1107_Buncombe_MSWLF_CDLF_Oct22GW_FID1792141_20230501

DEN
R USE ONLY ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
NC DENR I IEnvironmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
Bunnell-Lammons Engineering, Inc. (consultant)
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Andrew W. Alexander. PG RSM Phone: [phone]
E-mail: andy.alexander(cDblecorp.com
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
1107-MSWLF
81 Panther Branch Road -1996 .1600 October 17-19, 2022
Buncombe County Landfill Alexander, NC, 28701 1107-CDLF November 1, 2022
-1998 0 •0500
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑X Detection Monitoring ❑ Assessment Monitoring Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data El
water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Andrew W. Alexander, PG RSM Consultant Hydrogeologist [phone]
Facility Representative Name (Print) Title (Area Code) Telephone Number
2023-05-01
Signature Date
6004 Ponders Court, Greenville, SC, 29615
Facility Representative Address
C-284 & C-1538
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
Affix NC Licensed/ Professional Geologist Seal
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WATER QUALITY REPORT
2nd SEMI-ANNUAL
EVENT 2022
BUNCOMBE COUNTY LANDFILL
ALEXANDER, NORTH CAROLINA
Permit No. 1107-MSWLF-1996
Permit No. 1107-CDLF-1998
Prepared For:
Buncombe County
BLE Project Number J22-9378-31
May 1, 2023 ''����y�irrrrr�r�••f•
Z k CAgp •.,
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IDLO
BLE North Carolina Business Licenses C-284 & C-1538
it IM IM 11UNNELL
LAMMEINS
ENGINEERmr.
6004 Ponders Court I Greenville, 5C 29515
t. 864.288.1265 AI 854.288,433D 0 [e-mail]
BLECQRP.CQM

� CANNONS
ENGINEERING
May 1, 2023
Buncombe County Solid Waste Department
81 Panther Branch Road
Alexander, North Carolina 28701
Attention: Ms. Kristy Smith
Subject: Water Quality Report
2"d Semi -Annual Event 2022
Buncombe County Landfill
Alexander, North Carolina
Permit Nos. 1107-MSWLF-1996 & 1107-CDLF-1998
BLE Project Number J22-9378-31
Dear Ms. Smith:
Pursuant to authorization of Bunnell-Lammons Engineering, Inc. (BLE) Proposal Number J22-9378-31, dated
July 6, 2022, BLE has prepared this water quality report for the 2nd semi-annual sampling event of 2022 at the
Buncombe County Landfill. Consistent with the North Carolina Division of Waste Management (DWM) —
Solid Waste Section (SWS) approved monitoring program, sampling and analysis were conducted twice in
2022. This report contains the information required by the SWS to document the sampling and analysis
activities for the second event of 2022 in the State's permanent project record.
Sincerely,
BUNNELL LAMMONs ENGINEERING INC.
­W9.0,
Thomas A. O'Shea, P.G.
Project Geologist
Registered, NC # 2830
cc: Ms. Jaclynne Drummond — DWM-ARO
AC/
Andrew W. Ale/der,.G., RSM
Consultant Hydrogeologist
Registered, NC #1475
'6004 Panders Court, Greenvll€e, SC 29615 1,864,288.1265 r,-#864,288.4430 info@hlecorp,com
BLECORP.COM

1s 1m 1i
Water Quality Report — 2nd Semi -Annual Event 2022 May 1, 2023
Buncombe County Landfill —Alexander, North Carolina BLE Project No. J22-9378-31
TABLE OF CONTENTS
1.0
PROJECT INFORMATION........................................................................................................1
2.0
FIELD ACTIVITIES, SAMPLING, AND ANALYSIS.............................................................1
3.0
GROUNDWATER FLOW........................................................................................................... 2
4.0
RESULTS....................................................................................................................................... 2
4.1
Groundwater.................................................................................................................................... 2
4.2
Surface Water.................................................................................................................................. 2
4.3
Leak Detectors and Leachate Samples............................................................................................. 3
5.0
CONCLUSIONS AND RECOMMENDATIONS....................................................................... 3
6.0
QUALIFICATIONS OF REPORT.............................................................................................. 3
7.0
CLOSING.......................................................................................................................................3
Tables
Table 1
SWS Approved Sampling Matrix
Table 2
Well Construction and Monitoring Well Data
Table 3
Range of Groundwater Flow Velocities
Table 4
Groundwater VOCs
Table 5
Groundwater Field Parameters, Geochemical Parameters, and Total Metals
Table 6
Surface Water VOCs
Table 7
Surface Water Field Parameters and Total Metals
Table 8
Leak Detector and Leachate VOCs
Table 9
Leak Detector and Leachate Field Parameters and Total Metals
Figures
Figure 1
Site Location Map
Figure 2
Groundwater Elevation Contour Map — October 17, 2022
Appendices
Appendix A Field Sampling Logs — Pace Analytical Services, LLC.
Appendix B Laboratory Analytical Data — Pace Analytical Services, LLC.
iofi

