3404_Forsyth_Kernersville_MSWLF_Jan2020GW_FID1393786_20200306

_%0 WithersRavenel
Our People. Your Success.
March 6, 2020
Ms. Jaclynne Drummond
Compliance Hydrogeologist
NC Department of Environment and Natural Resources
Division of Waste Management -Solid Waste Section
2090 US Highway 70
Swannanoa, NC 28778
RE: January 2020 Water Quality Monitoring Report
Town of Kernersville Landfill, Permit No. 34-04
Forsyth County, North Carolina
WR Project No. 06140180.33
Dear Ms. Drummond:
On behalf of the Town of Kernersville, WithersRavenel appreciates the opportunity to submit the
attached January 2020 Water Quality Monitoring Report for the Town of Kernersville Closed Landfill,
Permit No. 34-04. The attached report contains electronic versions of the complete report,
appendices for the January 2020 sampling event, and historic data from the semiannual sampling
event performed July 2019. Also attached is the North Carolina Environmental Monitoring
Reporting Form for the January 2020 monitoring event.
Please contact me at [e-mail] with comments, questions or requests.
Sincerely
WithersRavenel
Laura R. Elliott, PG
Project Geologist
Attachment
C: Brad Beeson -Town of Kernersville, Solid Waste Superintendent
424 Gallimore Dairy Road, Suite C I Greensboro, NC 27409
t: 336.60S.3009 I f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

-40
NpOur People. Your Success.
JANUARY 2020 WATER QUALITY MONITORING REPORT
Town of Kernersville Closed Landfill
9900 Freeman Road
Kernersville, Forsyth County, North Carolina
NCDEQ Permit ID #: 34-04
Prepared for:
Town of Kernersville
Public Works Department
PO Box 728
Kernersville, North Carolina 27285
Prepared By.
WithersRavenel, Inc.
424 Gallimore Dairy Road, Suite C
Greensboro, North Carolina 27409
WR Project #: 06140180.33
March 6, 2020
4WA) �a �-
Laura R. Elliott, PG
Project Geologist
Mark Brown, LG, PG, RSM
Senior Geologist

■r
.. Our People. Your Success.
TABLE OF CONTENTS
1.0
INTRODUCTION................................................................................................................................. 1
1.1
Site Information............................................................................................................................ 1
1.2
Site Geology and Hydrogeology....................................................................................................1
1.3
Regulatory Status..........................................................................................................................1
2.0
FACILITY MONITORING PROGRAM................................................................................................... 2
2.1
Groundwater Monitoring Program............................................................................................... 2
2.2
Surface Water Monitoring Program............................................................................................. 2
3.0
GROUNDWATER AND SURFACE WATER SAMPLING EVENT.............................................................3
3.1
Field Services................................................................................................................................. 3
3.2
Quality Control.............................................................................................................................. 4
4.0
ANALYTICAL RESULTS........................................................................................................................4
4.1
Groundwater.................................................................................................................................4
4.2
Surface Water............................................................................................................................... 5
5.0
MONITORED NATURAL ATTENUATION (MNA) EVALUATION...........................................................5
5.1
MNA Parameters........................................................................................................................... 5
5.2
Biodegradation Screening Matrix................................................................................................. 5
6.0
FINDINGS...........................................................................................................................................6
7.0
REFERENCES......................................................................................................................................7
Figures
Figure 1
General Location Map
Figure 2
Monitoring Well Location Map
Figure 3A
Potentiometric Map January 2020
Figure 3B
Potentiometric Map July 2019
Figure 4
Groundwater 2L/GWP Exceedances
Tables
Table 1
Monitoring Well Construction Details
Table 2
Groundwater Surface Elevations
Table 3
Historical Groundwater Elevations
Table 4
Groundwater Analytical Results
Table 5
Surface Water Analytical Results
Table 6
Summary of MNA Constituents
Page i of i

■r
.. Our People. Your Success.
Appendices
Appendix I Laboratory Analytical Reports and Field Notes
Appendix II Historical Summary Tables (reproduced from Joyce Reports)
Table 1A
Summary of Historical Groundwater Elevations
Table 1B
Monitoring Well and Boring Completion Summary
Table 2
Summary of Estimated Hydraulic Gradient and Linear Velocity
Table 3
Summary of Historical Groundwater Constituents
Table 4
Summary of Historical Surface Water Constituents
Table 5
Summary of MNA Constituents
Table 6
MNA Screening Matrix
Page i of i

■r
.. Our People. Your Success.
1.0 INTRODUCTION
1.1 Site Information
The Town of Kernersville Landfill is a closed, unlined municipal solid waste landfill located on
approximately 58.2 acres in Forsyth and Guilford Counties, NC, approximately 10 miles north of
the Town of Kernersville. The waste disposal area comprises approximately 13.8 acres. Figure
1, General Location Map illustrates the general location of the landfill on top of a 7.5-minute
United States Geologic Survey (USGS) topographic map for the Belews Creek, North Carolina
quadrangle (quad). The facility was issued a Permit to Operate by the North Carolina
Department of Waste Management (DWM) on May 15, 1985, and a Letter of Closure on
December 10, 1991.
The landfill is zoned residential/agricultural and is bounded on the east and west by open fields
and woodlands. The landfill is bounded on the north by property owned by Waste Management
and farther north by Freeman Road, and on the south by an unnamed tributary of Belews Creek.
Figure 2, Water Quality Sampling Locations Map illustrates the property boundaries, waste
disposal boundaries, monitoring well locations, and surface water sample locations.
1.2 Site Geology and Hydrogeology
The Town of Kernersville Landfill is located in the Piedmont Physiographic Province (Piedmont)
of North Carolina and is underlain by intrusive granitic rocks of Pennsylvanian -to -Permian age,
which are part of the Charlotte Belt Geologic Unit. The uppermost aquifer is unconfined and
includes both saprolite and fractured bedrock, which are well-connected. Groundwater at the
site has historically been reported flowing generally to the southwest.
Joyce Engineering (JOYCE) conducted hydraulic conductivity testing in November 2013 and,
using the modified Darcy equation (V=Ki/n), reported the following:
• Hydraulic gradient (i) is 0.04 ft/ft;
• An effective porosity value (n) of 30 percent was estimated;
• Hydraulic conductivity (K) 1.73 ft/day: and
• The calculated groundwater flow rate averaged approximately 0.20 ft/day.
1.3 Regulatory Status
The Town of Kernersville (Town) is currently monitoring groundwater at the landfill in
accordance with criteria set forth in Title 15A Subchapter 13B .0500 of the North Carolina Solid
Waste Management Rules for municipal solid waste landfills (MSWLF) closed prior to October
9, 1993. Samples are analyzed for all constituents listed in 40 CFR Part 258, Appendix I
Constituents for Detection Monitoring ("Appendix I") and compared to the North Carolina
Groundwater Quality Standards as listed in 15A NCAC 2L (the "2L Standards"), or, when a 2L
Standard is not established, the Solid Waste Section's Groundwater Protection Standards
(GWPs) or Interim Maximum Allowable Concentrations (IMACs).
Based on the presence of targeted Appendix I constituents detected at concentrations above
the referenced standards that could potentially be crossing the facility boundary, the North
Carolina Department of Environment and Natural Resources (NCDENR), Solid Waste Section
January 2020 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.33
March 2020
Page 1 of 7

■r
.. Our People. Your Success.
(Section) requested that the Town submit a Groundwater Assessment Plan to evaluate site
conditions as they relate to groundwater quality. JOYCE submitted a Groundwater Assessment
Report to the Section on May 13, 2013, and concluded that, based on site hydrogeology, it would
be very unlikely that the site impacts at concentrations above their respective standards would
cross the property boundaries.
In a July 16, 2013 response to information presented in the Groundwater Assessment Report, the
Section determined that, despite the conclusions presented in JOYCE's Groundwater Assessment
Report, the detection of volatile organic compounds (VOCs) at concentrations that exceeded the
referenced standards beyond the compliance boundary of the site constituted a violation of
Section regulations. JOYCE submitted a Corrective Action Plan (CAP) on behalf of the Town in
July 2014, which the Section approved on November 4, 2014. Note that the NCDENR is now
doing business as the North Carolina Department of Environmental Quality (NCDEQ).
2.0 FACILITY MONITORING PROGRAM
2.1 Groundwater Monitoring Program
The current groundwater quality monitoring network consists of six monitoring wells, including
one upgradient (background) well and five downgradient (compliance) wells. Monitoring well
locations are illustrated on Figure 2. Monitoring well MW-6 currently serves as the background
well for the facility. Former background monitoring well MW-1 was replaced (by monitoring
well MW-6) due to slow recharge in the well, low well volumes, or being dry during sampling
events. Downgradient monitoring wells MW-2, MW-3S, MW-3D, MW-4, and MW-5 are
monitored for the Appendix I list of constituents as part of the compliance network for the
facility. Monitoring well MW-1 is currently monitored for water levels only. Well construction
parameters are presented in Table 1, Monitoring Well Construction Details.
As a condition of the aforementioned CAP, monitoring wells MW-2, MW-3S, MW-3D, MW-4
and MW-6 are also monitored for the following Monitored Natural Attenuation (MNA)
constituents:
• Nitrate, sulfate, chloride, sulfide, alkalinity;
• Total organic carbon (TOC);
• Methane, ethane, and ethane;
• Dissolved Hydrogen;
• Ferrous Iron;
• Biological oxygen demand (BOD); and
• Chemical oxygen demand (COD).
Groundwater samples collected semiannually are analyzed for the Appendix I list of constituents
and for the above -referenced MNA parameters. Sample analyses are then compared to the 2L
Standards or IMACs or GWPs, where appropriate.
2.2 Surface Water Monitoring Program
Surface water at the landfill is monitored semi-annually in conjunction with the groundwater
sampling events. Samples are collected from three surface water monitoring points (designated
SW-1, SW-2, and SW-3). Surface water sample locations are also illustrated on Figure 2.
January 2020 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.33
March 2020
Page 2 of 7

■r
.. Our People. Your Success.
These surface water monitoring points are summarized below, along with their current
monitoring program status.
Surface Water Designation
SW-1
SW-2
SW-3
Classification
Upstream/Compliance
Compliance
Compliance
Surface water samples are collected and analyzed for the Appendix I list of constituents during
both semiannual monitoring events. Analytical results are compared to the Classifications and
Water Quality Standards Applicable to Surface Waters of NC as listed in 15A NCAC 2B (213
Standards).
3.0 GROUNDWATER AND SURFACE WATER SAMPLING EVENT
3.1 Field Services
On January 8, 2020, WithersRavenel (WR) personnel mobilized to the facility to purge and
sample monitoring wells MW-1, MW-2, MW-3S, MW-3D, MW-4, MW-5, and MW-6 and
sample surface water sample locations SW-1, SW-2, and SW-3. Prior to purging each well, the
depth to the static water level was measured with an electronic water level indicator accurate
to 0.01-foot. Due to the lack of water encountered within the well, monitoring well MW-1 was
measured for static water level only. Table 2, Groundwater Surface Elevations presents
groundwater surface elevations calculated from static water levels recorded by WR personnel
compared to top -of -well casing elevations reported by JOYCE in their 2015 reports. For
comparison purposes, the most recent sampling event (July 2019) data are illustrated on some of the
figures. Figure 3A, Potentiometric Map (January 2020) illustrates estimated groundwater flow
across the landfill site based on the reported groundwater surface elevations during the January
2020 sampling event. Figure 313, Potentiometric Map (July 2019) illustrates estimated
groundwater flow across the landfill site based on the reported groundwater surface elevations
during the July 2019 sampling event. As shown on these figures and in recent sampling events,
groundwater appears to be flowing in a southwesterly direction towards an unnamed tributary
of East Belews Creek. Table 3, Historical Groundwater Elevations presents groundwater
surface elevations reported by JOYCE between 2009 and 2015, and by WR between 2016 and
2019.
The monitoring wells were purged and sampled using either disposable bailers or submersible
pump. Field parameters, including temperature, pH, specific conductivity, dissolved oxygen,
oxidation-reduction potential, and turbidity, were recorded in the site -specific log book prior to
purging, after each purge volume, and during sampling.
Groundwater samples from each monitoring well were collected directly from a submersible
pump into laboratory -prepared and -provided containers or decanted from disposable bailers
into the containers immediately after purging. Samples were then placed into laboratory -
provided coolers, chilled on ice to approximately 4°C, and delivered to a State of North Carolina -
January 2020 Water Quality Monitoring Report WR Project Number 06140180.33
Town of Kernersville Closed Landfill, Permit 34-04 March 2020
Page 3 of 7

■r
.. Our People. Your Success.
certified laboratory (Research & Analytical Laboratories) under standard Chain -of -Custody
(COC) protocol. Field data logs are provided in the Appendix to this report.
Surface water samples were collected either directly into laboratory -provided, non -preserved
sample containers, or by decanting the sample from a non -preserved 1-Liter amber glass
container into the appropriate containers. In both methods, samples were collected with the
container opening facing into the current flow. When used, care was taken to not overflow the
preserved sample containers (which could lead to preservative loss) and avoid sample -induced
turbidity. Samples were collected initially from the downstream sample location (SW-2), and in
sequence upstream, SW-3 and then SW-1 samples were collected (Figure 2). After sample
collection, the samples were placed in a laboratory -provided cooler, chilled on ice to
approximately 4°C, and submitted to Research & Analytical Laboratories under standard COC
protocol.
3.2 Quality Control
One Field Blank was collected by WR personnel as part of the January 2020 sampling event.
Also, a Trip Blank was prepared by the laboratory to accompany the volatile sampling containers
during shipment to and from the laboratory. The Field Blank was analyzed for the Appendix
list of constituents only, while the Trip Blank was analyzed for VOCs only.
4.0 ANALYTICAL RESULTS
4.1 Groundwater
Groundwater samples were analyzed for the Appendix I list and the modified list of MNA
constituents and compared to the respective 2L Standards or GWPs where appropriate. As
shown on Table 4, Groundwater Analytical Results, the following organic and/or inorganic
constituents were detected in groundwater samples during the January 2020 sampling event.
All concentrations are reported in micrograms per liter (µg/L). Concentrations detected above
the 2L Standard or GWPs are illustrated in bold font.
Constituent
Referenced
Standard
Compliance Wells
(2L/GWP)
MW-2
MW-3S
MW-3D
MW-4
MW-5
MW-6
Benzene
1.0
2.53
0.24 J
0.43 J
0.19 J
<1.00
<1.00
1,1-Dichloroethane
6.0
8.35
0.410 J
1.29
0.83
<1.00
<1.00
1,2-Dichloroethane
0.4
0.40 J
0.17 J
0.490 J
<1.00
<1.00
<1.00
1,2-Dichloropropane
0.6
2.69
0.290 J
0.80
0.20 J
<1.00
<1.00
Vinyl chloride
0.03
3.7
<1.00
9.7
7.7
<1.00
<1.00
Vanadium
0.3
2.31
1.19
2.61
3.0
5.18
4.37
Figure 4, Groundwater Standard Exceedances Map illustrates exceedances to the referenced
standards at the monitoring well locations. In general, the organic and inorganic results are
consistent with historical data. Historical groundwater data, laboratory quality assurance/quality
control information and the chain -of -custody records are included in the Appendix.
January 2020 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.33
March 2020
Page 4 of 7

■r
.. Our People. Your Success.
4.2 Surface Water
Surface water samples were analyzed for the Appendix I list only. No analytes were detected at
concentrations above the 2B Standards in surface water samples collected during the January
2020 sampling event. The results were consistent with historical data. Surface water data can
be found in Table 5, Surface Water Analytical Results. The results, as reported by the laboratory,
historical surface water data, the laboratory quality/assurance/quality control information, and
the chain -of -custody records are included in the Appendix.
5.0 MONITORED NATURAL ATTENUATION (MNA) EVALUATION
5.1 MNA Parameters
According to previous reports, in accordance with the facility CAP, MNA baseline sampling was
initiated during the November 2014 sampling event and finished during the November 2015
sampling event. During those events, the full list of MNA parameters (shown below) were
measured in samples collected from monitoring wells MW-2, MW-3S, MW-3D, and MW-4.
MNA field (geochemical) parameters included:
• Temperature;
• pH;
• Specific conductance;
• Oxidation-reduction potential (ORP);
• Turbidity; and
• Dissolved oxygen.
Laboratory parameters included:
• Biological Oxygen Demand (BOD);
• Chemical Oxygen Demand (COD);
• Dissolved hydrogen;
• Nitrate;
• Sulfate:
• Chloride;
• Alkalinity;
• Sulfide;
• Total Organic Carbon (TOC);
• Ethane, ethene, and methane; and
• Volatile fatty acids.
As shown on Table 6, Summary of MNA Constituents, WR sampled for the full list of MNA
parameters during the January 2020 sampling event. Laboratory reports and field data forms
are included in the Appendix.
5.2 Biodegradation Screening Matrix
The MNA parameter data were evaluated in general accordance with the weighted system
presented in Table 2.3, Biodegradation Screening Matrix (Matrix) of the United States
Environmental Protection Agency's (USEPA's) Technical Protocol for Evaluation of Natural
Attenuation of Chlorinated Solvents in Groundwater (Manual), to determine whether the conditions
are conducive to, or whether there is evidence of, anaerobic degradation of the chlorinated
hydrocarbons. According to information presented in the Manual,
January 2020 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.33
March 2020
Page 5 of 7

■r
.. Our People. Your Success.
• A score less than 5 indicates that there is "inadequate evidence" for anaerobic natural
attenuation;
• A score of 6 to 14 indicates that there is "limited evidence" for anaerobic natural attenuation;
• A score of 15 to 19 indicates that there is "adequate evidence" for anaerobic natural
attenuation; and
• A score of 20 or more indicates that there is "strong evidence" that anaerobic natural
attenuation is occurring.
The MNA evaluation was performed based on the results from the January 2020 sampling event
for downgradient wells located within the contaminant plume and compared, where appropriate,
to samples collected from the background well (MW-6). Because it is unclear whether some of
the target analytes are naturally -occurring or daughter products resulting from natural
attenuation, the scores have been calculated with and without the daughter product points.
The site -specific Matrix for this sampling event is presented in Table 6 of Appendixll. As
shown, the score for this event was 26 (characterized as "strong evidence of natural
attenuation.")
6.0 FINDINGS
Target analytes detected above their respective 2L Standards and/or GWPs in groundwater
samples collected during the January 2020 sampling event appear to generally be
consistent with previous events. In addition, there were no target analytes detected in the
surface water samples at concentrations above their respective 2B Standards. The Town
of Kernersville Landfill will continue to monitor groundwater in accordance with the
approved CAP. The next semiannual sampling event is tentatively scheduled for July 2020.
January 2020 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.33
March 2020
Page 6 of 7

