIDINE
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
BBQL
712-DIMETHYLBENZAANTHRACENE
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
SOL
ACENAPHTHENE
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQLL
850.0.0
ACENAPHTHYLENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
ACETOPHENONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
700
ANTHRACENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2000.0
BENZO A NTHRACENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.05
BENZO A PYRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
BENZO B FLUORANTHENE
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
SOL
BQL
BQL
0.05
BENZO G HIPERYLENE
BQL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
200.0
BENZO KFLUORANTHENE
BQL
BQL
BQL
BQL
BOIL
SOL
BQL
SOL
SOL
BQL
SOL0.5
BENZYL ALCOHOL
BQL
SOL
BQL
BQL
BOIL
SOL
BQL
SOL
SOL
BQL
BQL
700.00
BIS(2-CHLORO-I-METHYLETHYL)ETHER
BQL
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
SOL
BQL
BQL
BIS2-CHLOROETHOX METHANE
BQL
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
SOL
BQL
BQL
BIS2-CHLOROETHYLETHER
BQL
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
SOL
BQL
BQL
0.031
BIS2-ETHYLHEXYLPHTHALATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL3.0
L
BUYSENZYL PHTHALATE
BQL
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
SOL
BQL
BQL
1,000.0
CHLOROBENZILATE
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
SOL
BQL
CHRYSENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQQL
DIALLATE TOTAL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
I BQL
RuthCent_0519

TABLE 8(CONT.)
Parameter
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGmundwater
Standard
DIBENZ AH NTHRACENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
DIBENZOFURAN
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
28.0
DIETHYL PHTHALATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
6000.0
DIMETHYL PHTHALATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
DI-N-BUTYLPHTHALATE
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
700.0
DI-N-OCTYLPHTHALATE
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
100.0
DIPHENYLAMINE
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
ETHYL METHANESULFONATE
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
FLUORANTHENE
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
300.0
FLUORENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
300.0
HEXACHLOROSENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.02
HEXACHLOROBUTADIENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.44
HEXACHLOROCYCLOPENTADIENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
50.0
HEXACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.5
HEXACHLOROPROPENE
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
INDENO 123-CD PYRENE
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
0,05
"
ISODRIN
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
"
ISOPHORONE
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
40.0
ISOSAFROLE
SOL
BQL
SOL
BQL
SOL
BQLTBO
BQL
BQL
BQL
BQL
m-DINITROSENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHAPYRILENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHYL METHANESULFONATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
N-NITROSODIETHYLAMINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
N-NITROSODIMETHYLAMINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.0007
N-NITROSODI-N-BUTYLAMINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
N-NITROSODI-N-PROPYLAMINE
BQL
BQL
BQL
BQL
SOL
BQL
BQL
SOL
BQL
BQL
"
N-NITROSODIPHENYLAMINE
SOL
BQL
SOL
BQL
SOL
BQL
BQL
SOL
BQL
BQL
"
N-NITROSOMETHYLETHYLAMINE
SOL
BQL
SOL
BQL
SOL
BQL
BQL
SOL
BQL
BQL
"
N-NITROSOPIPERIDINE
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
"
N-NITROSOPYRROLIDINE
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
BQL
BQL
"
NAPHTHALENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
7.1.
BQL
BQL
6.0
NITROBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
O-TOLUIDINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
P-DIMETHYLAMINOAZOBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PENTACHLOROBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PENTACHLORONITROBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
SOL
BQL
BQL
PHENACETIN
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
SOL
BQL
BQL
PHENANTHRENE
SOL
BQL
BQL
BQL
BQL
BQL
eQL
BQL
BQL
BQL
BQL
2W.0
PHENOL
BQL
BQL
BQL
BQL
BQL
BQL
eQL
BQL
BQL
BQL
BQL
30.0
p-PHENYLENEDIAMINE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PRONAMIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PYRENE
BQL
I BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
SAFROLE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
sym-TRINITROBENZENE
BQL
I BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
'-Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
•'-4,6-Dinitroo-creosole=4,6-Dinitro-2-methylphenol=2-Methy1-4,6-din-phenol
- Bis (2-chbro-1-methylethyl) ether = 2,2-Oxybis(1-chloropropane) = Bis (2-chloroisopropyp ether
3 - Butyl ben" phthalate = Benzylbutylphthalate
m-Dinitrobenzene = 1,3 Dinitrobenzene
s - p-Phenylenediamine = 1,4 Phenylenediamine
s - sym-Tdnkmbenzene = 1,3,5-Trinitrobenzene
NS - Not Sampled
RuthCent_0519