1s 1m 1i
Water Quality Report — 2nd Semi -Annual Event 2022 May 1, 2023
Buncombe County Landfill —Alexander, North Carolina BLE Project No. J22-9378-31
1.0 PROJECT INFORMATION
The subject 654-acre landfill site is located in Buncombe County, North Carolina, approximately nine miles
north of the city of Asheville with a physical address of 81 Panther Branch Road in Alexander, North Carolina
(Figure 1). Buncombe County owns and operates a Subtitle D MSWLF which includes Cell 1 through Cell
7 and a CDLF consisting of Phase 1 through Phase 7. Currently Cell 6 of the MSWLF and Phase 7 of the
CDLF are the active waste units. MSWLF Cells 8 through 10 are planned (but not permitted) for future
expansion.
A Water Quality Monitoring Plan (WQMP) was finalized by BLE and submitted to the North Carolina Solid
Waste Section (SWS). The WQMP was approved on April 16, 2021 (FID 1576846). The facility requires
semi-annual groundwater, surface water, and leachate monitoring and reporting in accordance with the
WQMP. Semi-annual sampling is typically conducted each April and October and those events are designated
"Spring" and "Fall," respectively. This report represents the 2nd semi-annual (Fall) sampling event of 2022.
The existing groundwater monitoring network for the Buncombe County Landfill consists of two (2)
upgradient (background) wells (MW-1 and MW-1D) and twenty-four (24) downgradient (compliance) wells
(MW-2, MW-2D, MW-3R, MW-4, MW-41), MW-5, MW-51), MW-6, MW-7, MW-8, MW-8D, MW-10,
MW-IOD, MW-11, MW-11D, MW-12, MW-12D, MW-13, MW-13D, MW-14, MW-14D, MW-17R, MW-
17DR, and MW-18). Wells MW-17 and MW-17D were abandoned September 14, 2020 and replaced by
MW-17R and MW-17DR, respectively (Figure 2). Wells MW-15 and MW-15D were removed as compliance
points and replaced by MW-18 as approved by the SWS on August 3, 2021(FID 1595460). The MW-15/MW-
15D well pair remains in place for the collection of water levels only. The current SWS approved sampling
matrix is included as Table 1.
In accordance with Rule .0602 and Rule .0544(c), eight (8) surface water monitoring locations have been
established for the facility to monitor surface water quality surrounding the existing waste footprint
(Table 1). The existing surface water locations consist of one (1) upstream (background) point (SW-1) and
seven (7) downstream (compliance) points (SW-2 through SW-8).
In accordance with Rule .1626(12)(c), eight (8) active leak detector and leachate sampling locations have been
established for the facility (Table 1). The locations include six (6) existing leak detection sampling locations
associated with each MSWLF cell (Cells 1 through 6) designated LD-1 through LD-6, one (1) leachate leak
detection sampling location near the leachate pond designated Leachate LD, and the Leachate Pond itself.
2.0 FIELD ACTIVITIES, SAMPLING, AND ANALYSIS
Groundwater, surface water, and leachate samples were collected for the 2nd semi-annual sampling event by
personnel from Pace Analytical Services, LLC. (Pace) of Asheville, North Carolina between October 17-19,
2022 and on November 1, 2022. Groundwater samples were collected from the 26 monitoring wells as
specified on Table 1. Seven (7) of the eight (8) surface water locations were sampled during the event; SW-
7 was dry and could not be sampled. Additionally, the seven (7) leak detection and one (1) leachate pond
locations were sampled.
The groundwater, surface water, and leachate samples were delivered and analyzed in Pace's Columbia, South
Carolina laboratory for the constituents in the approved matrix (Table 1). The field parameters of dissolved
oxygen, pH, redox potential, specific conductance, turbidity, and temperature were measured in the field by
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1s 1M 1i
Water Quality Report — 2nd Semi -Annual Event 2022
Buncombe County Landfill —Alexander, North Carolina
May 1, 2023
BLE Project No. J22-9378-31
Pace. A copy of the Pace field sampling logs is included in Appendix A. A copy of the laboratory analytical
data are included in Appendix B.
3.0 GROUNDWATER FLOW
The water level data collected during the sampling event on October 17, 2022 are presented in Table 2.
Groundwater flow velocity estimates are presented in Table 3. A groundwater elevation contour map with
generalized groundwater flow directions is presented in Figure 2. Please note that water level data were
collected on November 1, 2022 at monitoring wells MW-1, MW-2, MW-12, MW-14, and MW-17DR; these
measurements were not used to produce the groundwater elevation contour map (Figure 2).
4.0 RESULTS
4.1 Groundwater
The results of the groundwater field and laboratory analyses are summarized in Table 4 and Table 5 and the
laboratory analytical data are included in Appendix B.
Please refer to Table 4 and Table 5 for a summary of which groundwater constituents exceeded North Carolina
Groundwater Quality Standards (NC2L) maximum contaminant levels' (MCLs) or a SWS approved
Alternate Groundwater Protection Standard2 (AGWPS).
Field parameters measured in the groundwater included pH, specific conductance, turbidity, and temperature.
The field parameter of pH was below its NC2L standard in fifteen (15) wells. However, previous semi-annual
reports for the subject site indicate that pH frequently varies between values both below and within the NC2L
standards in the majority of the wells on site. No other field parameters were outside their NC2L standard
limits for groundwater if established.
4.2 Surface Water
The results of the surface water field and laboratory analyses are summarized in Table 6 and Table 7 and the
laboratory analytical data are included in Appendix B.
Please refer to Table 6 and Table 7 for a summary of which surface water constituents exceeded their
established North Carolina Surface Water Quality Standards (NC213)3 standard limits. Field parameters
measured in the surface water included dissolved oxygen, pH, redox potential, specific conductance, turbidity,
and temperature. The field parameter of turbidity exceeded its NC213 standards at three (3) locations. No other
field parameters exceeded their NC2B standard for surface water if established.
'North Carolina Department of Environmental Quality, Classifications of Water Quality Standards, Section 15A NCAC 2L.0202, April 1, 2022.
z SWS letter titled Alternate Source Demonstration Addendum dated June 5, 2018 (FID 1213927)
' North Carolina Department of Environmental Quality, Surface Waters and Wetlands Standards, Section 15A NCAC 02B workbook dated July
26, 2022.
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Water Quality Report — 2nd Semi -Annual Event 2022
Buncombe County Landfill —Alexander, North Carolina
4.3 Leak Detectors and Leachate Samples
May 1, 2023
BLE Project No. J22-9378-31
The results of the leak detector field and laboratory analyses are summarized in Table 8 and Table 9 and the
laboratory analytical data are included in Appendix B.
Please note that the NC2L standards shown on Table 8 and Table 9 are for reference only. There is no
regulatory standard for leak detectors or leachate.
Field parameters measured in the leak detectors and leachate samples included pH, specific conductance,
turbidity, and temperature.
5.0 SUMMARY AND METALS COMPLIANCE
Semi-annual assessment monitoring was performed during the 2nd semi-annual event of 2022 in general
accordance with the approved WQMP and SWS approved sampling matrix (Table 1). Detected constituents
which exceed their respective groundwater and surface water standards are identified on the summary tables.
5.1 Metals Compliance
The SWS issued new groundwater metals standards (NC2Ls) on April 1, 2022. As part of the updated NC2L
standards, all metals were removed from the Interim Maximum Allowable Concentrations (IMACs) list and
added to the NC2L standards. This change has resulted in several metals compliance issues at the facility.
BLE understands that solid waste facilities will be allowed to utilize alternate groundwater protection
standards calculated from background wells, perform a limited ASD, or enter assessment monitoring per the
solid waste regulations.
BLE has evaluated the metals data through the October 2022 semi-annual sampling event. BLE conducted a
virtual meeting with the SWS on February 21, 2023 to discuss solutions to each metal compliance issue. The
SWS agreed that the facility should submit a standalone metals compliance report to document the findings.
This report will be submitted under separate cover at a later date.
6.0 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 provided to BLE.
This report has been prepared on behalf of and exclusively for the use of Buncombe 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.
7.0 CLOSING
We appreciate the opportunity to be of service to Buncombe County, North Carolina. Please contact us at
[phone] if you have any questions or comments.
3 of 3

TABLES

Table 1
SWS Approved Sampling Matrix
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
April
October
Station ID
*Analytical Suite*
1,4-Dioxane
*Analytical Suite*
1,4-Dioxane
a
MW-1
A-1 Plus
A-1 Plus
x �
u
Pa
MW-ID
A-1 Plus
A-1 Plus
MW-2
A-1
A-1
MW-21)
A-1
A-1
MW-3R
A-1
A-1
MW-4
A-1
yes
A-1
yes
MW-41)
A-1
yes
A-1
yes
MW-5
A-1
A-1
MW-5D
A-1
A-1
MW-6
A-1
A-1
MW-7
A-1
A-1
MW-8
A-1
A-1
MW-8D
A-1
A-1
MW-10
A-1
yes
A-1
yes
MW-lOD
A-1
yes
A-1
yes
MW-11
A-1
A-1
u
e
MW-11D
A-1
A-1
UMW-12
A-1 Plus
yes
A-1 Plus
yes
MW-12D
A-1 Plus
yes
A-1 Plus
yes
MW-13
A-1
A-1
MW-13D
A-1
A-1
MW-14
A-1 Plus
A-1 Plus
MW-14D
A-1 Plus
A-1 Plus
MW-15
W
W
MW-15D
W
W
MW-16
A-1
yes
A-1
yes
MW-16D
A-1
yes
A-1
yes
MW-17
Abandoned September 14, 2020
MW-17D
Abandoned September 14, 2020
MW-17R
A-1 Plus
yes
A-1 Plus
yes
MW-17DR
A-1 Plus
yes
A-1 Plus
yes
MW-18
A-1 Plus
yes
A-1 Plus
yes
SW-1
A-1
yes
A-1
yes
SW-2
A-1
yes
A-1
yes
SW-3
A-1
yes
A-1
yes
d
SW-4
A-1
yes
A-1
yes
o
SW-5
A-1T
yes
A -IT
yes
SW-6
A-1T
yes
A -IT
yes
SW-7
A-1
yes
A-1
yes
SW-8
A-1T
yes
A -IT
yes
LD-1
A-1
A-1
i,
LD-2
A-1
A-1
0
LD-3
A-1
A-1
Ca
R
LD-4
A-1
A-1
u
�?
LD-5
A-1
A-1
yes
d
R
LD-6
A-1
A-1
u
LD-7
A-1
A-1
.a
Leachate LD
A-1
A-1
Leachate Pond
LMP
LMP
Notes:
A-1 —Appendix I VOCs & Metals
A -IT = Appendix I VOCs plus Tetrahydrofuran & Metals
A-1 Plus = Appendix I VOCs plus Tetrahydrofuran,
& Metals plus Mercury, Manganese, Iron, Sulfate, Chloride,
Alkalinity, & Total Dissolved Solids
LMP (Leachate Monitoring Parameters) = Appendix I VOCs & Metals, pH,
specific conductance, BOD, COD, Nitrates, Sulfates, & Phosphates.
W = Water Level Only
LD = Leak Detector
Does Not Exist - Permitted for Future MSWLF Cell 7
1,4-Dioxane removed for these points
Table revised July 16, 2019 (SW-8 and 1,4-doxane)
Table revised February 27, 2020 (BLE Project No. 9378-20 for Spring 2020)
Table revised June 19, 2020 (Change 1,4-Dioxane Matrix)
Table revised October 14, 2020 (Abandon MW-17/MW-17D)
Table revised July 20, 2021 (Remove MW-15/MW-15D & add MW-18)
Table revised December 15, 2022 (Add MW-16/MW-16D)
9378-31 SWS Approved Matrix Prepared by: AWA
Tl Approved Matrix Checked by: RIB