■r
.. Our People. Your Success.
7.0 REFERENCES
Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina
Geologic Survey, scale 1:500,000.
Joyce Engineering, Inc. Water Quality Monitoring Plan, Piedmont Landfill & Recycling Center,
September 2010.
-----, Second Semiannual Water Quality Monitoring Report of 2014, Town of Kernersville Landfill,
Permit 34-04, March 2015.
-----, Second Semiannual Water Quality Monitoring Report of 2015, Town of Kernersville Landfill,
Permit 34-04, March 2016.
-----, Corrective Action Evaluation Report (CAER), Town of Kernersville Landfill, Permit 34-04,
October 16, 2016.
North Carolina Department of Environment and Natural Resources, 2016 Solid Waste Section
Guidelines for Groundwater, Soil and Surface Water Sampling.
-----, MNA Excerpt from Examples of Approved Groundwater Corrective Measures for Solid Waste
Management Facilities, 2008.
Technical Protocol for Evaluation Natural Attenuation of Chlorinated Solvents in Groundwater,
EPA/600/R-98/128, September 1998.
United States Geological Survey, 7.5-Minute Quadrangle, Belews Creek, North Carolina.
WithersRavenel, Inc. 2018 Water Quality Monitoring Report, For Semi -Annual Sampling
Events Conducted in July 2018 and January 2019, Town of Kernersville Closed Landfill,
Permit 34-04, April 16, 2019.
-----, July 2019 Water Quality Monitoring Report, Town of Kernersville Closed Landfill,
Permit 34-04, October 7, 2019.
January 2020 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.33
March 2020
Page 7 of 7

FIGURES

JI
ooD��1� c
sa I g50 ��
WASTE
ISPOSAL
BOUNDARY
70 RD
d SMOKE HO LOW RD�
i
900 ,gsyo�
IL'L/.��,L
GRAPHIC SCALE"' TIN
500 1000 2
o �
�iiic 000 ft.
TOWN OF KERNER VILLE DRAWN BY: SCALE: FIGURE NO.:
W i t h e rs Ra ve n e l CLOSED LANDFILL - PERMIT #34-04 MDF 1"=1000' 1
1 / GOODWILL CHURCH ROAD
Engineers I Planners I Surveyors KERNERSVILLE, GUILFORD/FORSYTH COUNTY, NC APPROVED BY: DATE: PROJECT NO.:
115 MacKenan Drivel Cary, NC 275111 t: 919A69.3340 I license #:C-08321 www.withemravenel.com GENERAL LOCATION MAP SMB 02/06/2020 06140180.33
IC\l4\I4-01W\140180.33-Sae 833 Lm 191 Sims EYE 2020\En.ie1.Rsewls a 0. nm Ms\WO Erwn J 2019V0190918_19ete.we- Ir- S 2020 - BAOrMY. EY

f'► ; ,
i
��4 ♦ .r
}
�A
A `
SW-2
MW-3D
MW-4
MW-3S
MW-2R
SW-3 �
MW-5
a
MW-6
f`� T
GOODWILL CHURCH ROAD ,...
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
0 GROUNDWATER MONITORING WELL
G SURFACE WATER SAMPLE LOCATION
NOTES:
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
DRAWN BY: SCALE: FIGURE NO.:
WithersRavenel OWN OF KERNERSVILLE CLOSED LANDFILL —PERMIT #34-0 MDF 1"=300' 2A
lip Engineers I Planners I Surveyors GOODWILL CHURCH ROAD WATER QUALITY SAMPLE LOCATIONS MAP
APPROVED BY: DATE: PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKenan Drive Cary, NC 27511 t: 919.469.3340 license #: C-0832 www.withersraveneLcom 5M B 02/06/2020 06140180.33
It%l4kl4-0IlMI40I8D.S!-Sm 833 LeMli Swvka M 3070\[miekR�ls ma DtlwwaeYa\MO Evenl JW 3019V0190918_13erMe- herwr 1 2020 - dINIW. A9lEY

GOODWILL CHURCH ROAD
ROA D
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
0- GROUNDWATER MONITORING WELL
(761.96) GROUNDWATER ELEVATION
NOTES:
GROUNDWATER ELEVATION
CONTOUR
ESTIMATED GROUNDWATER FLOW
DIRECTION
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
DRAWN BY: SCALE: FIGURE NO.:
-40- WithersRavenel TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 POTENTIOMETRIC MAP LRE 1"=300' 3A
1/ Engineers I Planners I Surveyors GOODWILL CHURCH ROAD (JANUARY 2020)
APPROVED BY: DATE: PROJECT NO.:
11, 11,cl anIM—I Cary, NC 275111 t: 919,469.3340 1 11—se #: C-08321 KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA SMB 02/06/2020 06140180.33

GOODWI11 CHURCH ROAD
ROA D
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
0- GROUNDWATER MONITORING WELL
(761.96) GROUNDWATER SURFACE ELEVATION I
NOTES:
GROUNDWATER SURFACE ELEVATION
CONTOUR
ESTIMATED GROUNDWATER FLOW
DIRECTION
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
-40-
1/
us MacKenan
WithersRavenel
Engineers I Planners I Surveyors
Drive I Cary, NC 27511I e: e1e.a69s340 I kense a: e-oasz I
TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04
GOODWILL CHURCH ROAD
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
POTENTIOMETRIC MAP
(JULY 2019)
DRAWN BY:
LRE
SCALE:
1"=300'
FIGURE NO.:
3B
APPROVED BY:
SM B
DATE:
10/03/2019
PROJECT NO.:
06140180.33
*X14X14-0100N1401810I33-Sm 833 L-tlli S—lim rVE ]070%Emkokll mlz a Dtltw %*O
Even J 3019V019091!_Bete. - Ocl
4. 2012 - ELLOM WFA

GOODWILL CHURCH ROAD
AN
LEGEND
/y MW-3D JULY2019 JAN2020
I 1,2-DICHLOROETHANE 0.696 J 0.490 J
FACILITY BOUNDARY
1,2-DICHLOROPROPANE 1.24 0.80
/Q VINYL CHLORIDE 13.6 9.7
O 7.4 J 2.61
40 VANADIUM
WASTE DISPOSAL BOUNDARY
I
-Mw-6 JULY2019 JAN2020
VANADIUM 9.14 J 4.37
MW-4 JULY2019 JAN2020
VINYL CHLORIDE 12.3 7.7
SW-2
MW-3S
JULY2019
�41imkl
JAN2020
CADMIUM
2.94
<1.0
VANADIUM
51.8
1.19
VINYL CHLORIDE
3.3
<1.0
SW-3 Q
MW-2
BENZENE
1,1-DICHLOROETHANE
1,2-DICHLOROPROPANE
TRICHLOROETHENE
TETRACHLOROETHENE
VANADIUM
VINYL CHLORIDE
0 SHALLOW MONITORING WELL
h MW-1 I
I ® DEEP MONITORING WELL
(NOT SAMPLED)
Q SURFACE WATER SAMPLE LOCATION
NOTES:
JULY2019 JAN2020
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
3.) ONLY ANALYTICAL RESULTS THAT
EXCEEDED THE 2L STANDARD DURING A
SAMPLING EVENT ARE ILLUSTRATED.
4.) FOR WELLS FROM WHICH DUPLICATE
SAMPLES WERE COLLECTED, THE HIGHEST
DETECTED CONCENTRATION OF EACH
CONTAMINANT IS SHOWN.
5). DATA ARE PRESENTED IN ug/L;
J = ESTIMATED CONCENTRATION ABOVE
THE ADJUSTED METHOD DETECTION LIMIT
AND BELOW THE ADJUSTED REPORTING
LIMITS.
3.4
2.53
12.5
8.35
4.22
2.69
2.76
1.55
0.641 J
0.230 J
<20.0
2.31
4.5
3.7
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
WithersRavenel
TOWN OF KERNERSVILLE CLOSED LANDFILL PERMIT#34-04
DRAWIN B LREY
51"E300'
FIGURENO':
41/
GROUNDWATER 2L STANDARD EXCEEDANCES MAP
APPROVED BY:
DATE:
PROJECT NO.:
Engineers I Planners I Surveyors
GOODWILL CHURCH ROAD
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
SMB
02/06/2020
06140180.33
115 MacKenan D,iv, I Cary, NC 275111 t: 919,469.3340 1 keose#:C-0832I

TABLES

TABLE 1
MONITORING WELL CONSTRUCTION DETAILS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Well ID
Date
Installed
Well Casing
Diameter
(Inches)
Casing Depth
(ft-bTOC)
Screen Interval
(ft-bTOC)
Total Depth
(ft-bTOC)
Top of Casing
Elevation
(feet above MSL)
MW-1
Not Listed
2
24.96
24.96 - 34.96
34.96
806.42
MW-2R
Not Listed
2
3.18
3.18 - 13.18
13.18
762.19
MW-3S
Not Listed
2
14.00
14.00 - 24.00
24.00
764.57
MW-3D
Not Listed
2
36.96
36.96 - 56.96
56.96
764.56
MW-4
Not Listed
2
4.40
4.40 - 14.40
14.40
760.26
MW-5
Not Listed
2
6.36
6.36 - 11.36
11.36
773.32
MW-6
Not Listed
1 2
1 10.46
1 10.46 - 20.46
20.46
1 804.87
Notes:
1) ft-bTOC = Feet below top of casing
2) MSL = Mean sea level
Data, including "Top of Casing Elevation", reproduced from Second Semiannual Water Quality Monitoring
3) Report of 2014; Joyce Engineering; March 10, 2015.
2 of 26

TABLE 2
GROUNDWATER SURFACE ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
1/8/2020
GROUNDWATER
SCREENED
TOP OF CASING
DEPTH
WELL ID
INTERVAL
ELEVATION
SURFACE
(ft-bTOC)
(feet above MSL)
WATERR
ELEVATION
(ft-bTOC)
(feet above MSL)
MW-1
24.96 - 34.96
806.42
DRY
MW-2R
3.18 - 13.18
762.19
3.17
759.02
MW-3S
14.00 - 24.00
764.57
13.23
751.34
MW-3D
36.96 - 56.96
764.56
11.68
752.88
MW-4
4.40 - 14.40
760.26
7.00
753.26
MW-5
6.36 - 11.36
773.32
3.54
769.78
MW-6
10.46 - 20.46
804.87
17.19
787.68
Notes:
1) All measurements are in feet.
2) Elevation data is measured in feet above Mean Sea Level (MSL).
3) Depth to water measured in feet below top of casing (ft-bTOC)
4) "Screened Interval" and "Top of Casing Elevation" components are reproduced
from Second Semiannual Water Quality Monitoring Report of 2014; Joyce
Engineering; March 10, 2015.
3 of 26

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater t)
Groundwater
MW-1
806.42
12/30/2009
33.97
772.45
6/1/2010
32.97
773.45
11/16/2010
32.87
773.55
12/29/2010
33.13
773.29
6/29/2011
33.32
773.10
11/1/2011
34.50
771.92
5/1/2012
34.54
771.88
11/7/2012
34.77
771.65
5/9/2013
36.47
769.95
11/7/2013
34.96
771.46
6/5/2014
34.20
772.22
11/20/2014
34.69
771.73
7/29/2016
33.91
772.51
12/21/2016
34.47
771.95
9/13/2017
DRY
DRY
7/10/2018
DRY
DRY
1/9/2019
DRY
DRY
7/24/2019
DRY
DRY
1/8/2020
DRY
DRY
MW-2R
762.19
12/30/2009
3.03
759.16
6/1/2010
3.29
758.90
11/16/2010
3.05
759.14
12/29/2010
3.36
758.83
6/29/2011
3.81
758.38
11/1/2011
3.70
758.49
5/1/2012
3.65
758.54
11/7/2012
3.99
758.20
5/9/2013
2.99
759.20
11/7/2013
4.10
758.09
6/5/2014
3.74
758.45
11/20/2014
4.11
758.08
7/29/2016
4.01
758.18
12/21/2016
3.85
758.34
9/13/2017
4.22
757.97
7/10/2018
4.41
757.78
1/9/2019
2.84
759.35
7/24/2019
3.40
758.35
1/8/2020
3.17
759.02
MW-3S
764.57
12/30/2009
13.03
751.54
6/1/2010
13.81
750.76
11/16/2010
13.59
750.98
12/29/2010
14.75
749.82
6/29/2011
14.03
750.54
11/1/2011
9.84
754.73
5/1/2012
13.71
750.86
11/7/2012
14.27
750.30
5/9/2013
12.05
752.52
11/7/2013
14.45
750.12
6/5/2014
13.90
750.67
11/20/2014
14.33
750.24
7/29/2016
14.04
750.53
12/21/2016
14.00
750.57
9/13/2017
14.29
750.28
7/10/2018
15.00
749.57
1/10/2019
12.50
752.07
7/24/2019
13.96
750.61
1/8/2020
13.23
751.34
Notes:
All measurements are in feet.
Elevation data is relative to Mean Sea Level.
Depth to water measured in feet below top of casing.
NM = Not Measured
NA = Not Applicable
NS = Not Surveyed
4 of 26

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater (feet)
Groundwater
Elevation (feet)
MW-3D
764.56
12/30/2009
11.77
752.79
6/1/2010
11.93
752.63
11/16/2010
11.97
752.59
12/29 /2010
12.11
752.45
6/29/2011
12.40
752.16
11/1/2011
12.66
751.90
5/1/2012
12.22
752.34
11/7/2012
12.95
751.61
5/9/2013
11.32
753.24
11/7/2013
13.06
751.50
6/5/2014
12.42
752.14
11/20/2014
13.03
751.53
7/29/2016
12.32
752.24
12/21/2016
12.46
752.10
9/13/2017
12.96
751.60
7/10/2018
15.00
749.56
1/10/2019
11.25
753.31
7/24/2019
11.86
752.70
1/8/2020
11.68
752.88
MW-4
760.26
12/30/2009
5.93
754.33
6/1/2010
6.36
753.90
11/16/2010
6.52
753.74
12/29/2010
6.58
753.68
6/29/2011
6.85
753.41
11/1/2011
7.18
753.08
5/1/2012
6.71
753.55
11/7/2012
7.39
752.87
5/9/2013
5.82
754.44
11/7/2013
7.47
752.79
6/5/2014
6.90
753.36
11/20/2014
7.45
752.81
7/29/2016
7.00
753.26
12/21/2016
7.00
753.26
9/13/2017
7.33
752.93
7/10/2018
7.00
753.26
1/9/2019
5.24
755.02
7/24/2019
5.89
754.37
1/8/2020
5.71
754.55
Notes:
All measurements are in feet.
Elevation data is relative to Mean Sea Level.
Depth to water measured in feet below top of casing.
NM = Not Measured
NA = Not Applicable
NS = Not Surveyed
5 of 26

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.33
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater (feet)
Groundwater
Elevation (feet)
MW-5
773.32
12/30/2009
4.11
769.21
6/1/2010
3.63
769.69
11/16/2010
3.51
769.81
12/29/2010
3.76
769.56
6/29/2011
3.59
769.73
11/1/2011
3.69
769.63
5/1/2012
3.77
769.55
11/7/2012
4.75
768.57
5/9/2013
NM
NM
11/7/2013
5.19
768.13
6/5/2014
4.75
768.57
11/20/2014
4.09
769.23
7/29/2016
11.36
761.96
12/21/2016
3.41
769.91
9/14/2017
5.48
767.84
7/10/2018
NM
NM
1/10/2019
10.50
762.82
7/24/2019
4.03
769.29
1/8/2020
3.54
769.78
MW-6
804.87
12/ 30/2009
18.21
786.66
6/1/2010
16.55
788.32
11/16/2010
16.94
787.93
12/29/2010
17.56
787.37
6/29/2011
18.06
786.81
11/1/2011
19.77
785.10
5/1/2012
19.55
785.32
11/7/2012
DRY
DRY
5/9/2013
17.31
787.56
11/7/2013
DRY
DRY
6/5/2014
19.03
785.84
11/20/2014
20.46
784.41
7/29/2016
20.46
784.41
12/21/2016
20.22
784.65
9/14/2017
20.64
784.23
7/10/2018
DRY
DRY
1/9/2019
17.49
787.38
7/24/2019
16.51
788.36
1/8/2020
1 17.19
787.68
Notes:
All measurements are in feet.
Elevation data is relative to Mean Sea Level.
Depth to water measured in feet below top of casing.
NM = Not Measured
NA = Not Applicable
NS = Not Surveyed
6 of 26

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 6010
Contaminant Of Concern
>
C
Q
V
Q
m
m
2
U
E
U
U
U
�
I Z
2
N
0
=
H1
7
>
IV
CAS #
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
1/8/2020
NOT SAMPLED (DRY WELL)
MW-2R
1/8/2020
0.70
J
0.51
J
222
0.40
J
0.31
J
0.73
J
NA
1.09
0.56
J
<1
<1
0.13
J
NA
2.31
16.8
MW-3S
1/8/2020
0.63
J
0.17
J
107
<1
<1
1.75
NA
3.3
<1
2.38
<1
0.120
J
NA
1.19
33.2
MW-31D
1/8/2020
0.57
J
0.11
J
40.1
<1
<1
0.61
J
NA
2.19
<1
0.52
J
<1
0.10
J
NA
2.61
17.4
MW-4
1/8/2020
1.59
0.19
J
80.4
<1
<1
2.01
NA
1.5
0.64
J
2.11
<1
0.21
J
NA
3.0
11.2
MW-5
1/8/2020
1.01
1.02
39.9
<1
0.20
J
1.94
NA
J
5.3
3.5
0.90
J
1.53
0.27
J
NA
5.18
27.7
MW-6
1/8/2020
3.05
1.10
71.8
<1
0.20
1
1.82
NA
1.43
3.08
0.39
1
1.90
0.81
1
NA
4.37
30.7
Trip Blank
1/8/2020
NA
NA
NA
NA T
NA
NA
I
NA
NA
NA
NA
NA
NA
NA
NA
NA
Field Blank
1/8/2020
<10.0
<10.0
<2.5
<2.00
1
<2.00
<10.0
1
<10.0
<10.0
<5.00
<10.0
<10.0
<5.0
<10.0
I
<20.00
<50
2L Standard/IMAC
13
10
700
43
2
10
13
1,000
15
100
20
20
0.2
0.3 3
1,000
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
7) Cobalt and Thallium were analyzed by EPA Method 6020B.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 7 of 26