TABLE 9
GROUNDWATER SAMPLING RESULTS
APPENDIX II ORGANOPHOSPHORUS PESTICIDES BY SW-846 METHOD 8270
APPENDIX II HERBICIDES BY SW-846 METHODS 8151A and 8270D
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
15A NCAC 2L NC Groundwater
PARAMETER WELL NUMBER Standard for Class Protection
8103-MW-2 I 8103-MW-3 I 8103-MW-4 I 8103-MW-6 I 8103-MW-7 I 8103-MW-8 I 8103-MW-9 I 8103-MW-12 8103-MW-13 8103-MW-14 8103-MW-15 GAGroundwater Standard
PESTICIDES
0,0,0-TRIETHYL PHOSPHOROTHIOATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
DIMETHOATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
DISULFOTON
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
FAMPHUR
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
KEPONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHYL PARATHION
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PARATHION
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PHORATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
THIONAZIN
BQL
BQL
BQL
BQL
I BQL
BQL
I BQL
BQL
I BQL
BQL
I BQL
HERBICIDES
2,4,5-T
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2,4,5-TP SILVEX
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
50.0
2,4-D
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
DINOSEB
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
TO
PENTACHLOROPHENOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• " Shaded ' - cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• ' - Thionazin = 0,0-Diethyl o-2-pyrozinyl
RuthCent_0519

TABLE 10
GROUNDWATER SAMPLING RESULTS
APPENDIX II PESTICIDES/PCBS BY SW-846 METHOD 8081/8082
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
PARAMETER
WELL NUMBER
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
4,4'-DDD
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
4,4'-DDE
BOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4,4'-DDT
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
ALDRIN
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
0.002
ALPHA-BHC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
0.006
AROCLOR 1016
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.09
AROCLOR 1221
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.09
AROCLOR 1232
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.09
AROCLOR 1242
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
0.09
AROCLOR 1248
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.09
AROCLOR 1254
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.09
AROCLOR 1260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOL
BQL
BOL
0.09
BETA-BHC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
CHLORDANE TOTAL
BQL
BQL
BQL
BQL
BOL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
DELTA-BHC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
DIELDRIN
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.002
ENDOSULFANI
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
40.0
ENDOSULFAN II
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
42.0
ENDOSULFAN SULFATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
40.0
ENDRIN
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOL
BQL
BOL
2.0
ENDRIN ALDEHYDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.0
GAMMA-BHC LINDANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOL
0.03
HEPTACHLOR
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.008
HEPTACHLOR EPDXIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.004
METHOXYCHLOR
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
40.0
TOXAPHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.03
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
• Shaded Cells' ' ' denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• NS - Not Sampled
RuthCent_0519