Table 2
Well Construction and Monitoring Well Data
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Monitoring Point
MSW or
C&D
Latitude
Longitude
Northing'
Easting'
TOC
Elevation (ft)'
Ground Surface
Elevation (ft)'
Depth to GW (ft)
October 17, 2022 *
Groundwater
Elevation (ft)
Well Depth
(ft)'
Screen Depth
(below GS)'
Waste Unit
Monitored
Installation
Date'
Geology Monitored'
Well
Status/Purpose
Well
Diameter (in)'
MW-1
Facility
35.722181
-82.627433
737,383.3
923,481.5
2021.22
2019.28
67.81
1953.41
76
61.0 - 76.0
Facility
1990's
Saprolite/PWR
Background
2.0
MW-ID
Facility
35.722146
-82.627474
737,371.0
923,468.7
2021.57
2019.97
69.17
1952.40
200
85.0 - 95.0
Facility
1990's
Bedrock
Background
2.0
MW-2
MSW
35.727937
-82.635945
739,569.6
921,033.3
1920.86
1918.54
8.60
1912.26
20
5.0 20.0
Cell
1990's
Saprolite/PWR
Compliance
2.0
MW-2D
MSW
35.727926
-82.635964
739,565.7
921,027.7
1920.51
1918.63
9.01
1911.50
55
45.0 - 55.0
Cell
1990's
Bedrock
Compliance
2.0
MW-3R
MSW
35.727678
-82.638122
739,499.1
920,384.3
1973.18
1975.67
54.59
1918.59
55
45.0 - 55.0
Cell
7/28/2014
PWR
Compliance
2.0
MW-4
MSW
35.727011
-82.638740
739,263.0
920,192.1
1944.35
1942.48
13.94
1930.41
25
9.0 24.0
Cell
1011011996
Saprolite/PWR
Compliance
2.0
MW-4D
MSW
35.727004
-82.638789
739,261.0
920,177.3
1944.64
1942.79
14.49
1930.15
55
45.0 - 55.0
Cell
1011111996
Bedrock
Compliance
2.0
MW-5
MSW
35.726600
-82.638537
739,111.5
920,246.7
1977.12
1975.39
34.16
1942.96
50
35.0 - 50.0
Cell
101911996
Saprolite/PWR
Compliance
2.0
MW-5D
MSW
35.726578
-82.638551
739,103.6
920,242.3
1976.92
1975.31
36.13
1940.79
81
71.0 - 81.0
Cell
1011011996
Bedrock
Compliance
2.0
MW-6
MSW
35.725655
-82.638573
738,767.9
920,223.6
1987.34
1985.39
25.62
1961.72
50
35.0 - 50.0
Cell
101811996
Saprolite/PWR
Compliance
2.0
MW-7
MSW
35.724369
-82.637290
738,286.3
920,586.8
2022.83
2020.72
43.04
1979.79
61
42.0 - 61.0
Cell
101411996
Saprolite/PWR
Compliance
2.0
MW-8
MSW
35.723885
-82.636544
738,102.0
920,801.7
1962.06
1959.85
32.23
1929.83
70
55.0 - 70.0
Cell
1990's
Saprolite/PWR
Compliance
2.0
MW-8D
MSW
35.723926
-82.636511
738,116.7
920,812.0
1962.47
1960.57
30.97
1931.50
95
85.0 - 95.0
Cell
1990's
Bedrock
Compliance
2.0
MW-10
MSW
35.727320
-82.634017
739,324.0
921,597.0
2010.54
2007.50
69.52
1941.02
73
58.0 - 73.0
Cell
3/6/2002
Saprolite/PWR
Compliance
2.0
MW-10D
MSW
35.727319
-82.634038
739,324.0
921,590.8
2010.56
2007.50
70.17
1940.39
117
102.0 - 117.0
Cell
3/6/2002
Bedrock
Compliance
2.0
MW-11
MSW
35.724131
-82.634463
738,169.2
921,422.1
1966.71
1963.70
35.18
1931.53
50
35.0 - 50.0
Cell
3/6/2002
Bedrock
Compliance
2.0
MW-11D
MSW
35.724088
-82.634516
738,154.0
921,406.0
1966.15
1963.20
36.92
1929.23
70
60.0 - 70.0
Cell
3/6/2002
Bedrock
Compliance
2.0
MW-12
C&D
35.725374
-82.642036
738,703.7
919,192.4
1947.39
1944.70
13.70
1933.69
17
7.0 17.0
Phases 1 - 5
6/25/2002
Saprolite/PWR/Bedrock
Compliance
2.0
MW-12D
C&D
35.727811
-82.632793
739,489.5
921,966.6
1947.10
1944.30
13.11
1933.99
37
27.0 - 37.0
Phases 1 - 5
6/25/2002
Bedrock
Compliance
2.0
MW-13
MSW
35.727811
-82.632793
739,489.5
921,966.6
1953.92
1951.30
7.03
1946.89
16
6.0 16.0
Cell
612412005
Bedrock
Compliance
2.0
MW-13D
MSW
35.725519
-82.642504
738,761.6
919,055.7
1953.82
1951.40
9.28
1944.54
44
39.0 - 44.0
Cell
6/23/2005
Bedrock
Compliance
2.0
MW-14
C&D
35.725575
-82.642569
738,782.5
919,037.1
1952.77
1949.80
31.04
1921.73
49
39.0 - 49.0
Phases 1 -5
4/5/2006
Bedrock
Compliance
2.0
MW-14D
C&D
35.725374
-82.642036
738,703.7
919,192.4
1953.76
1950.70
31.35
1922.41
88
78.0 - 88.0
Phases 1 - 5
4/6/2006
Bedrock
Compliance
2.0
MW-15
C&D
35.726646
-82.639947
739,143.4
919,829.3
1973.29
1970.21
21.45
1951.84
26
16.0 - 26.0
Phases 1 - 5
6/7/2012
Saprolite/PWR
WL
2.0
MW-15D
C&D
35.726646
-82.639947
739,143.4
919,829.3
1973.51
1970.25
25.08
1948.43
43
33.0 - 43.0
Phases 1 -5
6/7/2012
Bedrock
WL
2.0
MW-16
MSW
35.728277
-82.630809
739,637.4
922,561.2
1973.88
1970.88
28.78
1945.10
46
36.0 - 46.0
Cell?
9/28/2022
Saprolite/PWR
Compliance
2.0
MW-16D
MSW
35.728286
-82.630794
739,640.4
922,565.7
1973.44
1970.44
28.46
1944.98
76
66.0 - 76.0
Cell?
9/29/2022
Bedrock
Compliance
2.0
MW-17
Abandoned - September 14, 2020
MW-17D
Abandoned - September 14, 2020
MW-17R
C&D
35.724980
-82.643807
738,579.7
918,662.0
1891.61
1888.96
15.73
1875.88
23.5
8.5 23.5
Phase 6
9/3/2020
Bedrock
Compliance
2.0
MW-17DR
C&D
35.724952
-82.643815
738,569.7
918,659.3
1891.70
1889.14
14.50
1877.20
39
34.0 - 39.0
Phase 6
9/2/2020
Bedrock
Compliance
2.0
MW-18
C&D
35.726743
-82.640369
739,183.2
919,705.2
1940.67
1937.97
44.65
1896.02
51.5
41.5 - 51.5
Phases 1 - 5
6/11/2008
Bedrock
Compliance
2.0
* Depth to groundwater was measured on November 1, 2022 at MW-1, MW-2, MW-12, MW-14, and MW-17DR. These measurements were not used to produce the Groundwater Elevation Contour Map (Figure 2).
- Data from Table 3, Well Construction, New Buncombe County Landfill, Buncombe County, North Carolina, provided by SCS Engineers.
Z - Based on visual observation of Sheet No I Groundwater and Methane Monitoring Well Locations by CDM Smith dated August 2014.
Some well installation dates appear inconsistent with water level records and may not be accurate. Changes to some dates (italics) made based on water level records and dates from SHR and DHR documents by CDM.
The top of casing and ground surface elevations for MW-3R are a probable error (reversed) based on April 2016 water levels in the SCS Engineers report.
The top of casing and ground surface elevations for MW-14 and MW-14D do not match those in the SHR and DHR documents by CDM.
The well construction and survey data for MW-17R and MW-17DR are from a report by SCS dated October 13, 2020
The well construction data for MW-16 and MW-16D are from a report by SCS dated December 5, 2022
Location accuracy of the monitoing wells is limited by the references themselves
The well construction data for MW-18 from the DHR table and boring log by CDM. Surveying was performed by Ed Holmes and Associates of Asheville, NC in September 2021.
TOC - Top of Casing.
GS - Ground Surface.
NM - Not Measured
All depth measurments in feet -- All elevations in feet above an arbitrary site datum
9378-31 GW Tables (Completion, water levels, detections).xlsx Prepared by: TAO
T2 (11-1-22) MW Points Checked by: ZID