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
m
cu
c�a
�
Contaminant Of Concern
d
E
w
a,
o
E
0
c
V
c
y
E
f6
41
N
E
v
v
s
V
L
0
ai
E
0
C
+�
a
�
0
0
y
0
0
0
0
+M
O
O
0
0
0
E
0
E
0
E
0
E
0
m
0
0
0
a
a
m
m
m
m
m
N
U
U
U
s
U
U
CAS #
67-64-1
107-13-1
71-43-2
74-97-5
75-27-4
75-25-2
74-83-9
78-93-3
75-15-0
56-23-5
108-90-7
75-00-3
67-66-3
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
1/8/2020
NOT SAMPLED (DRY WELL)
MW-2
1/8/2020
5.720
J
<10
2.53
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
MW-3S
1/8/2020
<50
<10
0.24
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
0.88
0.68
J
<5.00
MW-31D
1/8/2020
9.160
J
<10
0.43
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
0.35
J
0.780
J
<5.00
MW-4
1/8/2020
4.560
J
<10
0.19
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
0.620
J
<5.00
MW-5
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
MW-6
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
Trip Blank
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
Field Blank
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
2LStandard/GWP
6,000
NE
1
1 0.64
0.6
4
100
4,000
700
0.3
50
3,000
70
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 8 of 26

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
au
c
C
o.
�
c
a2.
O
y
O
0
W
O
N
L
O
N
W
fV
S
O
C
U/
N
N
6
C
C
C
+L+
O
Contaminant Of Concern
M
c
c
c
L
V
t
U
y
E
O
O
O
O
0
O
O
O
O
O
O
L
V
0
E
V
O
O
L
L
L
L
L
N
O
�
E
E
V
U
V
V
U
ri
L
0
o
0
0
0
0
0
o
0
0
t
N
-2
N
-2
N
ei
N
eI
U
ri
0
ri
ri
ri
+
ri
ri
ei
U
CAS #
74-87-3
96-12-8
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
7/24/2019
NOT SAMPLED (DRY WELL)
MW-2
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
2.58
<1
8.35
0.40
J
<1.00
19.4
0.59
MW-3S
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
1.00
<1.0
0.410
J
0.17
J
<1.00
1.97
<1.00
MW-31D
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
2.69
<1.0
1.29
0.490
J
<1.00
13.7
<1.00
MW-4
7/24/2019
0.210
J
<5.00
<1.00
<1.00
<1.00
<1.00
1.20
<1.0
0.83
<1.00
<1.00
7.99
<1.00
MW-5
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-6
7/24/2019
<2.5
<5.00
1 <1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
11
Trip Blank
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
Field Blank
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
2L Standard/GWP
3
0.04
0.4
0.02
70
20
6
NE
6
0.4
7
70
100
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 9 of 26

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
Y
m
c
c
m
c
a�i
a
y
co
m
v
a
o
O
c
c
o
5
W
:5
v
Contaminant Of Concern
o
0
L
o
c
L
:2
c
o
o
s
o
o
s
W
L
fl.
L
O
U
N
v
C
L
y
a
y
tVa
fuC
L
1
O
V
N
LLI
O
N
W
N
a)
t
0
M
C
'5�
-5�
y
M
17
U1
u
M
`�
W
O
O
N
N
v
C
P
O.
fl.
r-I
N
i
7
N
vi
to
O
O
v
to
++
N
O
e-i
u
+
Lu
Z
r-i
e-i
H
H
CAS #
78-87-5
10061-01-5
10061-02-6
100-41-4
98-82-8
108-20-3
75-09-2
108-10-1
91-20-3
630-20-6
79-34-5
127-18-4
108-88-3
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
7/24/2019
NOT SAMPLED (DRY WELL)
MW-2
7/24/2019
2.69
<1.00
<1.00
<1.00
0.190
J
0.280
J
<5.00
<10.0
0.180
J
<1.00
<1.00
0.230
J
<1.00
MW-3S
7/24/2019
0.290
J
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-31D
7/24/2019
0.80
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-4
7/24/2019
0.200
J
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-5
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-6
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
I <1.00
<1.00
<1.00
<1.00
Trip Blank
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
Field Blank
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
2L Standard/GWP
0.6
0.4
0.4
600
70
70
5
100
6
1
0.2
0.7
600
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 10 of 26

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
L
C
CL
t
s
d
o
Contaminant Of Concern
o
E
o
o
c
0
o
t
o
o
+;
L
u
L
u
0
0
L
u
N
L
o
0
t-7
H
H
0
0
H
m
u
e-I
N
L
u
L
u
M
Ul
c
c
ri
ri
H
H
ri
>
>
X
CAS #
71-55-6
79-00-5
79-01-6
75-69-4
96-18-4
108-05-4
75-01-4
1330-20-7
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
FQual
Result
Qual
MW-1
7/24/2019
NOT SAMPLED (DRY WELL)
MW-2
7/24/2019
<1.00
<1.00
1.55
<5.00
<2.50
<1.00
3.7
<3.00
MW-3S
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
MW-31D
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
9.7
<3.00
MW-4
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
7.7
<3.00
MW-5
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
MW-6
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
Trip Blank
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
Field Blank
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
2L Standard/GWP
200
0.6
3
2,000
0.005
88
0.03
500
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Page 11 of 26

TABLES
SURFACE WATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 6010
EPA 6010
Contaminant Of Concern
c
£_
E
E
E
_�
c
^
m
c0
u_
>
Q
Q
CO
v
m
A
U
s
U
0
U
0
U
J
Z
N
N
H
i
N
CAS #
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
Well ID
Date Collected
Result
Qua,
Result
Qua,
Result
QualfsluQua,
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
SW-1
1/8/2020
1.05
0.230
J
26.7
<1
2.15
<10.0
1.890.720
J
1.300
0.370
J
0.130
J
NA
4.44
10.3
SW-2
1/8/2020
0.83
J
0.250
J
29.1
<1
2.22
NA
2.840.650
J
0.730 J
<1
0.100
J
NA
4.43
11.9
SW-3
1/8/2020
0.65
J
0.21
J
28.2
<1
2.09
NA
2.01
0.68
J
0.740 1 J
<1
<1
NA
4.38
16.5
2B Standard
NE
10
1,000
0.82
183
NE
3.6
5
0.30
NE
NE
36
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
* Hardness -Dependent 15A NCAC 02B Water Quality Standard, Calculated with default in -stream hardness of 25 mg/L J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
Page 12 of 26

TABLES
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
v
0
v
c
a
�
s
�
`o
t
ayi
y
.o
Contaminant Of Concern
E
v
UJ
a,
s
v
v
°
C
t
v
U
v
o
v
+,
y
s
u
o
p
v
E
o
c
+yW
a0i
0
a�i
E
0
c
0
v
u
0
0
w
0
0
�?
C
0
0
-0
0
y
0
w
0
0
0
N
E
E
E
E
�
�
a
`o
`o
`o
`o
�
u
v
O
O
O
O
m
m
m
t
L
t
s
CV
Q
Q
m
m
m
m
m
N
U
U
U
U
U
U
-4
CAS #
67-64-1
107-13-1
71-43-2
74-97-5
75-27-4
75-25-2
74-83-9
78-93-3
75-15-0
56-23-5
108-90-7
75-00-3
67-66-3
74-87-3
96-12-8
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
SW-1
1/8/2020
ffe
ffesultQual
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
SW-2
1/8/2020
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
SW-3
1/8/2020
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
2B Standard
NE
NE
1.19
E
NE
NE
NE
NE
0.254 JjF
488
NEC
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 13 of 26

TABLES
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
v
m
c
v
O
t
W
G1
G1
y
s
a
C
N
N
O
O
`
.
a
`ONCL
O
Contaminant Of Concern
c
u
o
O
O
o
Oc
o
u
v
u
u
u
O
E
O
O
O
O
O
N
O
N
O
>_
-2
O
£C14
L
L
L
L
L
e.j
U_
e.j
Gl
O
0
O
N
N
Nl
y
ai
N
-i
N
n
y
t
CAS #
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
78-87 5
10061-01-5
10061-02-6
100-41-4
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
SW-1
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
SW-2
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
SW-3
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
I <1.00
<1.00
<1.00
<1.00
<1.00
<1.00
ONE 2B Standard
NE
NE
E
8
488
NE
II
NE
NE
E
IN
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 14 of 26

TABLES
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
EPA 8260
Y
m
�
c
c
�
�
v
v
s
s
c
m
v
v
c
o
o
r
r-
�
a
cya
`o
`o
v
o
Contaminant Of Concern
o
o
c
o
0
C
C
GJ
N
a+
a+
O
L
u
L
u
O
O
L
u
v
O
eo
as+
GJ
y
�,
T
aL+
C
H
N
H
N
U
v
C
H
H
O
O
H
A
U
H
d
O
O
aL+
v
i
1
cl
i
7
N
t
t
M
T
T
d
_
'O
C
7J
r
a-i
a-i
v
a-i
a-i
cl
C
C
T
N
'IT
1 0
-4
1 -4
H
H
-4
-4
H
H
-4
i
i
X
CAS #
591-78-6
74-88-4
75-09-2
108-10-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
71-55-6
79-00-5
79-01-6
75-69-4
96-18-4
108-05-4
75-01-4
1330-20-7
Well ID
Date Collected
Result Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
SW-1
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
SW-2
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
SW-3
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
2B Standard
NE
NE
E
E
NE
0.7
11
NE
E
5
NE
NE
0.025
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 15 of 26

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 6010
Contaminant Of Concern
>
C
Q
V
Q
m
m
2
U
E
U
U
U
�
I Z
2
N
0
=
H1
7
>
IV
CAS #
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
1/8/2020
NOT SAMPLED (DRY WELL)
MW-2R
1/8/2020
0.70
J
0.51
J
222
0.40
J
0.31
J
0.73
J
NA
1.09
0.56
J
<1
<1
0.13
J
NA
2.31
16.8
MW-3S
1/8/2020
0.63
J
0.17
J
107
<1
<1
1.75
NA
3.3
<1
2.38
<1
0.120
J
NA
1.19
33.2
MW-31D
1/8/2020
0.57
J
0.11
J
40.1
<1
<1
0.61
J
NA
2.19
<1
0.52
J
<1
0.10
J
NA
2.61
17.4
MW-4
1/8/2020
1.59
0.19
J
80.4
<1
<1
2.01
NA
1.5
0.64
J
2.11
<1
0.21
J
NA
3.0
11.2
MW-5
1/8/2020
1.01
1.02
39.9
<1
0.20
J
1.94
NA
J
5.3
3.5
0.90
J
1.53
0.27
J
NA
5.18
27.7
MW-6
1/8/2020
3.05
1.10
71.8
<1
0.20
1
1.82
NA
1.43
3.08
0.39
1
1.90
0.81
1
NA
4.37
30.7
Trip Blank
1/8/2020
NA
NA
NA
NA T
NA
NA
I
NA
NA
NA
NA
NA
NA
NA
NA
NA
Field Blank
1/8/2020
<10.0
<10.0
<2.5
<2.00
1
<2.00
<10.0
1
<10.0
<10.0
<5.00
<10.0
<10.0
<5.0
<10.0
I
<20.00
<50
2L Standard/IMAC
13
10
700
43
2
10
13
1,000
15
100
20
20
0.2
0.3 3
1,000
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
7) Cobalt and Thallium were analyzed by EPA Method 6020B.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 1 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
m
cu
c�a
�
Contaminant Of Concern
d
E
w
a,
o
E
0
c
V
c
y
E
f6
41
N
E
v
v
s
V
L
0
ai
E
0
C
+�
a
�
0
0
y
0
0
0
0
+M
O
O
0
0
0
E
0
E
0
E
0
E
0
m
0
0
0
a
a
m
m
m
m
m
N
U
U
U
s
U
U
CAS #
67-64-1
107-13-1
71-43-2
74-97-5
75-27-4
75-25-2
74-83-9
78-93-3
75-15-0
56-23-5
108-90-7
75-00-3
67-66-3
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
1/8/2020
NOT SAMPLED (DRY WELL)
MW-2
1/8/2020
5.720
J
<10
2.53
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
MW-3S
1/8/2020
<50
<10
0.24
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
0.88
0.68
J
<5.00
MW-31D
1/8/2020
9.160
J
<10
0.43
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
0.35
J
0.780
J
<5.00
MW-4
1/8/2020
4.560
J
<10
0.19
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
0.620
J
<5.00
MW-5
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
MW-6
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
Trip Blank
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
Field Blank
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.00
<1.00
<5.00
<5.00
2LStandard/GWP
6,000
NE
1
1 0.64
0.6
4
100
4,000
700
0.3
50
3,000
70
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 2 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
au
c
C
o.
�
c
a2.
O
y
O
0
W
O
N
L
O
N
W
fV
S
O
C
U/
N
N
6
C
C
C
+L+
O
Contaminant Of Concern
M
c
c
c
L
V
t
U
y
E
O
O
O
O
0
O
O
O
O
O
O
L
V
0
E
V
O
O
L
L
L
L
L
N
O
�
E
E
V
U
V
V
U
ri
L
0
o
0
0
0
0
0
o
0
0
t
N
-2
N
-2
N
ei
N
eI
U
ri
0
ri
ri
ri
+
ri
ri
ei
U
CAS #
74-87-3
96-12-8
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
7/24/2019
NOT SAMPLED (DRY WELL)
MW-2
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
2.58
<1
8.35
0.40
J
<1.00
19.4
0.59
MW-3S
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
1.00
<1.0
0.410
J
0.17
J
<1.00
1.97
<1.00
MW-31D
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
2.69
<1.0
1.29
0.490
J
<1.00
13.7
<1.00
MW-4
7/24/2019
0.210
J
<5.00
<1.00
<1.00
<1.00
<1.00
1.20
<1.0
0.83
<1.00
<1.00
7.99
<1.00
MW-5
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-6
7/24/2019
<2.5
<5.00
1 <1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
11
Trip Blank
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
Field Blank
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
2L Standard/GWP
3
0.04
0.4
0.02
70
20
6
NE
6
0.4
7
70
100
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 3 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
Y
m
c
c
m
c
a�i
a
y
co
m
v
a
o
O
c
c
o
5
W
:5
v
Contaminant Of Concern
o
0
L
o
c
L
:2
c
o
o
s
o
o
s
W
L
fl.
L
O
U
N
v
C
L
y
a
y
tVa
fuC
L
1
O
V
N
LLI
O
N
W
N
a)
t
0
M
C
'5�
-5�
y
M
17
U1
u
M
`�
W
O
O
N
N
v
C
P
O.
fl.
r-I
N
i
7
N
vi
to
O
O
v
to
++
N
O
e-i
u
+
Lu
Z
r-i
e-i
H
H
CAS #
78-87-5
10061-01-5
10061-02-6
100-41-4
98-82-8
108-20-3
75-09-2
108-10-1
91-20-3
630-20-6
79-34-5
127-18-4
108-88-3
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-1
7/24/2019
NOT SAMPLED (DRY WELL)
MW-2
7/24/2019
2.69
<1.00
<1.00
<1.00
0.190
J
0.280
J
<5.00
<10.0
0.180
J
<1.00
<1.00
0.230
J
<1.00
MW-3S
7/24/2019
0.290
J
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-31D
7/24/2019
0.80
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-4
7/24/2019
0.200
J
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-5
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
MW-6
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
I <1.00
<1.00
<1.00
<1.00
Trip Blank
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
Field Blank
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
2L Standard/GWP
0.6
0.4
0.4
600
70
70
5
100
6
1
0.2
0.7
600
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 4 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
L
C
CL
t
s
d
o
Contaminant Of Concern
o
E
o
o
c
0
o
t
o
o
+;
L
u
L
u
0
0
L
u
N
L
o
0
t-7
H
H
0
0
H
m
u
e-I
N
L
u
L
u
M
Ul
c
c
ri
ri
H
H
ri
>
>
X
CAS #
71-55-6
79-00-5
79-01-6
75-69-4
96-18-4
108-05-4
75-01-4
1330-20-7
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
FQual
Result
Qual
MW-1
7/24/2019
NOT SAMPLED (DRY WELL)
MW-2
7/24/2019
<1.00
<1.00
1.55
<5.00
<2.50
<1.00
3.7
<3.00
MW-3S
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
MW-31D
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
9.7
<3.00
MW-4
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
7.7
<3.00
MW-5
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
MW-6
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
Trip Blank
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
Field Blank
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
2L Standard/GWP
200
0.6
3
2,000
0.005
88
0.03
500
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds 2L Standard or GWP
Page 5 of 5

TABLES
SURFACE WATER ANALYTICAL RESULTS (January 2020)
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 6010
EPA 6010
Contaminant Of Concern
c
£_
E
E
E
_�
c
^
m
c0
u_
>
Q
Q
CO
v
m
A
U
s
U
0
U
0
U
J
Z
N
N
H
i
N
CAS #
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
Well ID
Date Collected
Result
Qua,
Result
Qua,
Result
QualfsluQua,
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
SW-1
1/8/2020
1.05
0.230
J
26.7
<1
2.15
<10.0
1.890.720
J
1.300
0.370
J
0.130
J
NA
4.44
10.3
SW-2
1/8/2020
0.83
J
0.250
J
29.1
<1
2.22
NA
2.840.650
J
0.730 J
<1
0.100
J
NA
4.43
11.9
SW-3
1/8/2020
0.65
J
0.21
J
28.2
<1
2.09
NA
2.01
0.68
J
0.740 1 J
<1
<1
NA
4.38
16.5
2B Standard
NE
10
1,000
0.82
183
NE
3.6
5
0.30
NE
NE
36
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
* Hardness -Dependent 15A NCAC 02B Water Quality Standard, Calculated with default in -stream hardness of 25 mg/L J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
Page 1 of 4

TABLES
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
v
0
v
c
a
�
s
�
`o
t
ayi
y
.o
Contaminant Of Concern
E
v
UJ
a,
s
v
v
°
C
t
v
U
v
o
v
+,
y
s
u
o
p
v
E
o
c
+yW
a0i
0
a�i
E
0
c
0
v
u
0
0
w
0
0
�?
C
0
0
-0
0
y
0
w
0
0
0
N
E
E
E
E
�
�
a
`o
`o
`o
`o
�
u
v
O
O
O
O
m
m
m
t
L
t
s
CV
Q
Q
m
m
m
m
m
N
U
U
U
U
U
U
-4
CAS #
67-64-1
107-13-1
71-43-2
74-97-5
75-27-4
75-25-2
74-83-9
78-93-3
75-15-0
56-23-5
108-90-7
75-00-3
67-66-3
74-87-3
96-12-8
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
SW-1
1/8/2020
ffe
ffesultQual
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
SW-2
1/8/2020
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
SW-3
1/8/2020
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
2B Standard
NE
NE
1.19
E
NE
NE
NE
NE
0.254 JjF
488
NEC
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 2 of 4