TABLE 11
GROUNDWATER SAMPLING RESULTS
MONITORED NATURAL ATTENUATION PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
8103-MW-2
8103-MW-4
8103-MW-6
8103-MW-8
8103-MW-9
8103-MW-10D
8103-MW-11A
ACETIC ACID
AM23G
BQL
BQL
1,900 u /L
BQL
BQL
BQL
BQL
ALKALINITY
SM 2320B
44,200 ug/L
220,000 ug/L
486,000 ug/L
21,600 ug/L
13,500 ug/L
131,000 ug/L
421,000 ug/L
BOD
SM 5210B
BQL
BQL
4,230 u /L
BQL
BQL
BQL
BQL
BUTYRIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
CARBON DIOXIDE
SM 4500 CO2 C
1,760 u /L
156,000 u /L
380,000 u /L
58,100 u /L
71,300 u /L
110,000 u /L
347,000 u /L
CHLORIDE
SM 4500 Cl C
5,700 ug/L
7,600 ug/L
137,000 ug/L
48,900 ug/L
7,120 ug/L
12,800 ug/L
40,800 ug/L
250,000.0
COD
EPA 410.4
5,000 u /L
BQL
45,000 u /L
BQL
BQL
BQL
12,000 u /L
ETHANE
AM20GAX
BQL
BQL
0.26 ug/L
BQL
BQL
BQL
0.28 ug/L
ETHENE
AM20GAX
BQL
BQL
0.28 u /L
BQL
BQL
BQL
0.20 u /L
'
HEXANOIC ACID
AM23Gk73
L
BQL
BQL
BQL
BQL
BQL
BQL
HYDROGEN
AM20GAXnM
42.0 nM
43.0 nM
45.0 nM
43.0 nM
46.0 nM
25.0 u /L
i-HEXANOIC ACID
AM23GL
BQL
BQL
BQL
BQL
BQL
BQL
i-PENTANOIC ACID
AM23GL
BQL
BQL
BQL
BQL
BQL
BQL
IRON
EPA 200.7
/L
912 u /L
9,690u /L
1,010 u /L
66.0 ug/L
796 u /L
4,890 u /L
300.0
LACTIC ACID & HIBA
AM23G
L
BQL
BQL
BQL
BQL
BQL
BQL
METHANE
AM20GAX
BQL
0.91 ug/L
1,400 ug/L
BQL
BQL
580 ug/L
670 ug/L
NITRATE -NITROGEN
SM 4500 NO3 E
165 u /L
60 u /L
BQL
975 ug/L
170 ug/L
BQL
BQL
10,000.0
PENTANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PROPIONOIC ACID
AM23G
BQL
BQL
640 ug/L
BQL
BQL
BQL
BQL
PYRUVIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SULFATE
SM 4500 SO4 E
BQL
BQL
13,500 ug/L
BQL
BQL
BQL
BQL
250,000.0
SULFIDE
EPA 376.1
BQL
BQL
BQL
BQL
BQL
BQL
BQL
TOTAL ORGANIC CARBON
SM 5310C
BQL
1,410 ug/L
15,000 ug/L
1,240 ug/L
BQL
1,070 ug/L
5,680 ug/L
Notes:
• ug/L - micrograms per Liter (ppb)
• nM - nano Moles
• BQL - Below Method Detection Limit
• * - Standard not established
• NS - Not sampled
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• - Analyzed approximately 2 hours out of hold time
RuthCent_0519

TABLE 12
GROUNDWATER AND SURFACE WATER SAMPLING RESULTS
C & D PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-MW-2
8103-MW-3
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5A
ALKALINITY
SM 2320B
44,200
298,000
304,000
72,900
37,700
22,100
30,400
16,600
7,820
14,300
ALUMINUM
SW 846 6010C
325.0
305.0
1,240.0
475.0
1,630.0
3,760.0
761.0
191.0
528.0
666.0
3,500
CHLORIDE
SM 4500 Cl C
5,700.0
47,000.0
13,300.0
7,600.0
9,500.0
10,900.0
8,550.0
5,700.0
5,700.0
5,700.0
250,000.0
230,000"'
IRON
EPA 200.7
730.0
1,060.0
6,620.0
3,670.0
2,050.0
2,690.0
900.00
449.0
511.00
718.00
300.0
1,000'
MANGANESE
SW 846 6010
11.9
306.0
4,850.0
2,220.0
87.5
133.0
123.0
39.8
16.7
25.1
50.0
MERCURY
SW 846 7470
BQL
0.07
0.02
0.02
BQL
0.12
0.04
0.06
0.08
0.03
1.0
0.012
SULFATE
SM 4500 SO4 E
BQL
43,100
10,300
BQL
83,100
69,500
10,400
BQL
BQL
BQL
250,000.0
TDS
SM 2540 C
131,000
540,000
403000.00
150,000
124,000
135,000
77,000
68,000
42,000
63,000
500,000.0
TETRAHYDROFURAN
SW 8468260B
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
* - Standard/Limit not established
NS - Not sampled
I'] - Action Level
Shaded cells denote, concentrations that equal or exceed 2B Standards, 2L Standards, Groundwater Protection Standards, or Action Levels
RuthCent_0519