Table 3
Range of Groundwater Flow Velocities
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Hydraulic Conductivity
K(ft/min)
K(cm/sec)
K(ft/day)
High Estimate
8.0E-03
4.1E-03
11.5
Low Estimate
9.7E-05
4.9E-05
0.14
Geometric Mean
8.8E-04
4.5E-04
1.269
Geometric Mean Hydraulic
Conductivity K(ft/day)
Hydraulic
Grad. (ft/ft)
Effective
Porosity
Flow
Vel. (ft/day)
Flow
Vel. (ft/year)
High Estimate
1.269
0.282
5%
7.15
2,609
Low Estimate
1.269
0.025
28%
0.12
42
Notes
1. Hydraulic conductivity and effeictive porosity values obtainted from Tables 5 and 6 of the Design Hydrogeologic Report
- Phase 6 C&D prepared by BLE dated September 21, 2017.
3. The hydraulic gradients were measured from the October 17, 2022 groundwater elevation contour map (Figure 2).
The high hydraulic gradient was measured between the 1880-ft & 1900-ft groundwater contours near MW-17R .
The low hydraulic gradient was measured between the 1950-ft & 1960-ft groundwater contours near MW-12.
4. Groundwater velocity derived from V = Ki/n, where:
K = geometric mean hydraulic conductivity, i = hydraulic gradient, and n, = effective porosity.
5. The high and low velocity estimates are calculated using the geometric mean K and the high and low range of site hydraulic data
obtained from BLE's 2017 DHR.
9378-31 GW Tables (Completion, water levels, detections).xlsx Prepared By: TAO
Table 3 GW Flow Vel. Checked By: ZJD

Table 4
Groundwater VOCs
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Sampled by
Pace Analytical Services, LLC. October 17-19, 2022 & November 1, 2022
TEST
UNITS
LOQ
DL
MCL
MW-1
MW-11)
MW-2
MW-21)
MW-3R
MW-4
MW-4D
MW-5
MW-51)
MW-6
MW-7
MW-8
MW-8D
MW-10
MW-10D
MW-11
MW-11D
MW-12
MW-12D
MW-13
MW-13D
MW-14
MW-14D
MW-15
MW-15D
MW-16
MW-16D
MW-17R
-17DR
MW-18
EQUIP.
BLANK
Acetone
µg/l
20
5.0
6,000
15.0
15.0
<5.0
<5.0
13 J
<5.0
<5.0
<5.0
6.0 JL
<5.0
<5.0
<5.0
6.3 J
9.0 J
<5.0
<5.0
<5.0
18 RJ
<5.0
<5.0
<5.0
<5.0
6.6 J
NS
NS
7.7 JL
5.3 JL
<5.0
6.9 J
<5.0
<5.0
Acrylonihile
1-9/1
20
0.8
NE
<0.8
10.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
NS
NS
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
Benzene
µg/l
1.0
0.4
LO
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Bromocllorome[hane
µ0
1.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Bromodichloromethane
9911
1.0
0.4
0.6
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Bromoform
µ0
1.0
0.4
4.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Carbon Disulfide
9911
1.0
0.4
700
0.42 J
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
0.87 J
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Bromomethane (Methylbromide)
1-9/1
2.0
0.4
10
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Carbon tetrachloride
9911
1.0
0.4
0.3
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chlorobenzene (mono)
µg/l
1.0
0.4
50.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chloroethane
µg/l
2.0
0.4
3,000
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chloroform
µ0
1.0
0.4
70.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chlommethane (Methylchlonde)
9911
1.0
0.5
3.0
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
NS
NS
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
Dibromochloromethane
µfill
1.0
0.4
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Dibromo-3-chloropropane; DBCP
9911
1.0
0.4
0.04
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Dibromoethane; Ethylene dibromide
µfill
1.0
0.4
0.02
10.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dibromomethane
µg/l
1.0
0.4
70.0 (i)
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Dichlombenzene
µg/l
1.0
0.4
20
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1 NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,4-Dichlorobenzene
9911
1.0
0.4
6.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1 <0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
trans-1,4-Dichloro-2-butene
µfill
2.0
0.5
NE
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
NS
NS
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
1,1-Dichlomethane
µg/l
1.0
0.4
6.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1.1
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Dichloroethane
µfill
1.0
0.4
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,1-Dichlomethene(-ethylene)
9911
1.0
0.4
350
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
cis-1,2-Dichloroetheoe (-ethylene)
µ0
1.0
0.4
70.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
0.83 J
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
trans-1,2-Dichlomethene (-ylene)
µg/l
1.0
0.4
100
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Diclloropropane
µg/l
1.0
0.4
0.6
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
cis-1,3-Dichloropropene (-propylene)
9911
1.0
0.4
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
trans-1,3-Diclloropropene (-propylene)
µfill
1.0
0.4
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Ethylbenzene
9911
1.0
0.4
600
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
2-Hex anone
µe
10
2.0
40
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
NS
NS
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Iodomethane
µg/l
5.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dichloromethane (Methylene chloride)
µfill
1.0
0.4
5.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
0.53 J
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
0.62 J
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
2-Butanone (Methyl ethyl ketone)
9911
10
2.0
4,000
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
6.7 J
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
NS
NS
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
4-Methyl-2-Pentanone
µ0
10
2.0
100
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
NS
NS
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Styrene
µg/l
1.0
0.41
70
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,1,1,2-Tetmchloroethane
µfill
1.0
0.4
LO
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1, 1,2,2-Tetmchlomethane
9911
1.0
0.4
0.2
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4[<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Tetmclloroethene (-ethylene)
1-9/1
1.0
0.4
0.7
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Toluene
µg/l
1.0
0.4
600
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,1,1-Trichloroethane
µg/l
1.0
0.4
200
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1, 1,2-Trlchloroethane
9911
1.0
0.4
0.6
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Trichloroethene (-ethylene)
1-9/1
1.0
0.4
3.0
<0.4
<0.4
10.4
<0.4
<0.4
<0.4
<0.4
<0.4<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Trichloroflumomethane
9911
1.0
0.4
2,000
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2,3-Trichloropropane
µg/l
1.0
0.4
0.005
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Vinyl acetate
9911
5.0
1.2
88.0 (i)
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
NS
<L2
<1.2
<1.2
<1.2
<L2
Vinyl chloride
µfill
1.0
0.4
0.03
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Total Xylenes
µ911
1.0
0.4
500
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
NS
�NS<1.2
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Tetrahydroturan
µgA
5.0
1.0
2,000 (i)
<L0
<1.0
<I.0
<1.0
<I.0
<1.0
<I.0
<1.0
<I.0
<1.0
<1.0
<1.0
<I.0
<1.0
<I.0
<1.0
<I.0
2.1 J
1.1 J
<1.0
<I.0
<1.0
<I.0
NS
<1.0
<I.0
<1.0
<I.0
<1.0
<I.0
1,4-Dioxane3.01.030NT
NT
NT
NT
<1.0
<I.0
NT
NT
NT
NT
NT
NT
<1.0
<I.0
NT
NT
2.7 J
<I.0
NT
NT
NT
NT
NS
<1.0
<I.0
I <l.p
<I.0
<l.p
<I.0
Notes:
1. MCL = Maximum Contaminant Level, as established in the NCDEQ, Groundwater Classifications and Standards
Section 15A NCAC 2L .0202. Updated April 1, 2022
2. (i) = Interim Maximum Allowable Concentrations (IMACs). Updated April 1, 2022
3. Shaded cells indicate exceedances of IMACs
4. Shaded cells indicated exceedances of MCLs
5. NE =Not Established; North Carolina has not established a MCL
6. LOQ = Limit of Quantitation
7. DL - method Detection Limit
S. NT = Not Tested
9. NS = Not Sampled
10. "J"-flagged data (i.e., values estimated between the DL and the LOQ) are presented on this spreadsheet.
11. V'-flagged data denote LCS/LCSD failure
12. "H"-flagged data denote sample was analyzed out of holding time.
9378-31 GW Tables (Completion, water levels, detecdons).xlsx Prepared by: TAO
T4 (11-1-22) VOC Checked by: ZJD