TABLES
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
v
m
c
v
O
t
W
G1
G1
y
s
a
C
N
N
O
O
`
.
a
`ONCL
O
Contaminant Of Concern
c
u
o
O
O
o
Oc
o
u
v
u
u
u
O
E
O
O
O
O
O
N
O
N
O
>_
-2
O
£C14
L
L
L
L
L
e.j
U_
e.j
Gl
O
0
O
N
N
Nl
y
ai
N
-i
N
n
y
t
CAS #
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
78-87 5
10061-01-5
10061-02-6
100-41-4
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
SW-1
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
SW-2
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
SW-3
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
I <1.00
<1.00
<1.00
<1.00
<1.00
<1.00
ONE 2B Standard
NE
NE
E
8
488
NE
II
NE
NE
E
IN
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 3 of 4

TABLES
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 8260
EPA 8260
Y
m
�
c
c
�
�
v
v
s
s
c
m
v
v
c
o
o
r
r-
�
a
cya
`o
`o
v
o
Contaminant Of Concern
o
o
c
o
0
C
C
GJ
N
a+
a+
O
L
u
L
u
O
O
L
u
v
O
eo
as+
GJ
y
�,
T
aL+
C
H
N
H
N
U
v
C
H
H
O
O
H
A
U
H
d
O
O
aL+
v
i
1
cl
i
7
N
t
t
M
T
T
d
_
'O
C
7J
r
a-i
a-i
v
a-i
a-i
cl
C
C
T
N
'IT
1 0
-4
1 -4
H
H
-4
-4
H
H
-4
i
i
X
CAS #
591-78-6
74-88-4
75-09-2
108-10-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
71-55-6
79-00-5
79-01-6
75-69-4
96-18-4
108-05-4
75-01-4
1330-20-7
Well ID
Date Collected
Result Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
Result
Qual
Result
Qual
Result
Qual
Result Qual
SW-1
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
SW-2
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
SW-3
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
2B Standard
NE
NE
E
E
NE
0.7
11
NE
E
5
NE
NE
0.025
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Apllicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
NA Not Analyzed by Method Shown
Result J Result Exceeds 2B Standard
J= Estimated concentration above the adjusted method detection limit and below
the adjusted reporting limits.
Page 4 of 4

TABLE 6
SUMMARY OF MNA CONSTITUENTS (JANUARY 2020)
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.33
Analytical Method
EPA 300.0
EPA 353.2
RSK 175
SM 2320B
SM 3500-Fe B
SM 4500-CI-E
SM 4500-S2D
SM 5210B
SM 5220D
SM 5310B
c
0
Contaminant Of Concern
z
0
0
O
N
U
•�
U C
0_
W
ObJD
•:a O
0
ys
E
V
0
s
o(D 0
s v
o 0
fn
Z
W
W
2
Q U
L
U
t/I
ca 0
U 0
H~
CAS #
14808-79-8
NA
74-84-0
74-85-1
74-82-8
NA
NA
NA
16887-00-6
18496-25-8
NA
NA
7440-44-0
Well ID
Date Collected
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
MW-2
1/8/2020
<10,000
54.0
<0.10
<0.10
2,800
7.3
123,000
0
14,000
<50
<2,000
<5,000
<1,000
MW-3S
1/8/2020
<10,000
<50
2.30
0.130
190
8.7
147,000
500
35,000
<50
<2,000
<5,000
2,070
MW-31D
1 1/8/2020
<10,000
<50
2.40
1.10
320
5.6
154,000
0
20,500
<50
<2,000
<5,000
1,030
MW-4
1 1/8/2020
<10,000
<50
<0.10
1.10
240
5.8
166,000
500
18,500
<50
<2,000
<5,000
<1,000
MW-6
1 1/8/2020
10,400
69.000
<0.10
<0.10
<0.50
5.4
5,820
0
4,000
<50
<2,000
<5,000
<1,000
2L Standard/GWP
250,000
10,0003
NE
NE
NE
NE
NE
300
250,000
NE
NE
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
4) NE = Not Established
5) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.

APPENDIX I
Laboratory Analytical Reports and Field Notes

Research & Analytical Laboratories, Inc.
PO Box 473
Kernersville, NC 27285
Phone [phone] Fax [phone]
Email: [e-mail]
Bill To:
Withers Ravenel
115 MacKenan Drive
Cary, Nc 27511
Attention: Laura Elliott
Make all checks payable to: Research & Analytical Laboratories, Inc.
TERMS: NET 30
Date: January 29, 2020
"Past due invoices accrue interest at 1 112% interest per month until paid, should collection be required,
customer agrees to pay all expenses incurred including attorney fees."

ace Arralytical
January 23, 2020
Sid Champion
Research &Analytical Laboratories, Inc.
106 Short Street
Kernersville, NC 27284
RE: WITHERS RAVENEL
Pace Workorder. 32635
Dear Sid Champion:
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Enclosed are the analytical results for sample(s) received by the laboratory on Friday, January 10, 2020.
Results reported herein conform to the most current NELAC standards, where applicable, unless otherwise
narrated in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Ruth Welsh 01 /23/2020
[e-mail]
Customer Service Representative
Enclosures
As a valued client we would appreciate your comments on our service.
Please email [e-mail].
Report ID: 32635 - 1250110
~ ^`� CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Total Number of Pages 25
Page 1 of 21

aceAnalytical
LABORATORY ACCREDITATIONS & CERTIFICATIONS
Pace Analytical Energy Services LLC
220 William Pitt way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Accreditor:
Pennsylvania Department of Environmental Protection, Bureau of Laboratories
Accreditation ID:
02-00538
Scope:
NELAP Non -Potable Water
Accreditor:
West Virginia Department of Environmental Protection, Division of Water and Waste
Management
Accreditation ID:
395
Scope:
Non -Potable Water
Accreditor:
South Carolina Department of Health and Environmental Control, Office of Environmental
Laboratory Certification
Accreditation ID:
89009003
Scope:
Clean Water Act (CWA); Resource Conservation and Recovery Act (RCRA)
Accreditor:
State of Virginia
Accreditation ID:
460201
Scope:
Non -Potable Water
Accreditor:
NELAP: New Jersey, Department of Environmental Protection
Accreditation ID:
PA026
Scope:
Non -Potable Water
Accreditor:
NELAP: New York, Department of Health Wadsworth Center
Accreditation ID:
11815
Scope:
Non -Potable Water
Accreditor:
State of Connecticut, Department of Public Health, Division of Environmental Health
Accreditation ID:
PH-0263
Scope:
Clean Water Act (CWA) Resource Conservation and Recovery Act (RCRA)
Accreditor:
NELAP: Texas, Commission on Environmental Quality
Accreditation ID:
T104704453-09-TX
Scope:
Non -Potable Water
Accreditor:
State of New Hampshire
Accreditation ID:
299409
Scope:
Non -potable water
Accreditor:
State of Georgia
Accreditation ID:
Chapter 391-3-26
Scope:
As per the Georgia EPD Rules and Regulations for Commercial Laboratories, PASS is
accredited by the Pennsylvania Department of Environmental Protection Bureau of
Laboratories under the National Environmental Laboratory Approval Program (NELAC).
Report ID: 32635 - 1250110
,w �tC oa�P
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 2 of 21

0
PaceAnAdical
SAMPLE SUMMARY
Workorder: 32635 WITHERS RAVENEL
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID
Sample ID
Matrix
Date Collected
Date Received
326350001
76896-01(MW-6)
Water
1/8202009:30
1/101202010:30
326350002
76896-04(MW-3S)
Water
1/8/2020 11:45
1/10/2020 10:30
326350003
76896-04(MW-3S)
Bubble
Strip
1/8/202011:45
1/10/2020 10:30
326360004
76896-05(MW-3D)
Water
1/8/202014:30
1/10202010:30
326350005
76896-05(MW-3D)
Bubble
Strip
1/8/202014:30
1/10202010:30
326350006
76896-06(MW-2R)
Water
1/8/202011:45
1/10/2020 10:30
326350007
76896-07(MW-4)
Water
1/8/2020 13:20
1/10/2020 10:30
326350008
76944-01(MW-6)
Bubble
Strip
1/9/202010:50
11101202010:30
326350009
76944-02(MW4)
Bubble
Strip
1/9/2020 11:50
1/101202010:30
326350010
76944-03(MW-2R)
Bubble
Strip
1/9/202012:45
1/101202010:30
Report ID: 32635 - 1250110
CERTIFICATE OF ANALYSIS
rKMC`9 This report shall not be reproduced, except in full,
' without the written consent of Pace Analytical Energy Services LLC.
Page 3 of 21

lacmnalyfical"
PROJECT SUMMARY
Workorder: 32635 WITHERS RAVENEL
Sample Comments
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 326350003 Sample ID: 76886-04(MW 3S) Sample Type: N
Sample headspace vial not sufficiently pressurized for analysis. Val pressurized with an equal volume of UHP Nitrogen and
analyzed. Results reported at a dilution.
Batch Comments
Batch: DISG/8035 - AM20GAX Water QC
The percent recovery for the laboratory control sample was above laboratory control limits. Analytes Carbon Dioxide. Results
associated to the analytes in samples may be bias high.
Batch: EDON/4338 - Low Level Volatile Fatty Acids
The samples were not evaluated against matrix spike and duplicate spike due to the concentration greatly exceeding the calibration
range, associated with the assigned reference sample 326230001. Batch acceptance based on laboratory control sample recovery.
Report ID: 32635 - 1250110
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 4 of 21

Pace Analytical Energy Services LLC
220 Wiliam Pitt Way
fill /-h I Y
Pare n nal, I li ical
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
ANALYTICAL RESULTS
Workorder: 32635 WITHERS RAVENEL
Lab ID: 326350001
Date Received: 1/10/2020 10:30 Matrix:
Water
Sample ID: 76896.01(MW-6)
Date Collected: 1/8/2020 09:30
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
<0.20 mgA
0.20
0.043 1
1/17/202021:12
KB
Acetic Acid
<0.10 mgA
0.10
0.028 1
1/17/202021:12
KB
Propionic Acid
<0.10 mgA
0.10
0.0040 1
1/17/202021:12
KB
B
Butyric Acid
<0.10 mgA
0.10
0.011 1
1/17/202021:12
KB
Pyruvic Acid
<0.10 mgA
0.10
0.0050 1
1/17/2020 21:12
KB
i-Pentanoic Acid
<0.10 mgA
0.10
0.0060 1
1117/202021:12
KB
Pentanoic Acid
<0.10 mgA
0.10
0.0070 1
1/171202021:12
KB
i-Hexanoic Acid
<0.20 mgA
0.20
0.029 1
1/17/202021:12
KB
Hexanoic Acid
<0.20 mgA
0.20
0.010 1
1/171202021:12
KB
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
<0.50 ugA
0.50
0.046 1
1/151202012:25
BW
n
Ethane
<0.10 ugA
0.10
0.0050 1
1/15/202012:25
BW
n
Ethane
<0.10 ug/I
0.10
0.0040 1
1/151202012:25
BW
in
Report ID: 32635 - 1250110 Page 5 of 21
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

(:�;ZeAnalytical'
ANALYTICAL RESULTS
Workorder: 32635 WITHERS RAVENEL
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 326350002 Date Received: 1/10/2020 10:30 Matrix: Water
Sample ID: 76896-04(MW3S) Date Collected: 1/8/2020 11:45
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
EDonors -PAES
Analysis Desc: AM23G
Lactic Acid
Acetic Acid
Propionic Acid
Butyric Acid
Pyruvic Acid
i-Pentanoic Acid
Pentanoic Acid
i-Hexanoic Acid
Hexanoic Acid
RISK - PAES
Analysis Desc: AM20GAX
Methane
Ethane
Ethene
Report ID: 32635 - 1250110
Analytical Method: AM23G
<0.20 mg/I
0.20
0.043 1
1/17/2020 22:05
KB
<0.10 mg/I
0.10
0.028 1
1/17/2020 22:05
KB
<0.10 mg/I
0.10
0.0040 1
1/171202022:05
KB
<0.10 mgA
0.10
0.011 1
1/17/2020 22:05
KB
<0.10 mgA
0.10
0.0050 1
1/171202022:05
KB
<0.10 mg/I
0.10
0.0060 1
1/17/2020 22:05
KB
<0.10 mg/I
0.10
0.0070 1
1/17/2020 22:05
KB
<0.20 mgA
0.20
0.029 1
1/171202022:05
KB
<0.20 mgA
0.20
0.010 1
1/17/202022:05
KB
Analytical Method: AM20GAX
190 ugA
0.50
0.046 1
1/15/2020 12:35
BW
2.3 ug/I
0.10
0.0050 1
11151202012:35
BW
0.13 ugA
0.10
0.0040 1
1/15/2020 12:35
BW
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
B
n
n
n
Page 6 of 21

11�aceAnalytical e
Workorder: 32635 WITHERS RAVENEL
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID:
326350003
Date Received:
1/10/2020 10:30 Matrix:
Bubble Strip
Sample ID:
76896-04(MW-3S)
Date Collected:
1/812020 11:45
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
RISK - PAES
Analysis Desc: AM20GAX Analytical Method: AM20GAX
Hydrogen 8.7 nM 2.0 1.5 2 1/111202013:18 TD
Report ID: 32635 - 1250110
^�.^.�^�. CERTIFICATE OF ANALYSIS
`�a.�, aG..' This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services U.C.
d,n
Page 7 of 21

PiceAnalytical
I
ANALYTICAL RESULTS
Workorder: 32635 WITHERS RAVENEL
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 326350004
Dale Received: 1/10/2020 10:30 Matrix: Water
Sample ID: 76896-OS(MW-3D)
Dale Collected: 1/8/2020 14:30
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors-PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
40.20 mg/1
0.20
0.043 1
1/17/202022:58
KB
Acefic Acid
<0.10 mg/I
0.10
0.028 1
1/17/202022:58
KB
Propionic Acid
40.10 mg/l
0.10
0.0040 1
1/17/202022:58
KB
B
Butyric Acid
<0.10 mgll
0.10
0.011 1
1/171202022:58
KB
Pyruvic Acid
<0.10 mg/1
0.10
0.0050 1
11171202022:58
KB
i-Pentanoic Acid
<0.10 mg/1
0.10
0.0060 1
1/171202022:68
KB
Pentanoic Acid
40.10 mg/I
0.10
0.0070 1
1/17/202022:58
KB
i-Hexanoic Acid
<0.20 mg/l
0.20
0.029 1
1117/202022:58
KB
Hexanoic Acid
<0.20 mgll
0.20
0.010 1
1/17/202022:58
KB
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
320 ug/1
0.50
0.046 1
11151202012:47
BW
n
Ethane
2.4 ugll
0.10
0.0050 1
1/151202012:47
BW
n
Ethene
1.1 ug/I
0.10
0.0040 1
1/1512020 12:47
BW
n
Report ID: 32635-1250110
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services L-C.
Page 8 of 21

aceAnalytical
r—
i
ANALYTICAL RESULTS
Workorder: 32635 WITHERS RAVENEL
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 326350005 Date Received: 1/10/2020 10:30 Matrix: Bubble Strip
Sample ID: 76896-05(MW-3D) Date Collected: 1/8/2020 14:30
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
RISK - PAES
Analysis Desc: AM20GAX Analytical Method: AM20GAX
Hydrogen 5.6 nM 1.0 0.75 1 1/11/202013:31 TD n
Report ID: 32635 - 1250110 Page 9 of 21
M^^ CERTIFICATE OF ANALYSIS
y I �C This report shell not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services L-C.

1
FaceAnalytical
ANALYTICAL RESULTS
Workorder: 32635 WITHERS RAVENEL
Pace Analytical Energy Services LLC
220 Wiliam Pitt Way
Pittsburgh, PA 15238
Phone:[phone]
Fax: [phone]
Lab ID: 326350006
Sample ID: 76896-06(MW-2R)
Date Received: 1/10/2020 10:30 Matrix: Water
Date Collected: 1/8/2020 11:45
Parameters
Results Units
PQL
MDL OF
Analyzed
By
Qualifiers
EDonors -PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
<0.20 mgA
0.20
0.043 1
11171202023:52
KB
Acetic Acid
<0.10 mgA
0.10
0.028 1
1/171202023:52
KB
Propionic Acid
<0.10 mgA
0.10
0.0040 1
11171202023:52
KB
B
Butyric Acid
<0.10 mgA
0.10
0.011 1
1/171202023:52
KB
Pyruvic Acid
<0.10 mgA
0.10
0.0050 1
1/171202023:52
KB
i-Pentanoic Acid
<0.10 mg/I
0.10
0.0060 1
1117/202023:52
KB
Pentanoic Acid
<0.10 mg/I
0.10
0.0070 1
1/17/202023:52
KB
i-Hexanoic Acid
<0.20 mg/I
0.20
0.029 1
1/17/202023:52
KB
Hexanoic Acid
<0.20 mg/I
0.20
0.010 1
1/171202023:52
KB
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
2800 ugA
0.50
0.046 1
1/151202012:56
BW
n
Ethane
<0.10 ug/I
0.10
0.0050 1
1/151202012:56
BW
n
Ethene
<0.10 ug/I
0.10
0.0040 1
1/151202012:56
BW
n
Report ID: 32635. 1250110 Page 10 of 21
CERTIFICATE OF ANALYSIS
This report shell not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

Pace Analytical Energy Services LLC
220 Wiliam Pitt Way
fill ll 1/(
PaceAnalytical
Pittsburgh, PA 15238
�.
Phone: [phone]
Fax: [phone]
ANALYTICAL RESULTS
Workorder: 32635 WITHERS RAVENEL
Lab ID: 326350007
Date Received: 1/101202010:30
Matrix: Water
Sample ID: 76896.07(li
Date Collected: 1/8/2020 13:20
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors -PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
<0.20 mgA
0.20
0.043 1
1118/202000:45
KB
Acefic Acid
<0.10 mgA
0.10
0.028 1
1/18/202000:45
KB
Propionic Acid
<0.10 mgA
0.10
0.0040 1
1/18/202000:45
KB
B
Butyric Acid
<0.10 mg/I
0.10
0.011 1
1/18/202000:45
KB
Pyruvic Acid
<0.10 mg/I
0.10
0.0050 1
1/18/2020 00:45
KB
i-Pentanoic Acid
<0.10 mgA
0.10
0.0060 1
1/18/202000:45
KB
Pentanoic Acid
<0.10 mg/I
0.10
0.0070 1
1/18/202000:45
KB
1-Hexanoic Acid
<0.20 mgA
0.20
0.029 1
1118/202000:45
KB
Hexanoic Acid
<0.20 mgA
0.20
0.010 1
1118/202000:45
KB
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
240 ugA
0.50
0.094 1
1/15/2020 11:59
TD
n
Ethane
<0.10 ugA
0.10
0.011 1
1/15/2020 11:59
TD
n
Ethane
1.1 ug/I
0.10
0.0080 1
1/15/2020 11:59
TD
n
Report ID: 32635 - 1250110 Page 11 of 21
w^"�..°� _ CERTIFICATE OF ANALYSIS
j�4, eIQ.C; This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services I.I.C.