TABLE 13
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
0
r. r. ..
r r r: rrr
r• r rrr
�aaaa��a��aaaaaaaa
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichl..propane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• ' - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• s - 4,4'-DDD and 4,4'-DDT added to Appendix 11 triggered constituent list
• 4 - Aluminum added to C&D constituent list
RuthCent_0519

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
04/11/2001
09/12-13/2001
04/03/2002
06/27/2002
10/02/2002
04/02-03/2003
09/03/2003
04/06/2004
10/27/2004
04/05/2005
09/08/2005
04/04-05/2006
10/26-27/2006
5/22-23/2007
10/23-26/2007
05/06-08/2008
09/22-25/2008
8103-MW-2
I
I
I
I
I
I
I
I
I
I
I
1
I, MINA
I, MNA, C&D
I, MNA, C&D
8103-MW-3
I
I
I
I
I
I
I
I
I
I
I
I
I
1
1, C&D
1, C&D
8103-MW-4
I'll
1, 11 t
I'll
I, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
1, 11, MINA
1, 11(t), MNA
8103-MW-6
I'll
1, 11 t
I'll
I, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
1, 11, MINA
1, 11(t), MNA
8103-MW-7
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
I'll
I,IIt
8103-MW-8
I'll
I, II t
I'll
I, II t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
1, 11, MNA
I, 11(t), MNA
8103-MW-9
I'll
I, II t
I'll
I, II t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11 t
I'll
1, 11(t), MNA
I, 11, MNA
1, 11(t), MNA
8103-MW-10A
8103-MW-10B
I,IIt)
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
8103-MW-10C
I,IIt)
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
8103-MW-10D
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
1,IIt,MNA
1,IIt,MNA
1,111,MNA
8103-MW-11A
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I, lilt), MNA
I, lilt), MNA
I,11t,MNA
8103-MW-11B
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
I,IIt
8103-MW-12
I
I
I
I
I
I
I
I
I
I
I
1
I, C&D
I, C&D
8103-MW-13
I
I
I
I
I
I
I
I
I
I
I
1
I, C&D
I, C&D
8103-MW-14
I, C&D
I, C&D
8103-MW-15
1, C&D
1, C&D
I - denotes well was sampled for Appendix I constituents on this date
II - denotes well was sampled for Appendix II constituents on this date
II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
MNA - denotes well was sampled for Monitored Natural Attenuation constituents
C&D - denotes well was sampled for Construction and Demolition constituents
• ' - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• s - 4,4'-DDD and 4,4'-DDT added to Appendix 11 triggered constituent list
4 - Aluminum added to C&D constituent list
RuthCent_0519

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
05/18-05/21, 2009
10/07-10/09, 2009
05/17-05/20, 2010
09/20-09/23, 2010
04/25-05/02, 2011
09/27-09/30, 2011
04/30-05/03, 2012
09/25-10/03, 2012
04/15-18/2013
09/23-09/28, 2013
04/28-05/01, 2014
09/29-10/04, 2014
04/27-05/02, 2015
09/28-10/07, 2015
04/26-05/05, 2016
8103-MW-2
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D°
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&Ds
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-4
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)s, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-6
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)s, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-7
1,11
I, II t
1,11
I, II t
1,11
I, II(t)s, MNA
8103-MW-8
1 I, II, MNA
I, 11(t), MNA
I, 11(t), MNA
I, II, MNA
I, II(t)s, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
1 I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-9
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)z, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-10A
8103-MW-10B
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(t)s
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10C
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(t)s
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10D
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t)s, MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
8103-MW-11A
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t)s, MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
8103-MW-11 Bi
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(tp
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-12
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-13
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-14
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-15
I, C&D
I, C&D
I, C&D
I, C&D°
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• 1 - Appendix I volatiles only
• 3 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• 3 - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• 4 - Aluminum added to C&D constituent list
5 - 1,3-dichlorobenzene added to Appendix II triggered constituent list
6 - Tetrahydrofuran added to C&D constituent list
RuthCent_0519