Table 5
Groundwater Field Parameters, Geochemical Parameters, and Total Metals
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Sampled by Pace Analytical Services, LLC. October 17-19, 2022 & November 1, 2022
TEST
UNITS
LOQ
DL
MCL
MW-1
MW-11)
MW-2
MW-213
MW-3R
MW-4
MW413
MW-5
MW-51)
MW-6
MW-7
MW-8
MW-81)
MW-10
MW-lOD
MW-11
MW-11D
MW-12
MW-12D
MW-13
MW-13D
MW-14
MW-14D
MW-15
MW-15D
MW-16
MW-16D
MW-17R
MW-17DR
MW-18
EQUIP.
BLANK
pH
S.U.
<6.5; >8.5
7.1
6.09
6.6
5.96
5.8
7.1
5.98
6.01
5.80
6.5
6.6
6.4
5.7
63
6.6
6.5
6.1
6.9
63
6.51
6.12
7.3
NS
NS
6.3
7.2
6.5
7.04
6.7
NT
Specific Conductance
µmhos/cm
NE
176.1
230.5
406.9
259.5
129.7
254.9
266.9
242.3
226.0
155.5
671
383.2
428.8
354.0
395.4
465.3
430.1
1,097
525.1
414.0
402.3
189.3
334.3
NS
NS
171.6
213.8
242.3
311.9
230.7
NT
Temperature
°C
NE
14.6
11.9
15.4
11.6
17.5
17.6
18.2
10.8
13.4
17.2
13.7
9.6
8.0
17.2
15.6
12.2
7.4
17.6
10.4
11.9
8.6
16.3
11.4
NS
NS
5.6
7.2
5.3
15.2
11.8
NT
Turbidity
NTU
NE
9.46
9.3
10.24
0.1
8.72
2.09
0.1
5.35
0.88
1.32
5.9
7.5
1.4
9.22
4.0
8.0
7.6
9.04
1.9
9.41
7.22
5.25
3.0
NS
NS
6.81
3.0
2.1
8.39
9.8
NT
Alkalinity
-9/1
20
20
NE
55
76
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
290
200
NT
NT
68
150
NS
NS
NT
NT
88
130
82
NT
Total Dissolved Solids (IDS)
mg/1
25
25
500
110
<25.0
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
770
350
NT
NT
150
220
NS
NS
NT
NT
150 H
210
160
NT
Total Iron (Fe)
µg/1
50
13
3,890
660
290
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
240
68
NT
NT
520
80
NS
NS
NT
NT
80
840
200
NT
Sulfate
mg/1
1.0
0.25
250
17
37
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
280
78
NT
NT
19
32 H
NS
NS
NT
NT
32
24
35 H
NT
Chloride
m9/1
1.0
0.25
250
5.9
2.5
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
38
1 15
NT
NT
2.4
4.0 H
NS
NS
NT
NT
3.6
4.2
1.7 H
NT
Total Antimony (Sb)
µg/l
2.0
0.5
1.0
<0.5
0.68 J
<0.5
<0.5
<0.5
<0.5
0.50 J
<0.5
<0.5
<0.5
<0.5
1.4 J
<0.5
<0.5
<0.5
<0.5
0.56 J
<0.5
<0.5
<0.5
<0.5
<0.5
0.52 J
NS
NS
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
Total Arsenic (As)
119/1
2.0
1.3
10
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
NS
NS
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Total Barium (Ba)
µg/l
5.0
1.3
700
120
37
180
98
76
69
30
120
69
52
150
140
160
120
48
110
61
90
45
240
210
47
6.0
NS
NS
37
34
57
63
12
<1.3
Total Beryllium (Be)
µg/1
0.4
0.15
4.0
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
NS
NS
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
Total Cadmium (Cd)
µg/l
0.5
0.13
2.0
<0.1
<0.1
0.24 J
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
0.15 J
<0.1
<0.1
<0.1
NS
NS
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
Total Chromium (Cr)
119/1
5.0
1.3
10
2.3 J
1.4 J
1.7 J
1.3 J
4.7 J
<1.3
<1.3
1 1.8 J
3.6 J
<1.3
2.0 J
4.0 J
1.8 J
4.3 J
3.5 J
1 <1.3
<1.3
1.4 J
<1.3
<1.3
<1.3
1.5 J
<1.3
NS
NS
7.4
1.6 J
<1.3
<1.3
3.9 J
<1.3
Total Cobalt (Co)
µg/l
5.0
1.3
11
<1.3
1.7 J
9.0
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
1.9 J
<1.3
<1.3
5.6
2.5 J
7.3
<1.3
27
2.7 J
6.1
11
<1.3
<1.3
NS
NS
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
Total Copper (Cu)
119/1
5.0
1.3
11000
1.7 J
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
2.2 J
<1.3
2.0 J
1.4 J
1.4 J
4.2 J
1.8 J
<1.3
1.8 J
<1.3
<1.3
1 <1.3
NS
NS
1.3 J
<L3
4.7 J
<1.3
2.2 J
<1.3
Total Lead (Pb)
µ9/1
1.0
0.25
15
<0.3
0.45 J
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
0.31 J
0.31 J
<0.3
1 <0.3
0.82 J
<0.3
<0.3
<0.3
NS
NS
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
Total Manganese (Mn)
µgA
5.0
1.3
50
19
5.9
<L3
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
2,600
400
NT
NT
7.7
5.5
NS
NS
<L3
<L3
23
86
27
NT
Total Mercury (Hg)
µ9/1
0.20
0.091
1.0
<0.1
<0.1
<0.1
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
<0.1
<0.1
NT
NT
<0.1
<0.1
NS
NS
NT
NT
<0.1
<0.1
<0.1
NT
Total Nickel (Ni)
119/1
5.0
1.3
100
2.0 J
7.4
18
1.6 J
5.5
5.2
<1.3
3.3 J
5.8
<1.3
16
4.1 J
4.6 J
12
15
19
5.0
33
4.1 J
1.7 J
12
3.9 J
1.4 J
NS
NS
5.8
5.9
16
<1.3
4.2 J
<1.3
Total Selenium (Se)
µg/l
5.0
1.3
20
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
NS
NS
1.3 J
<1.3
<1.3
<1.3
<1.3
<1.3
Total Silver ( )
119/1
1.0
0.25
20
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
NS
NS
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
Total Thallium (I)
µg/l
0.5
0.15
2.0
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
0.23 J
<0.2
<0.2
<0.2
<0.2
NS
NS
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
Total Vanadium (V)
µg/1
5.0
2.5
7.0
4.1 J
<2.5
4.9 J
<2.5
3.9 J
1.5
3.2 J
3.3 J
1.5
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
<2.5
2.8 J
<2.5
NS
NS
3.4 J
3.3 J
<2.5
<2.5
<2.5
<2.5
Total Zinc (Zn)
µgQ
10
2.5
1,000
3.1 J
5.4 J
8.2 J
<2.5
<2.5
3.7 J
4.1 J
3.9 J
<2.5
<2.5
4.4 J
17
3.6 J
4.5 J
4.3 J
2.6 J
22
2.7 J
5.4 J
16
5.3 J
<2.5
5.1 J
NS
NS
<2.5
4.6 J
11
<2.5
4.3 J
<2.5
Notes.
1. MCL = Maximum Contaminant Level, as established in the NCDEQ, Groundwater Classifications and Standards
Section 15A NCAC 2L .0202. Updated April 1, 2022
2. Alternate Groundwater Protection Standard (AGWPS) as approved by the SWS
3. Shaded cells indicated exceedances of MCLs or AGWPS
4. NE = Not Established; North Carolina has not established a MCL
5. LOQ = Limit of Quantitation
6. DL = method Detection Limit
7. NT-Not Tested
8. NS = Not Sampled
9. "J"-flagged data (i.e., values estimated between the DL and the LOQ) are presented on this table
10. "H"-flagged data (sample run out ofholding time) are presented in this table
9378-31 GW Tables (Completion, water levels, detections).xlsx Prepared by: TAO
T5 (11-1-22) Metals Checked by: ZJD