aceAnalyical
Workorder: 32635 WITHERS RAVENEL
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID:
326360008
Date Received:
1/10/202010:30 Matrix: Bubble Strip
Sample ID:
76944-01(MW-6)
Date Collected:
1/9/2020 10:50
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
RISK - PAES
Analysis Desc: AM20GAX Analytical Method: AM20GAX
Hydrogen 5.4 nM 1.0 0.75 1 1/11/202013:43 TD
Report ID: 32635-1250110
CERTIFICATE OF ANALYSIS
c, This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
n
Page 12 of 21

OnceAnalytical
Workorder: 32635 WITHERS RAVENEL
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID:
326350009
Dale Received:
1110/2020 10:30 Matrix:
Bubble Strip
Sample ID:
76944-02(MW-4)
Dale Collected:
11912020 11:50
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
RISK - PAES
Analysis Desc: AM20GAX Analytical Method: AM20GAX
Hydrogen 5.8 nM 1.0 0.75 1 1/11/202013:55 TD
Report ID: 32635 - 1250110
CERTIFICATE OF ANALYSIS
�yVI 1�dC This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
n
Page 13 of 21

A -
FaceAnalytical
Workorder: 32635 WITHERS RAVENEL
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID:
326350010
Date Received:
1/10/2020 10:30 Matrix:
Bubble Strip
Sample ID:
76944-03(MW-2R)
Dale Collected:
1/9/2020 12:45
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
RISK - PAES
Analysis Desc: AM20GAX Analytical Method: AM20GAX
Hydrogen 7.3 nM 1.0 0.75 1 1/11/202014,08 TD
Report ID: 32635 - 1260110
""°• CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services L-C.
n
Page 14 of 21

(� AneAnalytical"
ANALYTICAL RESULTS QUALIFIERS
Workorder: 32635 WITHERS RAVENEL
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
DEFINITIONS/QUALIFIERS
MDL Method Detection Limit. Can be used synonymously with LOD; Limit Of Detection.
PQL Practical Quanitation Limit. Can be used synonymously with LOQ; Limit Of Quantitation.
ND Not detected at or above reporting limit.
DF Dilution Factor.
S Surrogate.
RPD Relative Percent Difference.
% Rec Percent Recovery.
U Indicates the compound was analyzed for, but not detected at or above the noted concentration.
J Estimated concentration greater than the set method detection limit (MDL) and less than the set reporting limit (PQL).
n The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
B The analyte was detected in the associated blank.
d The analyte concentration was determined from a dilution.
Report ID: 32635 - 1250110
~ CERTIFICATE OF ANALYSIS
C-S This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 15 of 21

Pace Analytical Energy Services LLC
220 William Pitt Way
(�Ia'cmnalXicalo Pittsburgh, PA 15238
Phone: [phone]
Fax: (412) 82&3433
QUALITY CONTROL DATA
Workorder: 32635 WITHERS RAVENEL
QC Batch: DISG/8031 Analysis Method: AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 326350003, 326350005, 326350008, 326350009, 326350010
METHOD BLANK: 65335
Blank Reporting
Parameter Units Result Limit Qualifiers
RISK
Hydrogen nM <1.0 1.0 n
LABORATORY CONTROL SAMPLE & LCSD: 65336 65337
Spike LCS LCSD LCS LCSD % Rec Max
Parameter Units Conc. Result Result °% Rec % Rec Limit RPD RPD Qualifiers
Hydrogen nM 24 28 29 117 120 80-120 2.6 20 n
Report ID: 32635 - 1250110
CERTIFICATE OF ANALYSIS
�9 O�
l ~P
C;? This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 16 of 21

Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
(�Ia'cmnalyficale
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Workorder: 32635 WITHERS RAVENEL
QC Batch: DISG/8033
Analysis Method:
AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 326350001, 326350002, 326350004, 326350006
METHOD BLANK: 65345
Blank Reporting
Parameter Units
Result Limit Qualifiers
RISK
Methane ug/l
<0.50 0.50 n
Ethane ug/I
<0.10 0.10 n
Ethene ug/l
<0.10 0.10 n
LABORATORY CONTROL SAMPLE & LCSD:
65346 65347
Spike LCS LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc. Result Result % Rec
% Rec
Limit
RPD
RPD Qualifiers
Methane ug/I
750 750 760 100
102
80-120
2.4
20 n
Ethane ug/l
38 36 36 94
96
80-120
2.1
20 n
Ethene ug/l
35 33 34 95
96
80-120
1.4
20 n
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 65365 65366
Original: 326320020
Original Spike MS MSD
MS
MSD
% Rec
Max
Parameter Units
Result Cone. Result Result
% Rec
% Rec
Limit RPD RPD Qualifiers
RISK
Methane ug/I
7.2 40 40 39
82
78
70-130
4.1 20 n
Ethane ug/I
0.075 76 63 60
83
79
70-130
4.3 20 n
Ethene ug/I
0.5 71 59 56
82
79
70-130
4.4 20 n
Report ID: 32635-1250110
hekid
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 17 of 21

Pace Analytical Energy Services LLC
220 William Pitt Way
®
Pittsburgh, PA 15238
(�Ia'cmnalXical
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Workorder: 32635 WITHERS RAVENEL
QC Batch: DISG/8035
Analysis Method:
AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 326350007
METHOD BLANK: 65354
Blank Reporting
Parameter Units
Result Limit Qualifiers
RISK
Methane ug/l
<0.50 0.50 n
Ethane ug/I
<0.10 0.10 n
Ethene ug/l
<0.10 0.10 n
LABORATORY CONTROL SAMPLE & LCSD:
65356 65358
Spike LCS LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc. Result Result % Rec
% Rec
Limit
RPD
RPD Qualifiers
Methane ug/I
750 860 850 114
114
80-120
0.61
20 n
Ethane ug/I
38 43 43 113
113
80-120
0.58
20 n
Ethene ug/I
35 40 41 114
116
80-120
1.6
20 n
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 65374 65375
Original: 326480001
Original Spike MS MSD
MS
MSD
% Rec
Max
Parameter Units
Result Conc. Result Result
% Rec
% Rec
Limit RPD RPD Qualifiers
RISK
Methane ug/l
580 750 1500 1500
123
129
70-130
2.8 20 n
Ethane ug/l
9.2 38 54 55
119
120
70-130
0.38 20 n
Ethene ug/l
3.5 35 46 46
119
121
70-130
1.5 20 n
Report ID: 32635 - 1250110
l� ,Y AC CpAo.
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 18 of 21

Pace Analytical Energy Services LLC
220 William Pitt Way
acmnalyfical ®
Pittsburgh, PA 16238
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Workorder: 32635 WITHERS RAVENEL
QC Batch: EDON/4338
Analysis Method:
AM23G
QC Batch Method: AM23G
Associated Lab Samples: 326350001, 326350002, 326350004, 326350006, 326350007
METHOD BLANK: 65401
Blank
Reporting
Parameter Units
Result
Limit Qualifiers
EDonors
Lactic Acid mg/I
<0.20
0.20
Acetic Acid mg/l
<0.10
0.10
Propionic Acid mg/l
<0.10
0.10 B
Butyric Acid mg/l
<0.10
0.10
Pyruvic Acid mg/l
<0.10
0.10
i-Pentanoic Acid mg/l
<0.10
0.10
Pentanoic Acid mg/l
<0.10
0.10
i-Hexanoic Acid mg/I
<0.20
0.20
Hexanoic Acid mg/l
<0.20
0.20
LABORATORY CONTROL SAMPLE: 65402
Spike
LCS
LCS
% Rec
Parameter Units
Conc.
Result
% Rec
Limits
Qualifiers
Lactic Acid mg/I
2
2.2
108
70-130
Acetic Acid mg/l
2
2.2
110
70-130
Propionic Acid mg/1
2
2.2
108
70-130
B
Butyric Acid mg/l
2
2.2
108
70-130
Pyruvic Acid mg/1
2
2.2
110
70-130
i-Pentanoic Acid mgA
2
2.1
106
70-130
Pentanoic Acid mg/l
2
2.0
101
70-130
i-Hexanoic Acid mg/l
2
2.0
101
70-130
Hexanoic Acid mg/l
2
1.8
93
70-130
Report ID: 32635-1250110
w �e caw
v� ' 1 • v Cv
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 19 of 21

(�Ia'cmnaljltical
QUALITY CONTROL DATA QUALIFIERS
Workorder: 32635 WITHERS RAVENEL
QUALITY CONTROL PARAMETER QUALIFIERS
The anaiyte was detected in the associated blank.
The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
Report ID: 32635 - 1250110
CERTIFICATE OF ANALYSIS
,.re, = This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Page 20 of 21

011 soovieS ABiau3 luogAlBuV aoBd;o luasuoo uaUpm eLp tno4pm
'lln; uI ideoxe 'paonpoidai eq lou IIBys Modal slyl d�
SISAIVNd :10 31VOIJUM30
oar w
LZ 10 LZ ased 0LL09ZL - 9£9Z£ :QI l,odeN
8££b/N003 0£ZWb' (t-MW)LO-9689L LOOO9£9Z£
8££ti1NOa3 O£ZWt/ (UZ-MW)90-9689L 90009£9Z£
8££ti1N003 0£ZVYV (GC-VIW)90-9689L t'0009£9Z£
8WIN003 O£ZWV (SC-MW)b0-9689L Z0009£9Z£
8££ti1N003 0£ZINV (9-MW) LO-9689L LOOO9£9Z£
9£08/JSIQ XVE)OZYYV (tr-MW)LO-9689L L0009£9Z£
££08/OSIa XVOOZWd (HZ-MW)90-9689L 90009£9Z£
££08/OSId XdOOZWV (Q£-MW)90-9689L K009£9Z£
S£08/O (] Xt/OOZWV (SE-AAW)VO-9689L Z0009£9Z£
££08/OSIG X` E)OZWd (9-AAW)LO-9689L LOOO9£9Z£
L£08/Oslo XV!DOZINV (NZ-MW)£O-tt69L 0 L009£9ZE
L£08/JSIa XbJOZWd (ti-MW)ZO-M9L 60005£9Z£
L£08/Oslo Xd:)OZWd (9-AAM LO-tt69L 80009£9Z£
L£08/0SIG XVOOZWb ((3C-MW)90-9689L 90009£9Z£
L£08/OSIG XVE)OZINV (SE-MW)VO-9699L £0009£9Z£
4p3e8 poylaW slsAleuy Uoie>3 dad pot4lem load al aldweS al Aa'I
slsAleuy
13N3AV8 SN3HI M 9£9Z£ .J9PJO) loM
3-113VI 33N3a3:1321 SSOZI3 viva IONINOO Airlynb
ssvc-sz$ (z�b) :xe=l
SOU-9Z8 (Z6b) :au04d
8SZS� Vd 'yBingsllld ®f�a� jauda��
ABM IM W81IIM OZZ
0l1 saoweS ADJau3 loo!IAIBuV aoBd

RESEARCh&ANAlyTiCAI
LABORATORIES INC.
Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
WATER / WASTEWATER I misc.
ITIFAMMM 01
SAMPIENUMBER
(LAB USE ONLY)
SAMPLE LOCATION I I.D.
COME k mm
".i �mmlm'mmm
.1mbmlpdmmm
in
MOMEW""
wommommmommonom
iT-M IRV a-.=
���+��rr■■moo
�e�rc�n�����������n��r
RELINQUISHED BY
RECEIVED BY
REMARKS:
SAMPLE TEMPERATURE AT RECEIPT OC
RELINQUISHED BY
E6bVED BY

RESEARCh & ANAlyTICAI
LAbORATORIES, INC.
Analytical / Process Consultations
Phone r3361 996-2841
CHAIN OF CUSTODY RECORD
WATER I WASTEWATER I MISC.
COMPANY
JOB NO.
D1pI
�
LL
O
z
0p. oP .� �• o� 2' .2- `ovr ado
ti �i Q
pQ F Q• p Q' Q' Q' mrm
`� ry ry� ry� B� w`� w`� 5 REQUESTED ANALYSIS
STREET ADDRESS
I I M dG n J{
PR
CITY, STATE, ZIP
SAMPLER NAME (PLEASE PRINT)
I��. 2D'Yr
C NTAC PHONE
�4..-.+�
I 1 e E CI N•n
SAMP ER SIGNATURE
�WVIA✓ (C
SAMPLE NUMBER
(LAB USE ONLY)
DATE
TIME
COMP
GRM3
TEM
,C
RES
(I
MMNE
REnAlaOV�ED
swae
Is
SAMPLE LOCATIONILD.
3
a�
,_ -ao
L
'i
1
7—
I
I
*
_
I l: y
c-
w
i Au), 2
LI1
z
&,
3
w
�l
)
y
a
C
w
's0- I
U
I
SS 0
W
5
k oflk
I N; I
t�KIA..�I
cJDO
�
RE QUISHED BY
DATEMME
pf'rr"76
RECEIVED BY
REMARKS: (�
a -II Sf21�D, r'T...-1'c15, Q��, Q O� ►.ti ��v'R ,$..I�a�k,�. l�l A.nd-<� 1K4..�;w�-h�
S``I �e'�`��' M2 ' OFA' �SShc+cA V\,i
SAMPLE TEMPERATURE AT RECEIPT °C
RELINQUISHE
T D EMME
RECEIVED BY

RF-SEARck & ANAtyTICAt
©G�G� UbORATORIES, INC.
AnCZWHCaVProcess Consuttaslons
ChemicalAnalysis for Selected Parameters and Sampling Location Identified as Kernersville Closed Landfill
I. Volatile Organics
Quantitation
MW-6
MW-5
Dup
MW-3S
MW-3D
MW-211
EPA Method 8260 D
Limit
Parameter
L ffl
fBRbl
Sp r:l
[oobl
b&
(aobl
ippb
Acetone
25
BQL
BQL
BQL
BQL
9.16 J
5.72 J
Acrolein
100
BQL
BQL
BQL
BQL
BQL
BQL
Acrylonitrile
100
BQL
BQL
BQL
BQL
BQL
BQL
Benzene
0.5
BQL
BQL
BQL
0.24 J
0.43 J
2.53
Bromobenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Bromochloromethanc
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Bromodichloromethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Bromoform
1.0
BQL
BQL
BQL
BQL
BQL
BQL
Bromomethane
1.0
BQL
BQL
BQL
BQL
BQL
BQL
2-Butanone
25
BQL
BQL
BQL
BQL
BQL
BQL
Carbon Disulfide
5.0
BQL
BQL
BQL
BQL
BQL
BQL
Carbon Tetrachloride
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Chlorobenzene
0.5
BQL
BQL
BQL
0.88
035 J
BQL
Chloroethane
1.0
BQL
BQL
BQL
0.68 J
0.78 J
BQL
2-Chloroethyl vinyl ether
5.0
BQL
BQL
BQL
BQL
BQL
BQL
Chloroform
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Chloromethane
1.0
BQL
BQL
BQL
BQL
BQL
BQL
2-Chlorotoluene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
4-Chlorotoluene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Cis-1,2-Dichloroethene
0.5
BQL
BQL
BQL
1.97
13.7
19.4
Cis-1,3-Dichloropropene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,2-Dibromo-3-Odoropropane(DBCP)
5.0
BQL
BQL
BQL
BQL
BQL
BQL
1,2-Dibromoethane (EDB)
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Dibromochlorotnethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Dibromomethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,2-Dichlorobenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,3-Dichiorobenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,4-Dichlombenzenc
0.5
SQL
BQL
BQL
1.00
2.69
2S8
1,1-Dichloroethane
0.5
BQL
BQL
BQL
0.41 J
1.29
835
1,2-Dichloroethane
0.5
BQL
BQL
BQL
0.17 J
0.49 J
0.40 J
1,1-Dichlomethene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Dichlomflauramethane
0.5
BQL
BQL
BQL
BQL
BQL
0.41 J
1,2-Dichloropropane
0.5
BQL
BQL
BQL
0.29 J
0.80
2.69
1,3-Dichlompropane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
2,2-Dichloropropane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
I ,1-Dichloropropene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Ethyl Benzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
2-Hexanone
5.0
BQL
BQL
BQL
BQL
BQL
BQL
IPE
0.5
BQL
BQL
BQL
BQL
BQL
0.28 J
I-Propylbenzene
0.5
BQL
BQL
BQL
BQL
BQL
0.19 J
4-Methyl-2-Pentanone
5.0
BQL
BQL
BQL
BQL
BQL
BQL
Methyl Iodide
1.0
BQL
BQL
BQL
BQL
BQL
BQL
Methylene Chloride
5.0
BQL
BQL
BQL
BQL
BQL
BQL
MTBE
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Naphthalene
0.5
BQL
BQL
BQL
BQL
BQL
0.18 J
N-Butylbenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
N-Propylbenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
p-Isopropyltoluene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Sec-ButyIbenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Styrene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Tert-Butylbenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1, 1. 1,2-Tetrachloroethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,1,2,2-Tetraebloroethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Tetrachloroethene
0.5
BQL
BQL
BQL
BQL
BQL
0.23 J
Toluene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Trans-1 ,2-Dichloroethene
0.5
BQL
BQL
BQL
BQL
BQL
0S9
Trans-1,3-Dichloropropene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Trans-1,4-Dichloro-2-butene
5.0
BQL
BQL
BQL
BQL
BQL
BQL
1,2,3-Trichlorobenzeae
0.5
SQL
BQL
BQL
BQL
BQL
BQL
1,2,4-Trichlorobenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,1,1-Trichloroethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,1,2-Trichloroethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Trichloroethene
0.5
BQL
BQL
BQL
BQL
BQL
1.55
Trichlorofluoromethane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,2,3-Trichlaropropane
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,2,4-Trimethylbenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
1,3,5-Trimethylbenzene
0.5
BQL
BQL
BQL
BQL
BQL
BQL
Vinyl Acetate
1.0
BQL
BQL
BQL
BQL
BQL
BQL
Vinyl Chloride
0.5
BQL
BQL
BQL
BQL
9.70
3.65
Total Xylenes
1.0
BQL
BQL
BQL
BQL
BQL
BQL
Dilution Factor
1
1
1
1
1
1
Sample Number
76896-01
76896-02
76896-03
76896-04
76896-05
76896-06
Sample Date
01/08/20
01/08/20
01/08/20
01/08/20
01/08/20
01/08/20
Sample Time (brs)
0930
1045
1100
1145
1430
1145
Date Analyzed
01/1 IRO
01/11/20
01/11/20
01/15/20
01/15/20
01/15/20
Time Analyzed
0415
0447
0519
2019
2050
2122
Surrogate Recovery (DBFM)
Range (70-130%)
118%
106%
110%
94%
94%
100%
Surrogate Recovery (Toluene -dB)
Range (70-130%)
103%
98%
100%
99%
100%
99%
Surrogate Recovery (4-BFB)
Range (70-130%)
98%
95%
98%
97%
100%
99%
J - Estimated conocatration. Pmseer but below reportieg limits. BQL - Below Quantitation Limit Quantitation limits must be multiplied by dilution factor ppb - parts per billion