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
Well
09/19-09/22, 2016
05/03-05/09, 2017
10/02-10/05, 2017
05/10-05/17, 2018
10/01-10/08, 2018
05/07-05/15, 2019
8103-MW-2
I, MINA, C&D
I, MINA, C&D
I, MINA, C&D
I, MINA, C&D
I, MNA, C&D7
I, II, MINA, C&D
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D'
I, II, C&D
8103-MW-4
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA'
I, II, MNA
8103-MW-6
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
I, II, MNA
8103-MW-7
I, II t
1,11
I, II t
1,11
I, II(t)
1,11
8103-MW-8
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
I, II, MNA
8103-MW-9
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA'
I, II, MNA
8103-MW-10A
8103-MW-10B
I, II t
I, II t
I, II t
I, II t
I, II(t)
I, II(t)
8103-MW-10C
I, II t
I, II t
I, II t
I, II t
I, II(t)
I, II(t)
8103-MW-10D
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t), MNA'
I, II(t), MNA
8103-MW-11A
I, 11(t), MNA
I, 11(t), MINA
I, 11(t), MNA
I, 11(t), MINA
I, II(t), MNA7
I, II(t), MINA
8103-MW-11B
I, II t
I, II t
I, II t
I, II t
I, II(t)
I, II(t)
8103-MW-12
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D7
I, II, C&D
8103-MW-13
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D7
I, II, C&D
8103-MW-14
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D7
I, II, C&D
8103-MW-15
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D7
I, II, C&D
I - denotes well was sampled for Appendix I constituents on this date
II - denotes well was sampled for Appendix II constituents on this date
II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
MINA - denotes well was sampled for Monitored Natural Attenuation constituents
C&D - denotes well was sampled for Construction and Demolition constituents
' -Appendix I volatiles only
3 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
a - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
"-Aluminum added to C&D constituent list
5 - 1,3-dichlorobenzene added to Appendix II triggered constituent list
6 - Tetrahydrofuran added to C&D constituent list
- 1,4-Dioxane added to all sample locations
RuthCent_0519

TABLE14
GROUNDWATER FLOW RATES
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Hydraulic
Conductivity
Effective
Velocity
Velocity
Well No.
(cm/sec)
Gradient
Porosity
(cm/sec)
(ft/yr)
8103-MW-2
1.3 x 10-5
0.067
.20
4.36 x 10-6
4.52
8103-MW-4
3.7 x 10-6
0.056
.20
1.04 x 10-6
1.08
8103-MW-6
2.4 x 10-5
0.114
.20
1.37 x 10-5
14.12
8103-MW-7
2.9 x 10-6
0.196
.201
2.84 x 10-6
2.94
8103-MW-8
1.6 x 10-4
0.041
.20
3.28 x 10-5
33.97
8103-MW-9
1 2.1 x 10-5
0.038
.20
4.02 x 10-6
4.16
The above results were obtained by using the relation:
V = Ki
Where K = hydraulic conductivity
i = gradient
n = effective porosity
V = velocity
Porosity value may not reflect true nature of fractured bedrock.
8103-MW-7 is screened in rock.
RuthCent_0519

TABLE15
SURFACE WATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameter
Sample Location
15A NCAC 213
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5A
ANTIMONY
BQL
BQL
BQL
BQL
ARSENIC
BQL
BQL
BQL
BQL
50.0
BARIUM
52.40
35.20
34.60
43.10
BERYLLIUM
BQL
BQL
BQL
BQL
6.5
CADMIUM
BQL
BQL
BQL
0.25
2.0
CHROMIUM
1.34
BQL
0.96
1.24
50.0
COBALT
BQL
BQL
BQL
BQL
COPPER
3.16
3.58
3.77
2.86
7.0111
LEAD
BQL
BQL
BQL
BQL
25.0
NICKEL
BQL
BQL
0.94
BQL
88.0
SELENIUM
BQL
BQL
BQL
BQL
5.0
SILVER
BQL
BQL
BQL
BQL
0.06�11
THALLIUM
BQL
BQL
BQL
BQL
VANADIUM
2.59
0.86
1.48
2.28
ZINC
11.20
14.30
14.20
16.60
50.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• [1] - Action Level
• NS - Not sampled. Dry location.
RuthCent_0519