Table 6
Surface Water VOCs
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Sampled by Pace Analytical Services, LLC. October 18, 2022
TEST
UNITS
LOQ
DL
NC211
SW-1
SW-2
SW-3
SW4
SW-5
SW-6
SW-7
SW-8
Acetone
µg/l
20
5.0
2,000
101
<5.0
5.7 JL
9.7 J
8.1 JL
<0.8
Dry
13 J
Acrylonitrile
AgIl
20
0.8
7
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
Dry
<0.8
Benzene
µgIl
1.0
0.4
51
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Bromochloromethane
AgIl
1.0
0.4
NE
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Bromodichloromethane
99ft
1.0
0.4
17
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Bromoform
AgIl
1.0
0.4
120
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Carbon Disulfide
µgIl
1.0
0.4
100
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Bromomethane (Methylbromide)
µg/l
2.0
0.4
0.04
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Carbon tetrachloride
µgFl
1.0
0.4
1.6
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Chlorobenzene (mono)
AgIl
1.0
0.4
800
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Chloroethane
µgIl
2.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Chloroform
µg/l
1.0
0.4
2,000
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Chloromethane (Methylchloride)
µgFl
1.0
0.5
96
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
Dry
<0.5
Dibromochloromethane
AgIl
1.0
0.4
21
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
1,2-Dibromo-3-chloropropane; DBCP
µgIl
1.0
0.4
0.13
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
1,2-Dibromoethane; Ethylene dibromide
AgIl
1.0
0.4
0.1
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Dibromomethane
µgFl
1.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
1,2-Dichlorobenzene
AgIl
1.0
0.4
3,000
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
1,4-Dichlorobenzene
µgIl
1.0
0.4
900
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
trans-1,4-Dichloro-2butene
µ
2.0
0.5
NE
<0,5
<0.5
<0,5
<0.5
<0.5
<0.5
Dry
<0.5
1,1-Dichloroethane
µgFl
1.0
0.4
100
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
1,2-Dichloroethane
AgIl
1.0
0.4
650
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
1,1-Dichloroethene(-ethylene)
99/1
1.0
0.4
20,000
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
cis-1,2-Dichloroethene (-ethylene)
As/,
1.0
0.4
720
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
trans-1,2-Dichloroethene (-ylene)
µgFl
1.0
0.4
4,000
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
1,2-Dichloro ro ane
AgIl
1.0
0.4
31
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
cis-1,3-Dichloropropene (-propylene)
µg/1
1.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
trans-1,3-Dichloro roene (-propylene)
As/,
1.0
0.4
NE
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Ethylbenzene
µgFl
1.0
0.4
97
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
2-Hexanone
AgIl
10
2.0
NE
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Dry
<2.0
lodomethane
µgFl
5.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Dichloromethane (Methylene chloride)
As/,
1.0
0.4
11000
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
2-Butanone (Methyl ethyl ketone)
µg/l
10
2.0
26,000
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Dry
<2.0
4-Meth-2-Pentanone
AgIl
10
2.0
26000
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Dry
<2.0
Styrene
µgFl
1.0
0.41
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
1, 1, 1,2-Tetrachloroedme
AgIl
1.0
0.4
NE
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
1, 1,2,2-Tetrachloroethane
99/1
1.0
0.4
4.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Tetrachloroethene (-ethylene)
µgFl
1.0
0.4
3.3
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Toluene
µgFl
1.0
0.4
11
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
1,1,1-Trichloroethane
AgIl
1.0
0.4
200,000
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
1,1,2-Trichloroethane
µg/1
1.0
0.4
8.9
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Trichlomethene (-ethylene)
AgIl
1.0
0.4
30
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Trichlorofluoromethane
µgFl
1.0
0.4
67,000
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
1,2,3-Trichloro ro ane
AgIl
1.0
0.4
0.001
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Vinyl acetate
µgIl
5.0
1.2
NE
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
Dry
<1.2
Vinyl chloride
µ911
1.0
0.4
2.4
<0,4
<0.4
<0,4
<0.4
<0.4
<0.4
Dry
<0.4
Total Xylenes
µgFl
1.0
0.4
670
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dry
<0.4
Tetrah drofuran
AgIl
5.0
1.0
110,000
NT
NT
NT
NT
<1.0
<1.0
Dry
<1.0
1,4-Dioxane
AgIl
3.0
1.0
80
<1.0
<1.0
12
<1.0
3.4
<1.0
Dry
<1.0
Noter•
1. NC2B = North Carolina Surface Water Standards for Class C freshwater under Title 15A Subchapter 2B.
per NC DWR Surface Water Quality Standards, Criteria, & In -Stream Target Values (Workbook Dated 7-26-21)
2. NE = Not Established; North Carolina has not established a MCL
3. "J"-flagged data (i.e., values estimated between the DL and the LOQ) are presented on this spreadsheet.
4. Shaded cells indicated exceedances of MCLs
5. LOQ = Limit of Quantitation
6. DL = Method Detection Limit
7. NT = Not Tested
8. DNA = Data Not Available
9. "1T-flagged data denote LCS/LCSD failure
9378-31 SW Tables.xlsx Prepared by: TAO
T6 SW VOC (10-18-22) Checked by: ZJD