-ti!q nd suud - Qdd
noa"i?P tq paId nm aq tmw !i � a
!'i rm = ll)8
i 8muodu bol�q u�q u>'sa+d oopin--w P = C
%96
%96
%66
%96
%L6
(01.0£ l-0L) 2SUBW
(838-ti) AjaAo=N a;vS=nS
%b6
%001
%66
%L6
%86
(°/u0£I-0L) 28uuu
(8p-aaaalol) SiaAma a3s8ounS
%101
%001
%66
%66
%86
(%O£I-OL) 29umN
(W3Ha) kjaAo=a alogwinS
1000
6Z£Z
LSZZ
9ZZZ
6SIZ
Panfleav 2011,
0U9I/10
OZ/SI/10
OZ/S!/IO
OZ/Sl/IO
OZ/SI/IO
PwAivav alea
01111
OIN
~--
—
OS£I
(uq) amlZ aldmeS
0Z/80/IO
OV80/l0
OZ/80110
OZ180/10
OZ/80/I0
aleQaldmeS
11-9689L
01-9689L
60-9689L
80-9689L
LO-9689L
iagmnlq aldmeS
I
1
l
I
I
==A aagnPQ
loe
log
'I60
-lag
-lag
0' 1
saualAX I83o.L
l08
log
-lag
log
OVL
5*0
aPuoP0 IAU!A
lag
log
'lag
log
'lag
0' 1
039aaV IAu!A
lag
lag
lag
lag
lag
S'0
auazu*gI,(q atuu.L-S'£'I
lag
lag
-108
lag
lag
S'0
aaazaaglABam!i.L-Vt' l
log
lag
lag
lag
lag
S'O
auadoidologlauy-£'z'I
l08
lag
lag
log
lag
S'O
ausg3amolonUomlgouy
lag
lag
-108
lag
lag
S'O
2=g3*mjq*!JZ
log
lag
log
log
l08
9'0
auagPaololgauI-Z' I' I
log
log
log
log
log
S'0
aumgPaoloMil l,- l' 1' I
log
log
log
log
log
S'0
au=u2go-toi4pu.L-v'Z' l
log
log
lag
log
lag
S'O
auazaagomlgauZ-£'Z' l
log
lag
log
lag
lag
0'S
aumng-Z-omlya!Q-Vj-mmij
log
lag
log
log
lag
S'O
auadoidoiolga!Q-£` I -sued,
lag
log
lag
log
lag
5'O
aaati3ampp!a-Z` I-S=.L
lag
log
lag
lag
lag
VO
ouanlo.L
lag
log
lag
lag
lag
5'0
2uag3aoi0l4aa=Z
lag
log
lag
lag
lag
5'0
auag3aoi0igm=JL-Z'Z' 1' 1
lag
log
lag
lag
lag
S'O
aumg3aos0lpm pI-z'I'I'I
lag
log
lag
lag
106
5'0
auazuaglA3ng-uo L
lag
log
lag
lag
lag
5'0
OUDJAS
l08
lag
log
lag
log
5'O
g-=S
lag
lag
lag
lag
lag
S'O
auanlojjAdoidosl-d
108
lag
lag
lag
lag
S'O
auazu2q!.(dO1d-N
log
l08
108
log
lag
S'O
a=wgIA3n8-N
lag
log
lag
log
lag
S'0
aualmg3gdmN
log
log
log
log
log
S'O
39IN
log
-108
-108
log
log
O'S
aP!JOPD aualA RIJ
log
lag
log
log
log
0' 1
aP!Pol IAgpw
log
log
log
log
log
O'S
auoumuad-Z-I&PON-V
log
-Ion
log
log
log
S'O
mmzuavAdoJd-I
lag
log
lag
log
lag
5'0
3di
lag
lag
lag
lag
lag
O'S
auoum mH-Z
lag
lag
lag
lag
lag
5'0
auaza08 (AtP3
108
log
lag
lag
lag
S'0
auadotdwolga!a-I' 1
lag
lag
lag
log
lag
S'0
amWwdotolga!Q-Z'Z
lag
log
log
708
lag
9'0
aumdoidoiolgatQ-£' I
lag
log
lag
lag
r Oro
9'0
aumdwdoiolgo!a-Z' I
lag
lag
lag
lag
lag
S-0
aumgamoma(;ompp!Q
lag
lag
lag
lag
lag
S'O
2u2gmrolga!Q- t' l
lag
log
lag
lag
lag
S'O
aumgiaoioFF!Q-Z' l
lag
log
lag
lag
WO
S'0
aum poomlga!a-I'I
lag
lag
-108
lag
or[
S'0
awzwgoiolga!a-V I
lag
log
lag
log
-108
S'0
ou=wgojojga!Q-£' I
lag
lag
lag
lag
log
S'O
au=wgoiolgala-Z' l
log
log
log
108
log
S'O
ammg3amomoig!Q
lag
lag
lag
log
lag
S'0
aumtPamoiolgaomolg!Q
IOU
log
log
log
lag
5'0
(sag) aumylaomatg!Q-z' 1
log
log
log
'108
-108
O'S
(daga)auedoidomlga-£-ommg!a-Z' I
log
lag
log
log
lag
S'O
au2d0Jdos0lga!Q-£`I-s!3
lag
lag
lag
log
661
5'0
au2g3aomltla!Q-z'1-s!a
log
loft
log
log
log
S'0
auanloloiolq:)-q
-108
lag
log
log
lag
S'O
auaniomolga-Z
log
-108
log
log
r 1r0
O' l
atmg3amolopD
IOU
lag
log
log
lag
S'0
mm3ooPD
lag
-108
log
log
log
O'S
12gp IAtqA IA pwoparz
log
log
log
'108
r Z910
O' 1
2umg3oompc)
lag
lag
lag
lag
lag
S'O
aaazr piopo
lag
log
-108
log
lag
S'0
aPualgamQZI U0gM3
log
log
log
log
log
O'S
aPHIns!a uogmo
log
lag
log
log
lag
Sz
auouinng-Z
lag
log
log
log
lag
O' l
at mjamomoig
log
log
log
log
log
0' 1
mm;omoi8
lag
log
log
log
lag
S"0
awnpamololgaspomolg
l08
'108
log
log
lab
5'0
aueglamosoppomolg
lag
log
log
log
lag
9'0
aua 2ptuosg
log
log
log
log
r 61'0
5*0
au=wg
lag
log
lag
log
lag
001
al!13!u0lAmv
log
log
log
log
log
001
tnaiomV
IOU
log
lag
log
r 99b
Sz
au03aay
qqt j
rq-M
rq-M
rqM
(i j
q c
Jalaausaed
ilml'I
a 09z8 Poglaw W3
31UH19 PINA
VMS
Z-MS
i-MS
6-MW
aolleHlaeno
9330e220 3111110A '1
ln, fpun7 pas010 alliaslaulaX sn patftVuapj uopvao7,8urjdtuvs pun sla;arumd pa;aajas 10f S7SfjvudIV-7puaga
MON
a'34 or
i110321"1
suouDUnsuoD ss800JdI DItA4DuV
Q
-3NI 'S31V0.LVM0gv-j
Id�l.LXIVNV V 43bv3Is3H

RESEARCh & ANAlyTICAI Report of Analysis
LABORATORIES, INC. 1/21/2020
For: Withers Ravenel
�. ,
C.
7011 Albert Roux Road Suite G
o,`�;•`��
Q�
Greensboro, NC
�w:o �.
- °C rn NC it34 Z Cn
Attn: Laura Elliott
NC 37701 j
Client Sample ID:
Site:
MW-6
Withers Ravenel
Lab Sample ID:
Collection Date:
76896-01
1/8/2020
9:30
Parameter
Method
Result
Units
Rep Limit
Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
3.05
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
1.10
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
71.8
ug/L
1
SK
Ill&2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
0.20 J
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
1.82
ug/L
1
SK
1/1512020
Copper, Total
EPA 200.8
1.43
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
3.08
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
0.39 J
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
1.90
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.81 J
ug/L
1
SK
1/15/2020
Vanadium, Total
EPA 200.8
4.37
ug/L
1
SK
1/15/2020
Zinc, Total
EPA 200.8
30.7
ug/L
1
SK
1/15/2020
X = Estimated concentration. Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1
ml coa basic vld

RESEARCh & ANA1yTICA[
LABORATORIES, INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1 /21 /2020
AfJ .qi
o ci
,� NCN34 Z�•
f NCft37701
Client Sample ID: MW-6 Lab Sample ID: 76896-01
Site: Withers Ravenel Collection Date: 1/8/2020 9:30
Parameter Method Result Units Rep Limit Analyst Analysis DatefTime
Alk. Total
SM 232OB-1997
5.82
mg/L
1
EE
1/9/2020
BOD-5
SM 5210 B-2001
<2
mg/L
2
HW
1/9/2020 1510
Chloride
SM 4500 Cl B-1997
4.00
mg/L
1
EE
1/9/2020
COD
EPA410.4
<5
mg/L
5
HW
1/10/2020
Nitrate Nitrogen
(SM 4500 NO3 E-2000)-(SM
0.069
mg/L
0.05
DW
1/8/2020 1550
4500 NO2 B-2000)
Sulfate
SM 4500 SO4 E-1997
10.4
mg/L
10
FK
1/172020
Sulfide
SM 4500 S D-2000
<0.05
mg/L
0.05
DW
1/10/2020
Total Organic Carbon
SM 5310 B-2000
<1.0
mg/L
1
MG
1/92020
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] w .randalabs.com Page 1
ral coa basic Od

RESEARCh & ANAIyTiCAI
LAbORATORIESF INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1/21/2020
l
CO NC#34 y; cn
_ NC#37701
Client Sample ID: MW-5 Lab Sample ID: 76896-02
Site: Withers Ravenel Collection Date: 1/8/2020 10:45
Parameter Method Result Units Rep Limi Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
1.01
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
1.02
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
39.9
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
0.20 J
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
1.94
ug/L
1
SK
1/15/2020
Copper, Total
EPA 200.8
5.30
ug/L
1
SK
1/152020
Lead, Total
EPA 200.8
3.50
ug/L
1
SK
1/152020
Nickel, Total
EPA 200.8
0.90 J
ug/L
1
SK
1/152020
Selenium, Total
EPA 200.8
1.53
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.27 J
ug/L
1
SK
1/152020
Vanadium, Total
EPA 200.8
5.18
ug/L
1
SK
1/15/2020
Zinc, Total
EPA 200.8
27.7
ug/L
1
SK
1/152020
J'= Estimated concentration.
Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1
;al coa basic vid

RESEARCH & ANAlyTICAI
LABORATORIES, INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Client Sample ID: Dup
Site: Withers Ravenel
Parameter Method
Antimony, Total
EPA 200.8
Arsenic, Total
EPA 200.8
Barium, Total
EPA 200.8
Beryllium, Total
EPA 200.8
Cadmium, Total
EPA 200.8
Chromium, Total
EPA 200.8
Copper, Total
EPA 200.8
Lead, Total
EPA 200.8
Nickel, Total
EPA 200.8
Selenium, Total
EPA 200.8
Silver, Total
EPA 200.8
Vanadium, Total
EPA 200.8
Zinc, Total
EPA 200.8
X = Estimated concentration.
Present but below Reporting Limits.
Result
1.25
43.0
<1
3.15
2.36
6.15
5.27
1.09
1.30
0.23 J
7.44
63.5
Report of Analysis
1 /21 /2020
,.0IL AN
0
NC#34
S NC#37701
Lab Sample ID:
Collection Date:
76896-03
1/8/2020
11:00
Units
Rep Limit
Antalya t Analysis Date/Time
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
ug/L
1
SK
1/15/2020
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1
ml Coa basic vid

RESEARCh & ANAIyTICAI Report of Analysis
LAbORATOR1ESr INC. 1/21/2020
ANALYj"-'
For: Withers Ravenel
LC rq Q!
7011 Albert Roux Road Suite G ?w _� Q.�.�
Greensboro, NC CO NC#34 Z.
Attn: Laura Elliott NC#37701 •; _
Client Sample ID:
Site:
MW-3S
Withers Ravenel
Lab Sample ID: 76896-04
Collection Date: 1/8/2020
11:45
Parameter
Method
Result
Units
Rep Limit
Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
0.63 J
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
0.17 J
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
107
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
1.75
ug/L
1
SK
1/1512020
Copper, Total
EPA 200.8
3.30
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
2.38
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.12 J
ug/L
1
SK
1/1512020
Vanadium, Total
EPA 200.8
1.19
ug/L
1
SK
1/15/2020
Zinc, Total
EPA 200.8
33.2
ug/L
1
SK
1/15)'2020
X = Estimated concentration. Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1
:al rot basic vld

RESEARCh & ANALYTICAL
LAbORATORIES, INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1/21/2020
NC #34
NC#37701
Client Sample ID: MW-3S
Lab Sample ID:
76896-04
Site: Withers Ravenel
Collection Date:
1/8/2020
11:45
Parameter
Method
Result
Units
Rep Llmit
Analyst Analysis Date/Time
Alk. Total
SM 2320B-1997
147
mg/L
1
EE
1/9/2020
BOD-5
SM 5210 B-2001
<2
mg/L
2
HW
1/10/2020 1100
Chloride
SM 4500 Cl B-1997
35.0
mg/L
1
EE
1/9/2020
COD
EPA410.4
<5
mg/L
5
HW
1/10/2020
Nitrate Nitrogen
(SM 4500 NO3 E-2000)-(SM
<0.05
mg/L
0.05
DW
1/8/2020 1550
4500 NO2 B-2000)
Sulfate
SM 4500 SO4 E-1997
<10
mg/L
10
FK
1/17/2020
Sulfide
SM 4500 S D-2000
<0.05
mg/L
0.05
DW
1/10/2020
Total Organic Carbon
SM 5310 B-2000
2.07
mg/L
1
MG
1/9/2020
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] w .randalabs.com Page 1
ral coa b

RESEARCh & ANALyTICAI
LAbORATOR1ESi INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1/21/2020
NC #34
NC#37701
Client Sample ID:
Site:
MW-3D
Withers Ravenel
Lab Sample ID:
Collection Date:
76896-05
1/8/2020
14:30
Parameter
Method
Result
Units
Reo Limit Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
0.57 J
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
0.11 J
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
40.1
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
0.61 J
ug/L
1
SK
1/15/2020
Copper, Total
EPA 200.8
2.19
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
0.52 J
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
<t
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.10 J
ug/L
1
SK
1/152020
Vanadium, Total
EPA 200.8
2.61
ug/L
1
SK
1/15/2020
Zinc, Total
EPA 200.8
17.4
ug/L
1
SK
1/152020
J• = Estimated concentration. Present but below Reporting Limits.
NA = not onotyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1
ral coa basic v1d

RESEARCh & ANA1yTICAI.
LABORATORIES, INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1 /21 /2020
�'t - 110i
,,J� b....0 „�+ 4zi�
W`Y(lyq�
CC't0 NCH34
NC#37701
Client Sample ID: MW-31) Lab Sample ID: 76896-05
Site: Withers Ravenel Collection Date: 1/8/2020 14:30
Parameter Method Result Units Reo Limit Analyst Analysis Date/Time
Alk. Total
SM 2320B-1997
154
mg/L
1
EE
1/9/2020
BOD-5
SM 5210 B-2001
<2
mg/L
2
HW
1/10/2020 1116
Chloride
SM 4500 Cl B-1997
20.5
mg/L
1
EE
1/9/2020
COD
EPA410.4
<5
mg/L
5
HW
1/10/2020
Nitrate Nitrogen
(SM 4500 NO3 E-2000)-(SM
<0.05
mg/L
0.05
DW
1/8/2020 1600
4500 NO2 B-2000)
Sulfate
SM 4500 SO4 E-1997
<10
mg/L
10
FK
1/17/2020
Sulfide
SM 4500 S D-2000
<0.05
mg/L
0.05
DW
1/10/2020
Total Organic Carbon
SM 5310 B-2000
1.03
mg/L
1
MG
1/9/2020
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] w .randalabs.com Page 1
ral coa basic vtd

RESEARCh & ANAlyTICAI
LABORATORIES, INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1 /21 /2020
,1putr+4r,,
���;.•y4cyq•.,q�
NC 434 z:-
w _ NC 437701
Client Sample ID:
Site:
MW-2R
Withers Ravenel
Lab Sample ID:
Collection Date:
76896-06
1/8/2020
11:45
Parameter
Method
Result
Units
Rep Limit Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
0.70 J
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
0.611
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
222
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
0.40 J
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
0.31 J
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
0.73 J
ug/L
1
SK
1/15/2020
Copper, Total
EPA 200.8
1.09
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
0.56 J
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.13 J
ug/L
1
SK
1/1512020
Vanadium, Total
EPA 200.8
2.31
ug/L
1
SK
1/15/2020
Zinc, Total
EPA 200.8
16.8
ug/L
1
SK
1/15/2020
X = Estimated
concentration. Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1
ral coa basic vlci

RESEARCh & ANA1yTICAL
LABORATORIES, INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
ClientSamplelD: MW-2R
Site: Withers Ravenel
Report of Analysis
1 /21 /2020
R ' en
r`q NC 434 Z -
NC k37701
Lab Sample ID: 76896-06
Collection Date: 1/8/2020 11:45
arameter Method Result Units Rep Limi Analyst Analysis Date/Time
Alk. Total
SM 2320B-1997
123
mg/L
1
EE
1/9/2020
BOD-5
SM 5210 B-2001
<2
mg/L
2
HW
1/10/2020 1100
Chloride
SM 4500 Cl B-1997
14.0
mg/L
1
EE
1/9/2020
COD
EPA410.4
<5
mg/L
5
HW
1/10/2020
Nitrate Nitrogen
(SM 4500 NO3 E-2000)-(SM
0.054
mg/L
0.05
DW
1/8/2020 1600
4500 NO2 B-2000)
Sulfate
SM 4500 SO4 E-1997
<10
mg/L
10
FK
1/17/2020
Sulfide
SM 4500 S D-2000
<0.05
mg/L
0.05
DW
111012020
Total Organic Carbon
SM 5310 B-2000
<1.0
mg/L
1
MG
1/9/2020
NA = not analyzed
P.O. Box 473 106 Short Street Kemersville, North Carolina 27284 Tel: [phone] Fax: [phone] w .randalabs.com Page 1
ral coa basic v1d