TABLE 16
SURFACE WATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameters
Sample Location
15A NCAC 2B/EPA
Standards for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
2,500.0
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
20,000.0
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
5,400.0
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
1,2-DICHLOROBENZENE
BQL
BQL
BQL
BQL
470.0
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
1,4-DICHLOROBENZENE
BQL
BQL
BQL
BQL
100.0
1,4-DIOXANE
BQL
BQL
BQL
BQL
2-BUTANONE
BQL
BQL
BQL
BQL
160,000.0
2-HEXANONE
BQL
BQL
BQL
BQL
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
26,000.0
ACETONE
BQL
BQL
BQL
BQL
2,000.0
ACRYLONITRILE
BQL
BQL
BQL
BQL
BENZENE
BQL
BQL
BQL
BQL
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
BROMOFORM
BQL
BQL
BQL
BQL
BROMOMETHANE
BQL
BQL
BQL
BQL
CARBON DISULFIDE
BQL
BQL
BQL
BQL
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
CHLOROBENZENE
BQL
BQL
BQL
BQL
140.0
CHLOROETHANE
BQL
BQL
BQL
BQL
CHLOROFORM
BQL
BQL
BQL
BQL
CHLOROMETHANE
BQL
BQL
BQL
BQL
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
12.0
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
DIBROMOMETHANE
BQL
BQL
BQL
BQL
ETHYLBENZENE
BQL
BQL
BQL
BQL
97.0
IODOMETHANE
BQL
BQL
BQL
BQL
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
STYRENE
BQL
BQL
BQL
BQL
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
TOLUENE
BQL
BQL
BQL
BQL
11.0
TOTALXYLENES
BQL
BQL
BQL
BQL
670.0
TRANS- 1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
TRANS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
12.0
TRANS-1,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
TRICHLOROETHENE
BQL
BQL
BQL
BQL
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
VINYL ACETATE
BQL
BQL
BQL
BQL
VINYL CHLORIDE
BQL
BQL
BQL
BQL
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• ' - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards
RuthCent_0519

TABLE 17
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE GROUNDWATER STANDARDS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
ALUMINUM
1,760.0
3,500.0
ANTIMONY
,7.91„
2.76
1.0
CHROMIUM
28.0
15.0
26.0
10.0
`
COBALT
1.32
1.2 J
30.7
2.98
15.6
15.55
27.5
16.9
13.0
7.57
8.4
1.3
2.1
1.0
IRON
- 730.0
1,060.0
912.0
•9,690.0 =
1010.0 -
.796.0
4,890.0-
6,620.0 -
_ 3,670.0•
2y050A
2,690.0
300.0
`
MANGANESE
306.0
4,850.0
2,220.0
87.5
133.0
50.0
`
TDS
540,000.0
1
1
1
500,000.0
`
THALLIUM
30.1 °
2.7
° 4.63
21.80 °
18.'6
- 8.81 a
0.28
VANADIUM
0.46
.. ..
2.01
4.98 ..
1.35
..
3.43.
3.54
e ..
49.20. ..
30.20
..
2.23
..
.. 52.20
5."
..
.. 1.94
4.86.
6.74
.. ..
0.3
1,2-DICHLOROPROPANE
14.7
0.6
`
1,4-DICHLOROBENZENE
6.8
6.0
`
1,4-DIOXANE
3.5
17.3
4.2
.4.5,
3.0
`
BENZENE
1.0
1.1
1.3
1.0
`
NAPHTHALENE
7.1
6.0
`
TETRACHLOROETHENE
0.8
0.7
`
VINYL CHLORIDE
1.1
0.7
0.8
0.3
0.03
`
Notes:
• All results in parts per billion (ppb)
• ' - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCeM_0519

TABLE 18
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE SURFACE WATER STANDARDS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
MAY 7-15, 2019
Parameter
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
MERCURY
0.04
0.06
0.08
0.03
0.012
Notes:
• All results in parts per billion (ppb)
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• �11 - Action Level
• NS - Not sampled. Dry location
RuthCent_0519