Table 7
Surface Water Field Parameters and Total Metals
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Sampled by Pace Analytical Services, LLC. October 18, 2022
TEST
UNITS
LOQ
DL
NC2B
SW-1
NC2B
SW-2
NC2B
SW-3
NC2B
SW4
NC2B
SW-5
NC2B
SW-6
NC2B
SW-7
NC2B
SW-8
pH
s.u. (on -site)
-
-
<6.0; >9.0
7.6
<6.0; >9.0
7.3
<6.0; >9.0
7.6
<6.0; >9.0
7.4
<6.0; >9.0
6.8
<6.0; >9.0
8.0
<6.0; >9.0
Dry
<6.0; >9.0
8.0
Specific Conductance
µmhos/cm (on -site)
-
-
NE
141.0
NE
181.3
NE
1,518
NE
308.1
NE
570.3
NE
174.4
NE
Dry
NE
252.2
Temperature
°C (on -site)
-
-
29
7.8
29
8.3
29
8.3
29
8.2
29
12.4
29
8.3
29
Dry
29
8.4
Turbidity
NTU (on -site)
-
-
50
9.9
50
7.7
50
27.4
50
81.7
50
667
50
38.2
50
Dry
50
52.3
Hardness
mg/1
10
2.0
NE
NT
NE
NT
NE
NT
NE
NT
NE
NT
NE
NT
NE
Dry
NE
NT
Total Antimony (Sb)
µgd
2.0
0.5
640
<0.5
640
<0.5
640
<0.5
640
<0.5
640
<0.5
640
<0.5
640
Dry
640
<0.5
Total Arsenic (As)
µg/l
2.0
1.3
10
<1.3
10
<1.3
10
<1.3
10
<1.3
10
<1.3
10
<1.3
10
Dry
10
<1.3
Total Barium (Ba)
µg/l
5.0
1.3
21,000
44
21,000
56
21,000
150
21,000
150
21,000
140
21,000
54
21,000
Dry
21,000
120
Total Beryllium (Be)
µgd
0.4
0.15
65
<0.2
65
<0.2
65
<0.2
65
<0.2
65
0.15 J
65
<0.2
65
Dry
65
<0.2
Total Cadmium (Cd)
µg/l
0.5
0.13
0.79
<0.1
1.6
<0.1
3.7
<0.1
3.9
<0.1
17
<0.1
5.0
<0.1
52
Dry
4.6
<0.1
Total Chromium (Cr)
µg/l
5.0
1.3
177
<1.3
344
<1.3
751
2.9 J
794
5.7
3,160
6.9
1,005
<1.3
9,235
Dry
922
7.8
Total Cobalt (Co)
µg/l
5.0
1.3
16
<1.3
16
<1.3
16
10
16
5.4
16
3.0 J
16
<1.3
16
Dry
16
2.6 J
Total Copper (Cu)
µg/l
5.0
1.3
3.5
<1.3
33
<1.3
18
2.7 J
20
4.6 J
96
4.5 J
26
<1.3
331
Dry
23
5.6
Total Lead (Ph)
µg/l
1.0
0.25
13
<0.3
1.3
<0.3
93
<0.3
100
1.4
569
0.61 J
136
<0.3
1,831
Dry
122
0.99 J
Total Nickel (Ni)
µg/l
5.0
1.3
140
<1.3
278
<1.3
622
18
660
5.4
2,748
10
842
<1.3
8,320
Dry
770
5.2
Total Selenium (Se)
µg/l
5.0
1.3
5.0
<1.3
5.0
<1.3
5.0
<1.3
5.0
<1.3
5.0
1.7 J
5.0
<1.3
5.0
Dry
5.0
<1.3
Total Silver (Ag)
µg/l
1.0
0.25
0.28
<0.3
1.1
<0.3
5.7
<0.3
6.5
<0.3
117
<0.3
11
<0.3
1,117
Dry
8.8
<0.3
Total Thallium (Tl)
µg/l
0.5
0.15
NE
<0.2
NE
<0.2
NE
<0.2
NE
<0.2
NE
<0.2
NE
<0.2
NE
Dry
NE
<0.2
Total Vanadium (V)
µg/l
5.0
2.5
NE
<2.5
NE
<2.5
NE
<2.5
NE
9.8
NE
7.6
NE
<2.5
NE
Dry
NE
14
Total Zinc (Zn)
1
10
2.5
35
<2.5
70
<2.5
156
6.2 J
165
12
695
15
211
<2.5
2,091
Dry
193
11
Notes:
1. NC213 = North Carolina Surface Water Standards for Class C freshwater under Title 15A Subchapter 213.
per NC DWR Surface Water Quality Standards, Criteria, & In -Stream Target Values (Workbook Dated 7-26-21)
Measured values of hardness were utilized to calculate an acute standard at each surface water location for metals highlighted in green.
Hardness values were reported in Report of Water Quality Sampling and Analysis 1st Semi -Annual Event 2020
Buncombe County Landfill Alexander, North Carolina prepared by BLE, dated July 13, 2020.
2. NE = Not Established; North Carolina has not established a standard
3. "J"-flagged data (i.e., values estimated between the DL and the LOQ) are presented on this spreadsheet.
4. Shaded cells indicated exceedances of MCLs
5. LOQ = Limit of Quantitation
6. DL = Method Detection Limit
7. NT = Not Tested
8. DNA = Data Not Available
9378-31 SW Tables.xlsx
T7 SW Metals (10-18-22)
Prepared by: TAO
Checked by: ZJD