RESEARCH & ANAlyTICAI Report of Analysis
LAbORATORIESI INC. 1/21/2020
ANAI
For: Withers Ravenel �.�4G�...••y�r/C
7011 Albert Roux Road Suite G ; _�� c
Greensboro, NC
a:y NC#34 =�
Attn: Laura Elliott NC
i
Client Sample ID:
Site:
MW-4
Withers Ravenel
Lab Sample ID:
Collection Date:
76896-07
1/8/2020
13:50
Parameter
Method
Result
Units
Rep Limit Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
1.59
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
0.19 J
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
80.4
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
2.01
ug/L
1
SK
1/15/2020
Copper, Total
EPA 200.8
1.53
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
0.64 J
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
2.11
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.21 J
ug/L
1
SK
1/152020
Vanadium, Total
EPA 200.8
3.00
ug/L
1
SK
1/152020
Zinc, Total
EPA 200.8
11.2
ug/L
1
SK
1/152020
J• = Estimated concentration. Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randatabs.com Page 1

RESEARCh & ANA1yTICAI
LA ORAT®RIESF INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1/21/2020
�.
ANAtYT���..
:to NC#34 Z.
NC#37701
Client Sample ID: MW-4 Lab Sample ID: 76896-07
Site: Withers Ravenel Collection Date: 1/8/2020 13:50
Parameter Method Result Units Rep Limit Analyst Analysis Data/Time
Alk. Total
SM 2320B-1997
166
mg/L
1
EE
1/9/2020
BOD-5
SM 5210 B-2001
<2
mg/L
2
HW
1/10/2020 1116
Chloride
SM 4500 Cl B-1997
18.5
mg/L
1
EE
1/9/2020
COD
EPA410.4
<5
mg/L
5
HW
1/10/2020
Nitrate Nitrogen
(SM 4500 NO3 E-2000)-(SM
<0.05
mg/L
0.05
DW
1/8/2020 1630
4500 NO2 B-2000)
Sulfate
SM 4500 SO4 E-1997
<10
mg/L
10
FK
1/17/2020
Sulfide
SM 4500 S D-2000
<0.05
mg/L
0.05
DW
1/10/2020
Total Organic Carbon
SM 5310 B-2000
<1.0
mg/L
1
MG
1/9/2020
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1

RESEARCh & ANALyTICAI
LAbORATORIESI INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Client Sample ID: SW-1
Site: Withers Ravenel
Parameter
Method
Result Units
Report of Analysis
1/21/2020
.�, �A�Cj�C Y 0o ....cky
�'to NC #34 V.: �
zt
_ NCH37701
Lab Sample ID: 76896-08
Collection Date: 1/8/2020
Reo Limit Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
1.05
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
0.23 J
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
26.7
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
2.15
ug/L
1
SK
1/15/2020
Copper, Total
EPA 200.8
1.89
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
0.72 J
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
1.30
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
0.37 J
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.13 J
ug/L
1
SK
1/15/2020
Vanadium, Total
EPA 200.8
4.44
ug/L
1
SK
1/1512020
Zinc, Total
EPA 200.8
10.3
ug/L
1
SK
1/15/2020
X = Estimated concentration.
Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kemersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.com Page 1
rai coa basic vtd

RESEARCh & ANA1yTICA1
LAbORATOR1ES/ INC.
For: Withers Ravenel
7011 Albert Roux Road Suite G
Greensboro, NC
Attn: Laura Elliott
Report of Analysis
1/21/2020
�d0b���i
0.
LIEi'a7 NCtr34 y:.
fi NCt137701 e
Client Sample ID:
Site:
SW-2
Withers Ravenel
Lab Sample ID:
Collection Date:
76896-09
1/8/2020
Parameter
Method
Result
Units
Rep Limit Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
0.83 J
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
0.25 J
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
29.1
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
2.22
ug/L
1
SK
1/15/2020
Copper, Total
EPA 200.8
2.84
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
0.65 J
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
0.73 J
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
0.10 J
ug/L
1
SK
1/15/2020
Vanadium, Total
EPA 200.8
4.43
ug/L
1
SK
1/15/2020
Zinc, Total
EPA 200.8
11.9
ug/L
1
SK
1/15/2020
J• = Estimated
concentration. Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] www.randalabs.cohh Page 1
ral coa basic v1d

RESEARCH & ANA1yTICAL Report of Analysis
LAbORATORIESF INC. 1/21/2020
ANALYj 14p%
For: Withers Ravenel .% G ,..•........
7C��i
O t4,
7011 Albert Roux Road Suite G •�
Greensboro, NIC - rr �, NC#34 y; (n
Attn: Laura Elliott Nc#37701
Client Sample ID:
Site:
SW-3
Withers Ravenel
Lab Sample ID:
Collection Date:
76896-10
1/8/2020
14:10
Parameter
Method
Result
Units
Rep Limit Analyst Analysis Date/Time
Antimony, Total
EPA 200.8
0.65 J
ug/L
1
SK
1/15/2020
Arsenic, Total
EPA 200.8
0.21 J
ug/L
1
SK
1/15/2020
Barium, Total
EPA 200.8
28.2
ug/L
1
SK
1/15/2020
Beryllium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Cadmium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Chromium, Total
EPA 200.8
2.09
ug/L
1
SK
1/15/2020
Copper, Total
EPA 200.8
2.01
ug/L
1
SK
1/15/2020
Lead, Total
EPA 200.8
0.68 J
ug/L
1
SK
1/15/2020
Nickel, Total
EPA 200.8
0.74 J
ug/L
1
SK
1/15/2020
Selenium, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Silver, Total
EPA 200.8
<1
ug/L
1
SK
1/15/2020
Vanadium, Total
EPA 200.8
4.38
ug/L
1
SK
1/1512020
Zinc, Total
EPA 200.8
16.5
ug/L
1
SK
1/15/2020
J' = Estimated concentration. Present but below Reporting Limits.
NA = not analyzed
P.O. Box 473 106 Short Street Kernersville, North Carolina 27284 Tel: [phone] Fax: [phone] w .randalabs.com Page 1
ral coa basic vtd

RESEARCH & ANA1yTICA[
LAbORATORIES, INC.
rl` Analytical / Process Consultations
Phone [phone]
CHAIN OF CUSTODY RECORD
I WATER I WASTEWATER 1 MISC. I
COMPANY
JOB NO.
�
i
a
0
o
i
y v ey°4'm5m 00'y�0 K r
Qm Sp O`
� `
m� OP `"�c'f•p` 2• a O� pm
O� OV a• pp P�
?P m Q�v�o°Qme
v poi P �` Q• p Q' Q' Q' mrm o
`�' ry ry`'� ry� w n w" y'` ,� REQUESTED ANALYSIS
STREET ADDRESS
ll:,5
PR
I In
CITY. STATE. ZIP
\
C !JL 2 �l
SAMPLER NAME(PLEASE PRINT)
��. LIIrJ�
CrC PHONE
1 4 ��L D it q,q q3c �2di
SAMP ER SIGNATURE n
L c
SAMPLE NUMBER
(LAB USE ONLY)
DATE
TIME
COMPGRAB
TEMP
C
RES
ICI
mo..E
r No
SnninE
X
SAMPLE LOCATION I I.D.
3dl
IlAr
,a
1
I
PHI u
C
H►
E.J - '
I
�2tao
0
11 06
1) 0I
u
II. <
J-
C
hl
L
`i
1
2
I
I
I
11:q5
&I
W
I LAO- 2
�
I I
1
12-1
c
W
�l
I
y
a
C
I
q1
+
t
EL,
VDATEMME
RE QUISHED BY
pL(p.Z6
RECEIVED BY
REMARKS:
SEMI : Y2(oD. MBA-ds, i3a�,,C_41JrieLe
P RATU E R AT RECEIPT �' I °C Hss&
SAMPLE TEMPERATURE
RELINQUISHE
DATEITI E
RECEIVED BY

RESEARCh & ANA1YTICA1
LAbORATORiES, INC.
Analytical/Process Consultations
CASE NARRATIVE
Eleven (11) water samples were received in good condition on 08 January
2020. The samples were analyzed without difficulties unless noted below.
J,,�//
u I Izl I2U
Sidney L. Champion
Director of Laboratory Services
Date
P.O. Box 473 • 106 Short Street • Kernersville, North Carolina 27284 • 336-996-2841 • Fax [phone]
www.randalabs.com

QA1QCSummaq
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB OQ
I FILE NAME: WQC0115
CLIENT: WITHERS & RAVENEL
(PROJECT: KERNERSVILLE CLOSED LANDFILL: # 06140180.33)
Sample ID:
76896 - 01 - 03
INSTUMENT: MS-2
Page 1 of 2
Extraction Method
NIA
Date Extracted
NIA
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
01/10/20
% Surrogate Recovery
107
103
102
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
Range
MS
MSD
RPD
QC LIMITS
Compound
p
MDL
Method
LCS %
% Rec.
% Rec.
RPD
% REC
u /L
Blank
Recovery
DICHLORODIFLUOROMETHANE
0.12
ND
119
70-130
CHLOROMETHANE
0.07
ND
113
70-130
VINYL CHLORIDE
0.11
ND
115
70-130
BROMOMETHANE
0.18
ND
128
70-130
CHLOROETHANE
0.11
ND
114
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
110
70-130
ACETONE
1.18
ND
81
70-130
ACRYLONITRILE
12.38
ND
114
70-130
2-BUTANONE
0.88
ND
93
70-130
IJ-DICHLOROETHENE
0.09
ND
112
70-130
82
75
9
14
70-130
METHYL IODIDE
0.19
ND
89
70-130
CARBON DISULFIDE
0.45
ND
91
70-130
METHYLENE CHLORIDE
0.57
ND
107
70-130
TRANS-I,2-DICHLOROETHENE
0.10
ND
112
70-130
IJ-DICHLOROETHANE
0.17
ND
116
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
95
70-130
METHYL-TERT-BUTYL ETHER(MTBE)
0.16
ND
98
70-130
VINYL ACETATE
0.24
ND
94
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
116
70-130
2,2-DICHLOROPROPANE
0.09
ND
103
70-130
BROMOCHLOROMETHANE
0.12
ND
104
70-130
CHLOROFORM
0.05
ND
100
70-130
1,1,1-TRICHLOROETHANE
0.12
ND
113
70-130
CARBON TETRACHLORIDE
0.10
ND
112
70-130
1, 1 -DICHLOROPROPENE
0.12
ND
115
70-130
BENZENE
0.05
ND
116
70-130
95
98
7
11
70-130
ETHYL ACETATE
0.35
ND
99
70-130
1,2-DICHLOROETHANE
0.09
ND
111
70-130
TRICHLOROETHENE(TCE)
0.12
ND
108
70-130
77
71
8
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
118
70-130
DIBROMOETHANE
0.25
ND
110
70-130
COMMENTS:

0A10C Summary
Method: 8260/6200B(5/10/20/50/500/1000 PPB QC)
FILE NAME: WQC0115
Page 2 of 2
CLIENT: WITHERS & RAVENEL
(PROJECT: KERNERSVILLE
CLOSED LANDFILL: #
06140180.33)
SAMPLE ID:
76896 - 01 - 03
LCS
Acceptr
ange
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
RPD
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
114
70-130
4-METHYL-2-PENTANONE
1.01
ND
118
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
114
70-130
TOLUENE
0.26
ND
112
70-130
87
82
7
13
70-130
TRANS-I,3-DICHLOROPROPENE
0.12
ND
111
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
114
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
114
70-130
2-HEXANONE
1.42
ND
98
70-130
DBROMOCHLOROMETHANE
0.07
ND
109
70-130
1,3-DICHLOROPROPANE
0.13
ND
89
70-130
1,2-DBROMOETHANE(EDB)
0.15
ND
112
70-130
CHLOROBENZENE
0.10
ND
112
70-130
86
77
10
13
70-130
1, 1, 1,2-TETRACHLOROETHANE
0.10
ND
112
70-130
ETHYLBENZENE
0.07
ND
112
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
113
70-130
STYRENE
0.04
ND
113
70-130
BROMOFORM
0.29
ND
105
70-130
ISOPROPYLBENZENE
0.08
ND
113
70-130
BROMOBENZENE
0.07
ND
114
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
91
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
93
70-130
N-PROPYLBENZENE
0.08
ND
111
70-130
2-CHLOROTOLUENE
0.10
ND
111
70-130
4-CHLOROTOLUENE
0.09
ND
107
70-130
1,3,5-TRIMETHYLBENZENE
0.07
ND
111
70-130
TERT-BUTYLBENZENE
0.08
ND
114
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
111
70-130
SEC-BUTYLBENZENE
0.12
ND
115
70-130
1,3-DICHLOROBENZENE
0.12
ND
109
70-130
1,1,2,2-TETRACHLOROETHANE
0.08
ND
111
70-130
P-ISOPROPYLTOLUENE
0.09
ND
112
70-130
1,4-DICHLOROBENZENE
0.08
ND
109
70-130
1,2-DICHLOROBENZENE
0.09
ND
110
70-130
N-BUTYLBENZENE
0.10
ND
112
70-130
1,2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
110
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
113
70-130
NAPHTHALENE
0.18
ND
110
70-130
1,2,3-TRICHLOROBENZENE
0.18
ND
116
70-130
COMMENTS:

QAIQC Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB QC I
I FILE NAME: WQC0115
CLIENT: WITHERS & RAVENEL
(PROJECT: KERNERSVILLE CLOSED LANDFILL: # 06140180.33)
Sample ID:
76896 - 04 - 11
INSTUMENT: MS-2
Page 1 of 2
Extraction Method
NIA
Date Extracted
NIA
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
01/15/20
% Surrogate Recovery
107
103
102
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
MS
MSD
RPD
QC LIMITS
Compound
AWL
Method
LCS %
%Rec.
%Rec.
RPD
% REC
ug/L
Blank
RecoveryRange
DICHLORODIFLUOROMETHANE
0.12
ND
114
70-130
CHLOROMETHANE
0.07
ND
107
70-130
VINYL CHLORIDE
0.11
ND
113
70-130
BROMOMETHANE
0.18
ND
124
70-130
CHLOROETHANE
0.11
ND
118
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
113
70-130
ACETONE
1.18
ND
113
70-130
ACRYLONITRILE
12.38
ND
124
70-13 0
2-BUTANONE
0.88
ND
116
70-130
1,1-DICHLOROETHENE
0.09
ND
111
70-130
77
81
6
14
70-130
METHYL IODIDE
0.19
ND
99
70-130
CARBON DISULFIDE
0.45
ND
92
70-130
METHYLENE CHLORIDE
0.57
ND
117
70-130
TRANS-I,2-DICHLOROETHENE
0.10
ND
117
70-130
1,1-DICHLOROETHANE
0.17
ND
115
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
103
70-130
METHYL-TERT-BUTYL ETHER(MTBE)
0.16
ND
107
70-130
VINYL ACETATE
0.24
ND
98
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
115
70-130
2,2-DICHLOROPROPANE
0.09
ND
95
70-130
BROMOCHLOROMETHANE
0.12
ND
102
70-130
CHLOROFORM
0.05
ND
102
70-130
1, 1, 1 -TRICHLOROETHANE
0.12
ND
112
70-130
CARBON TETRACHLORIDE
0.10
ND
108
70-130
1, 1 -DICHLOROPROPENE
0.12
ND
111
70-130
BENZENE
0.05
ND
114
70-130
92
96
4
11
70-130
ETHYL ACETATE
0.35
ND
102
70-130
1,2-DICHLOROETHANE
0.09
ND
115
70-130
TRICHLOROETHENE(TCE)
0.12
ND
105
70-130
76
80
5
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
115
70-13 0
DIBROMOETHANE
0.25
ND
115
70-130
COMMENTS:

QAIQCSummary
Method: 8260/6200B 5/10/20/50/500/1000 PPB C IFILE NAME: WQC0115 Page 2 of 2
CLIENT: WITHERS & RAVENEL (PROJECT: KERNERSVILLE CLOSED LANDFILL: # 06140180.33)
SAMPLE ID:
76896 - 04 - 11
LCS
Acceptr
ange
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
RPD
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
112
70-130
4-METHYL-2-PENTANONE
1.01
ND
122
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
115
70-130
TOLUENE
0.26
ND
89
70-130
95
98
3
13
70-130
TRANS-I,3-DICHLOROPROPENE
0.12
ND
119
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
120
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
113
70-130
2-HEXANONE
1.42
ND
121
70-130
DIBROMOCHLOROMETHANE
0.07
ND
114
70-130
1,3-DICHLOROPROPANE
0.13
ND
87
70-130
1,2-DIBROMOETHANE(EDB)
0.15
ND
111
70-130
CHLOROBENZENE
0.10
ND
111
70-130
91
91
1
13
70-130
1,1,1,2-TETRACHLOROETHANE
0.10
ND
110
70-130
ETHYLBENZENE
0.07
ND
109
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
110
70-130
STYRENE
0.04
ND
111
70-130
BROMOFORM
0.29
ND
120
70-130
ISOPROPYLBENZENE
0.08
ND
106
70-130
BROMOBENZENE
0.07
ND
110
70-130
1,213-TRICHLOROPROPANE
0.11
ND
84
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
102
70-130
N-PROPYLBENZENE
0.08
ND
108
70-130
2-CHLOROTOLUENE
0.10
ND
110
70-130
4-CHLOROTOLUENE
0.09
ND
109
70-130
1,3,5-TRIMETHYLBENZENE
0.07
ND
111
70-130
TERT-BUTYLBENZENE
0.08
ND
I11
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
109
70-130
SEC-BUTYLBENZENE
0.12
ND
111
70-130
1,3-DICHLOROBENZENE
0.12
ND
111
70-130
1,1,2,2-TETRACHLOROETHANE
0.08
ND
118
70-130
P-ISOPROPYLTOLUENE
0.09
ND
107
70-130
1,4-DICHLOROBENZENE
0.08
ND
109
70-130
1,2-DICHLOROBENZENE
0.09
ND
110
70-130
N-BUTYLBENZENE
0.10
ND
106
70-130
1,2-DBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
106
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
109
70-130
NAPHTHALENE
0.18
ND
114
70-130
1,2,3-TRICHLOROBENZENE
0.18
ND
113
70-130
COMMENTS:

RESEARCh & ANAlyTICAI
LAbORATORIES, INC.
Analytical/Process Consultations
Quality Control Summary Results for Project Identified as Kernersville Closed Landfill
(A Withers Ravenel Project)
Prep ICV Spike Duplicate MDL's
Parameter Blank % Recovery % Recovery % RSD }te/
Antimony, Total
BDL
102
87
3
0.180
Arsenic, Total
BDL
103
82
2
0.074
Barium, Total
BDL
105
85
2
0.147
Beryllium, Total
BDL
106
99
3
0.374
Cadmium, Total
BDL
108
92
3
0.125
Chromium, Total
BDL
108
92
4
0.060
Copper, Total
BDL
103
96
4
0.056
Lead, Total
BDL
103
86
2
0.062
Nickel, Total
BDL
101
95
5
0.28
Selenium, Total
BDL
100
79
4
0.251
Silver, Total
BDL
103
89
2
0.064
Vanadium, Total
BDL
102
95
5
0.106
Zinc, Total
BDL
109
87
4
0.152
Corresponding Sample Numbers: 76896-01-10
% = Percent
ICV = Initial Calibration Verification
LCS = Laboratory Control Sample
P.O. Box 473 • 106 Short Street • Kernersville, North Carolina 27284. 336-996-2841 • Fax [phone]
www.randalahs.com