Table 8
Leak Detector and Leachate VOCs
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Sampled by Pace Analytical Services, LLC. October 17-18, 2022
TEST
UNITS
LOQ
DL
MCL
LD-1
LD-2
LD-3
LD-4
LD-5
LD-6
Leachate
LD
Leachate
Pond
Acetone
µg/1
20
5.0
6,000
6.0 J
15.0
7.1 HJ
9.0 J
<5.0
6.3 J
<5.0
310
Acrylonmile
µ 1
20
0.8
NE
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
<0.8
Benzene
µg/1
1.0
0.4
LO
1.9
0.79 J
<0.4
2.6
<0.4
<0.4
<0.4
<0.4
Bro atchloromethane
µ 1
1.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Bromodichloromethane
99/1
1.0
0.4
0.6
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Bromoform
µ 1
1.0
0.4
4.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Carbon Disulfide
99/1
1.0
0.4
700
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Bromomethane (Meth bromide)
µ 1
2.0
0.4
10
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Carbon tetrachloride
99/1
1.0
0.4
0.3
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chlorobeecers,mt o)
µ 1
1.0
0.4
50
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chloroethane
µg/1
2.0
0.4
3,000
0.50 J
0.49 J
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chloroform
µ 1
1.0
0.4
70.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chloromethane (Methylobloride)
99/1
1.0
0.5
3.0
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
Dibromochloromethane
µ I
1.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-13ibromo-3-chloropropane; DBCP
99/1
1.0
0.4
0.04
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Dibromoethane, Ethylene dibromide
µ 1
1.0
0.4
0.02
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dibromomethane
µg/1
1.0
0.4
70.0 (1)
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Dichlorobenzene
µ 1
1.0
0.4
20.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,4-Dichlorobenzene
99/1
1.0
0.4
6.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
trans-1,4-Dichloro-2butene
µ 1
2.0
0.5
NE
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
1,1-Diehloroethane
99/1
1.0
0.4
6.0
0.48 J
0.98 J
<0.4
0.45 J
<0.4
<0.4
<0.4
<0.4
1,2-Dichlomethane
µ 1
1.0
0.4
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,1-Dichlomethene(-ethylene)
99/1
1.0
0.4
7.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
cis-1,2-Dichloroethene(-ethylene)
µ 1
LO
0.4
70
<0.4
0.95 J
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
trans-1,2-Dichloroethene (-ylene)
99/1
1.0
0.4
100
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2-Dichloro ro ane
µ 1
1.0
0.4
0.6
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
cis-1,3-Dichloropropene (-propylene)
99/1
1.0
0.4
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
trans-1,3-Dichlor ro ene (-propylene)
µ 1
LO
0.4
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Ethylbeozene
µg/1
1.0
0.4
600
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
2-Hexanone
µ 1
10
2.0
40
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Iodomethane
µg/I
5.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Dichloromethane (Methylene chloride)
µ 1
1.0
0.4
5.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
2-Butanone (Methyl ethyl ketone)
µg/1
10
2.0
4000
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
4-Methyl-2-Pentanone
µ 1
10
2.0
100
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
Styrene
99/1
1.0
0.41
70
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1, 1, 1,2-Tetrachloroethane
µ 1
1.0
0.4
1.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1, 1,2,2-Tetrachloroethane
99/1
1.0
0.4
NE
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Tetrachlomethene (-ethylene)
µ I
1.0
0.4
0.7
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Toluene
µg/1
1.0
0.4
600
<0.4
<0.4
<0.4
0.58 J
<0.4
<0.4
<0.4
<0.4
1,1,1-Trichloroethane
µ 1
1.0
0.4
200
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,1,2-Trlchloroethane
99/1
1.0
0.4
0.6
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Trichloroethene (-ethylene)
µ 1
LO
0.4
3.0
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Triohlomfluoromethane
99/1
1.0
0.4
2,000
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
1,2,3-Trichlororo ane
µ 1
LO
0.4
0.005
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Vinyl acetate
99/1
5.0
1.2
88.0 (i)
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
<1.2
Vinyl chloride
µ 1
LO
0.4
0.03
<0.4
<0.4
<0.4
1.0
<0.4
<0.4
<0.4
<0.4
Total Xylenes
µg/I
1.0
0.4
500
<0.4
<0.4
<0.4
0.45 J
<0.4
<0.4
<0.4
<0.4
1 4-dioxane
l
1 3.0
1 1.0
1 3.0
1 NT
I NT
I NT
I NT
1 1.1 J
I NT
I NT
I NT
Notes:
1. MCL = Maximum Contaminant Level, as established in the NCDEQ, Classifications of Water Quality Standards Applicable
to Groundwaters of North Carolina, Section 15A NCAC 2L .0202. Amended Eff. April 1, 2022
2. (i) = Interim Maximum Allowable Concentrations (IMACs). Updated April 1, 2022
3. Shaded cells indicate exccedances of IMACs
4. Shaded cells indicated exceedances of MCLs
5. NE=Not Established; North Carolina has not established a MCL
6. LOQ = Limit of Quantitatlon
7. DL = method Deteaion Limit
8. NT = Not Tested
9. "J"-flagged data (i.e., values estimated between the
DL and the LOQ) are presented on this spreadsheet.
10. "IT flagged data denote LCS/LCSD failure
9378-31 Leschate Tables Prepared by TAO
T8 LD VOC (10-18-22) Checked by. ZJD

Table 9
Leak Detector and Leachate Field Parameters and Total Metals
Buncombe County Landfill
Alexander, North Carolina
Permit No. 1107-CDLF-1998
Permit No. 1107-MSWLF-1996
BLE Project Number J22-9378-31
Sampled
by Pace Analytical Services, LLC. October
17-18, 2022
TEST
UNITS
LOQ
DL
MCL
LD-1
LD-2
LD-3
LD-4
LD-5
LD-6
Leachate
LD
Leachate
Pond
pH
s.u. units (on -site)
<6.5; >8.5
6.8
6.2
6.38
6.45
6.97
6.35
4.8
8.20
Specific Conductance
µmhos/cm (on -site)
NE
4,685
539.6
723
3,213
735
590
567.8
10,997
Temperature
°C (on -site)
NE
14.7
15.3
16.6
17.8
19.2
18.3
12.7
16.8
Turbidity
NTU (on -site)
NE
5.9
3.1
13.64
13.94
6.57
17.94
7.9
32.98
Biologic Oxygen Demand (BOD)
mg/1
2.0
0.2
NE
NT
NT
NT
NT
NT
NT
NT
91
Chemical Oxygen Demand (COD)
mg/1
80
80
NE
NT
NT
NT
NT
NT
NT
NT
1600
Nitrates
mg/1
0.2
0.05
10
NT
NT
NT
NT
NT
NT
NT
<0.05
Sulfates
mg/1
1.0
0.25
250
NT
NT
NT
NT
NT
NT
NT
22
Phosphates
mg/1
0.1
0.04
NE
NT
NT
NT
NT
NT
NT
NT
5.5
Total Antimony (Sb)
µg/1
2.0
0.5
1.0
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
12
Total Arsenic (As)
µg/1
2.0
1.3
10
<1.3
<1.3
<1.3
2.6
<1.3
<1.3
7.2
55
Total Barium (Ba)
µg/1
5.0
1.3
700
800
170
220
380
25
430
33
660
Total Beryllium (Be)
µg/1
0.4
0.15
4.0
<0.15
<0.15
<0.15
0.19 J
<0.15
<0.15
0.59
<0.15
Total Cadmium (Cd)
µg/1
0.5
0.13
2.0
<0.13
<0.13
<0.13
0.15 J
<0.13
<0.13
<0.13
<0.13
Total Chromium (Cr)
µg/1
5.0
1.3
10
3.1 J
<1.3
<1.3
290
<1.3
<1.3
2.3 J
190
Total Cobalt (Co)
µg/1
5.0
1.3
1.0
110
24
4.0 J
27
3.8 J
50
52
37
Total Copper (Cu)
µg/1
5.0
1.3
1,000
<1.3
<2.5
<1.3
66
<1.3
<1.3
15
<1.3
Total Lead (Pb)
µg/1
1.0
0.25
15
<0.25
<0.25
<0.25
0.73 J
<0.25
<0.25
<0.25
<0.25
Total Mercury (Hg)
µg/1
NT
NT
1.0
NT
NT
NT
NT
NT
NT
NT
NT
Total Nickel (Ni)
µg/1
5.0
1.3
100
67
4.5 J
2.5 J
100
5.7
2.3 J
380
140
Total Selenium (Se)
µg/1
5.0
1.3
20
4.0 J
<1.3
<1.3
3.2 J
<1.3
<1.3
27
13 J
Total 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
0.5
0.15
2
<0.15
<0.15
<0.15
<0.15
<0.15
<0.15
0.26 J
<0.15
Total Vanadium (V)
µg/1
5.0
2.5
7
<2.5
<2.5
<2.5
8.6
<2.5
<2.5
<2.5
71
Total Zinc (Zn)
µ /1
10
2.5
1,000
<2.5
<2.5
<2.5
8.2 J
<2.5
<2.5
170
13 J
Notes:
1. MCL = Maximum Contaminant Level, as established in the NCDEQ, Classifications of Water Quality Standards Applicable
to Groundwaters of North Carolina, Section 15A NCAC 2L .0202. Amended Eff. April 1, 2022
2. (i) = Interim Maximum Allowable Concentrations (IMACs). Updated April 1, 2022
3. Shaded cells indicate exceedances of IMACs
4. Shaded cells indicated exceedances of MCLs
9378-31 Leachate Tables
T9 LD Metals (10-18-22)
5. NE = Not Established; North Carolina has not established a MCL
6. LOQ = Limit of Quantitation
7. DL = Method Detection Limit
8. NT = Not Tested
9. "J"-flagged data (i.e., values estimated between the
DL and the LOQ) are presented on this spreadsheet.
Prepared by: TAO
Checked by: ZJD

FIGURES