RESEARCh & ANAlyTICAI
LAbORATORIES, INC.
Analytical/Process Consultations
Quality Control Summary Results for Project Identified as Kernersville Closed Landfill
(A Withers Ravenel Proiect)
Prep ICV Spike Duplicate
Parameter Blank % Recovery % Recovery % RSD
Alkalinity
BDL
99
97
1
BOD
BDL
107
N/A
<1
Chloride
BDL
101
102
4
COD
BDL
92
94
3
NO3
BDL
101
99
2
Sulfate
BDL
104
94
2
Sulfide
BDL
99
98
2
TOC
BDL
105
97
2
Corresponding Sample Numbers: 76896-01-1(
% = Percent
ICV = Initial Calibration Verification
LCS = Laboratory Control Sample
P.O. Box 473 • 106 Short Street • Kernersville, North Carolina 27284. 336-996-2841 • Fax [phone]
www.randalabs.com

::Page of
Our People, Your Success
Job Number 6140180.33
Groundwater Sampling Form State ID
Well ID#Iiam#eter,
Site Name _ KeWersville Closed Landfill DateWell DepthJ —� 'l (�` Depth to Water We
Casing Material Screen Length Well Water Volume
Sampling Crew A. Barham, L. Elliott, M. Maltba
Pump Type Tubing Type Intake set at
Weather Conditions Notes (eg. odor or color)
Time Water Level Volume Purged DO Temp EC pH ORP Turbidity
24 Hr. from TOO) Gals.) (m /L) °C S/cm) (standard mV NTU
Other Parameters
Sampled at
Samples delivered to
Parameters taken with
by
at
Analysis
Preservative
Bottle ware
Number of Bottles Hold Time
VOCs
HCL
40 ml VOAs glass
14 Days
NO2, SO4, Cl-, Alk
None
1 Liter glass
7 Days
Metals
Nitric Acid
250 ml plastic
180 Days
BOD, COD
Sulfuric Acid
125 ml plastic
28 Days
MEE
None
1 Liter glass
7 days
VFA
None
1 Liter glass
7 Days
Other
Ferrous Iron:
Sulfide
Well Volume Calculation
1 " well [well depth -depth to water] x
2" well [well depth -depth to water] x
4" well [well depth -depth to water] x
0.0408 gallons/ft. x 3 = 0.124/ft. _
0.163 gallons/ft. x 3 = 0.489/ft =
0.653 gallons/ft. x 3 = 1.959/ft =
C:\Users\lelliott\Desktop\KCLF GW Sampling Form 2020.xls

L
�: Page
Our People, Your Success
Groundwater Sampling Form
of
Job Number 6140180.33
State ID
Well ID
Site Name Kernersville Closed Landfill Date
Well Depth Depth to Water Well a eter
Casing Material Screen Length Well Water Volume
Sampling Crew A. Barham, L. Elliott, M. Maltba
Pump Type Tubing Type Intake set at
Weather Conditions Notes (eg. ad r color)
Time Water Level Volume Purged DO Temp EC pH ORP Turbidity
III •112G�IL�i.=ice* =R�7[�lu � - • . • =G�Yi=WL��
Other Parameters
Sampled at
Samples delivered to
Parameters taken with
by
�k-
at
A sis
r
Other Parameters
Sampled at
Samples delivered to
Parameters taken with
by
�k-
at
A sis
r
Preservative
Bottle ware
Number of Bottles Hold Time
HCL
40 ml VOAs glass
14 Days
NO2, SO4, Cl-, Al
None
1 Liter glass
7 Days
Nitric Acid
250 ml plastic
180 Days
OD
Sulfuric Acid
125 ml plastic
28 Days
None
1 Liter glass
7 days
None
1 Liter glass
7 Days
Other --
us Iron:
5u[e
Well Volume Calculation
1" well [well depth -depth to water] x 0.0408 gallons/ft. x 3 = 0.124/ft. _
2" well [well depth -depth to water] x 0.163 gallons/ft. x 3 = 0.489/ft =
4" well [well depth -depth to water] x 0.653 gallons/ft. x 3 = 1.959/ft =
C:\Users\lelliott\Desktop\KCLF GW Sampling Form 2020.xis

N ■ Page of
■. Our People, Your Success
Job Number 6140180.33
Groundwater Sampling Form State ID
Well ID I —
Site Name Kernersville Closed Landfill Date
Well Depth Depth to Water � 1 ( Well Nalneter
Casing Material Screen Length Well Water Volume l t4 7
Sampling Crew A. Barham, L. Elliott, M. Maltba
Pump Type Tubing Type Intake set at
Weather Conditions Notes (eg. odor or color)
Time Water Level Volume Purged DO Temp EC pH ORP Turbidity
• ' =srrr�r.Zy�L�G�1L�l��3�!!m� - ... ��■i►�!f
Other Parameters
Sampled at Parameters taken with
Samples delivered to by] at
Analysis
Other Parameters
Sampled at Parameters taken with
Samples delivered to by] at
Analysis
Preservative
Bottle ware
Number of Bottles Hold Time
VOCs
HCL
40 ml VOAs glass
14 Days
NO2, SO4, Cl-, Alk
None
1 Liter glass
7 Days
Metals
Nitric Acid
250 ml plastic
180 Days
BOD, COD
Sulfuric Acid
125 ml plastic
28 Days
MEE
None
1 Liter glass
7 days
VFA
None
1 Liter glass
7 Days
Other
Ferrous Iron:
Sulfide
Well Volume L:alculatlon
1 " well [well depth -depth to water] x 0.0408 gallons/ft. x 3 = 0.124/ft. _
2" well [well depth -depth to water] x 0.163 gallons/ft. x 3 = 0.489/ft =
4" well [well depth -depth to water] x 0.653 gallons/ft, x 3 = 1.959/ft =
C:\Users\lelliott\Desktop\KCLF GW Sampling Form 2020.x1s

.40 Page of
WoOur People, Your Success
Job Number 6140180.33
Groundwater Sampling Form State ID
Well ID (V,
Site Name Kernersville Closed Landfill _ Date
Well Depth LG:' Depth to Water %_ '.`� T Well lam ter
Casing Material Screen Length Well Water Volume
Sampling Crew A. Barham, L. Elliott, M. Maltba
Pump Type Tubing Type Intake set at
Weather Conditions Notes (eg. odor or color)
Time Water Level Volume Purged DO Temp EC pH ORP Turbidity
24 Fir. trom IOU Vals.} m /L 1U pb/cm standard mV N I u
1 ' I t :-7 rn-, 41 1 . . 1­," � ") ci 7 1 "? 64 bri fVY In 1 -491 1 < 7 n
Other Parameters
Sampled at Parameters taken with
Samples delivered to by at
at
Anaiys{{s
Preservative
Bottle ware
Number of Bottles Hold Time
VDf
HCL
40 ml VOAs glass
14 Days
N _ SO4, Cl-, Alk
None
1 Liter glass
7 Days
et
�0000D
Nitric Acid
Sulfuric Acid
250 ml plastic
125 ml plastic
180 Days
28 Days
MEE
None
1 Liter glass
7 days
VFA
None
1 Liter glass
7 Days
Other
Ferrous Iron:
Sulfide
Well Volume Calculation
1" well [well depth -depth to water] x 0.0408 gallons/ft. x 3 = 0.124/ft.=
2" well [well depth -depth to water] x 0.163 gallons/ft. x 3 = 0.489/ft =
4" well [well depth -depth to water] x 0.653 gallons/ft. x 3 = 1.959/ft =
C:\Users\lelliott\Desktop\KCLF GW Sampling Form 2020.x1s

:� Page of
Our People, Your Success
Job Number 6140180.33
Groundwater Sampling Form State ID
Well ID [ —
Site Name Kernersville Closed Landfill I Date U
WellDepth - Depth to WaterWell Di —
Casing Material Screen Length Well Water Volume
Sampling Crew A. Barham, L. Elliott, M. Maltba
Pump TypeEa I jxj,�: Tubing Type Intake set at
Weather Conditions Notes (eg. odor or color)
Time Water Level Volume Purged DO Temp EC pH ORP Turbidity
Other Parameters
Sampled at
Samples delivered to
4) �0 Parameters taken with y5 I A� Q ,,,.S
Q � 4 L.0- 6- by f_ �, f LL .,-f't at
Analysis
Preservative
Bottle ware
Number of Bottles Hold Time
VOCS!__
HCL
40 ml VOAs glass
14 Days
NO2, S_
None
1 Liter glass
7 Days
Metals
Nitric Acid
250 ml plastic
180 Days
BOa, COD �
Sulfuric Acid
125 ml plastic
28 Days
filiE�
None
1 Liter glass
7 days
VFA, ,.
None
1 Liter glass
7 Days
Other
Ferrpus Iron:
Sulfide
Well Volume Calculation
1 " well [well depth-deplh to water] x 0.0408 gallons/ft. x 3 = 0.124/ft. _
2" well [well depth -depth to water] x 0.163 gallons/ft. x 3 = 0.489/ft =
4" well [well depth -depth to water] x 0.653 _allons/ft. x 3 = 1.959/ft =
C:\Users\lelliott\Desktop\KCLF GW Sampling Form 2020.x1s

= Page of
ur People, Your Success
Job Number 6140180.33
Groundwater Sampling Form
State ID
Well ID JkA 3 _
Site Name Kernersville Closed Landfill
Date b ► - o S-, -q-b
Well Depth 7 4
Depth to Water
Well Diameter 'Zr I
Casing Material Aur e
pn Length l p
Well Water Volume { _%
Sampling Crew A. Barham,
Elli M. Maltba
Pump Type C � '405
Tubing Type p L (�,
Intake set at [
Weather Conditions t= SOA, ,, ,
Notodor or color) .,&[:,$ I r7r]r r �-
J
Lie- karma
Time Water Level Volume Purged DO
Temp EC
pH ORP Turbidity
Other Parameters
Sampled at
Samples delivered to
Parameters taken with
"I,) by
4"S
at
Analysis
Preservative
Bottle ware
Number of Bottles Hold Time
Y�J
HCL
40 ml VOAs glass
14 Days
SO4, CI-, Alk
None
1 Liter glass
7 Days
M��
Nitric Acid
Sulfuric Acid
250 ml plastic
125 ml plastic
180 Days
28 Days
MEE
None
1 Liter glass
7 days
:FA-
None
1 Liter glass
7 Days
Other
Ferrous Iron:
Sulfide -
_ [�
vven volume L;aiculat[on
1" well [well depth -depth to water] x 0.0408 gallons/ft. x 3 = 0.124/ft. _
2" well [well depth -depth to water] x 0.163 gallons/ft. x 3 = 0.489/ft = 5 2Cv
4" well [well depth -depth to water] x 0.653 gallons/ft. x 3 = 1.959/ft =
C:\Users\lelliott\Desktop\KCLF GW Sampling Form 2020.x1s

Page of I
Job Number 6140180.33
Groundwater Sampling Form State ID
Well ID
Site Name Kernersville Closed Landfill Date b ► — o
Well Depth it Depth to Water i[ I . Uc vven ularneTer
Casing Material PV en Length Zb' Well Water Volume
Sampling Crew A. Sarha (,1. Elliott, . Maltba
Pump Type uhing Type Intake set at
Weather Conditions Notes (eg. odor or color)
�. nr% T,......., cr r,W nPP Ti irhirlity
Other Parameters
Sampled at LV:'�,o Parameters taken with
Samples delivered to by at
Analysis
VOCs
NO2, SO4, Cl-, Alk
Preservative
HCL
None
Bottle ware
40 ml VOAs glass
1 Liter glass
Number of Bottles Hold Time
14 Days
7 Days
Metals
Nitric Acid
250 ml plastic
180 Days
BOD, COD
MEE
Sulfuric Acid
None
125 ml plastic
1 Liter glass
28 Days
7 days
VFA
None
1 Liter glass
7 Days
Other
Ferrous Iron:
Sulfide
weii volume calculanon
1 " well [well depth -depth to water] x 0.0408 gallons/ft. x 3 = 0.124/ft. = r
2" well [well depth -depth to water] x 0.163 gallonsift. x 3 = 0.489/ft = "1i2 - [ 1 }�
4" well [well depth -depth to water] x 0.653 gallons x 3 = 1.959/ft =
C:\Users\lelliott\Desktop\KCLF GW Sampling Form 2020.x1s

-I-
- - - .f
—r
—rt—
:M� -- -M
NO
To-
- t� U� � 3� YES r ► . c��
ISO
MAti4
n

1 14- T
- - -------------- I -------------------- -F - --------

APPENDIX II
Historical Summary Tables

TABLE1A
SUMMARY OF HISTORICAL GROUNDWATER ELEVATIONS
Background
Downgradient
Well ID:
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
TOC Elevation:
806.42
804.87
762.19
764.57
764.56
760.26
773.32
Well Depth:
34.69
20.46
13.18
24.00
56.96
14.40
11.36
30-Dec-09
772.45
786.66
759.16
751.54
752.79
754.33
769.21
01-Jun-10
773.45
788.32
758.90
750.76
752.63
753.90
769.69
16-Nov-10
773.55
787.93
759.14
750.98
752.59
753.74
769.81
29-Dec-10
773.29
787.37
758.83
749.82
752.45
753.68
769.56
29-Jun-11
773.10
786.81
758.38
750.54
752.16
753.41
769.73
01-Nov-11
771.92
785.10
758.49
754.73
751.90
753.08
769.63
01-May-12
771.88
785.32
758.54
750.86
752.34
753.55
769.55
07-Nov-12
771.65
DRY
758.20
750.30
751.61
752.87
768.57
09-May-13
769.95
787.56
759.20
752.52
753.24
754.44
-
07-Nov-13
771.46
DRY
758.09
750.12
751.50
752.79
768.13
05-Jun-14
772.22
785.84
758.45
750.67
752.14
753.36
768.57
20-Nov-14
771.73
784.41
758.08
750.24
751.53
752.81
769.23
Notes:
TOC = Top of PVC well casing.
Elevations in feet above mean sea level. Well depths in feet below TOC.
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering

TABLE 1B
MONITORING WELL AND BORING COMPLETION SUMMARY
WELL
NUMBER
CASING
DIAMETER
inches
WELL ELEVATIONS
TOTAL DEPTH
SCREENED INTERVAL*
LITHOLOGY OF
SCREENED INTERVAL*
GROUND
SURFACE
T.O.C.
B.G.S.
feet
B.T.O.C.
feet
DEPTH B.G.S.
ELEV. M.S.L.
feet above M.S.L.
from
to
from
to
MW-1
2
803.89
806.42
32.16
34.69
24.69
34.96
779.2
768.9
SAPROLITE
MW-2
2
760.07
762.19
11.06
13.18
3.18
13.18
756.9
746.9
SAPROLITE
MW-3S
2
761.98
764.57
21.41
24.00
14
24
748.0
738.0
SAPROLITE
MW-3D
2
762.02
764.56
54.42
56.96
36.96
56.96
725.1
705.1
SAPROLITE
MW-4
2
757.00
760.26
11.14
14.40
4.4
14.4
752.6
742.6
SAPROLITE
MW-5
2
771.00
773.32
9.04
11.36
6.36
11.36
764.6
759.6
SAPROLITE
MW-6
2
801.77
1 804.87
17.36
20.46
10.46
20.46
791.3
781.3
SAPROLITE
NOTES:
B.G.S. Below Ground Surface
M.S.L. Mean Sea Level
B.T.O.C. Below Top of Casing
T.O.C. Top of Casing
* = Due to limited information this data is assumed based on field conditions
Town of Kernersville Landfill Page 1 of 1 Joyce Engineering

TABLE 2
SUMMARY OF ESTIMATED HYDRAULIC GRADIENT AND LINEAR VELOCITY
November 2014
GRADIENT
FLOW LINE
GROUND-
HORIZ.
HYDRAULIC
EFFECTIVE
LINEAR
FLOW
WATER
GRADIENT,
CONDUCTIVITY
POROSITY
VELOCITY,
CALCULATION
LENGTH
DIRECTION
ELEV.
i
K
n
V
SEGMENT
(feet)
feet
ft/ft
ft/da
ft/da
11
851
SW
0.04
1.73
0.30
0.20
755
Notes:
1. Hydraulic conductivities ("K") was estimated from slug test completed by JOYCE in April 2013
2. Velocity = Ki/n; assume homogeneous isotropic porous aquifer.
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
11
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
Blanks
Inorganic Compounds
Antimony
30-Dec-09
1.2
6.0
---
ND
5.4
B
ND
ND
4.5
B
---
1.4
J
GWPS = 1.4 µg/L (10/23/07)
01-Jun-10
1.2
6.0
---
ND
ND
ND
ND
ND
---
3.9
J
GWPS = 1 µg/L (8/1/10)
29-Dec-10
2.6
6.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.48
6.0
---
---
ND
ND
ND
ND
---
ND
09-May-13
5.0
6.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
6.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
3.8
6.0
---
---
ND
ND
ND
ND
ND
ND
Arsenic
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
6.2
J
ND
NC 2L = 10 µg/L (1/11/10)
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.094
10.0
---
---
1.43
B
1.42
B
0.87
B
1.04
B
---
1.0
J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
2.5
J
ND
ND
2.7
J
ND
Barium
30-Dec-09
1.1
100
---
74.1
J
496
178
18.2
J
89.0
J
---
3.6
J
NC 2L = 700 µg/L (1/11/10)
01-Jun-10
1.1
100
---
58.1
J
326
187
22.2
J
94.9
J
---
2.0
1
29-Dec-10
0.20
100
---
46.3
B
430
112
38.0
B
92.1
J
72.6
J
11.3
J
29-Jun-11
5.0
100
---
77.7
J
370
128
41.2
J
98.4
J
113
ND
01-Nov-11
5.0
100
---
125
413
132
41.7
J
ill
72.1
J
ND
01-May-12
5.0
100
---
78.8
J
323
121
40.0
J
99.7
J
66.1
J
ND
07-Nov-12
0.39
100
---
---
369
127
41.0
B
98.7
J
---
12.2
J
09-May-13
5.0
100
---
78.6
J
307
112
40.0
J
85.6
J
---
ND
07-Nov-13
5.0
100
---
---
302
113
38.0
J
89.6
J
---
ND
05-Jun-14
5.0
100
---
60.3
J
285
117
39.2
J
80.3
J
75.0
J
ND
20-Nov-14
2.5
100
---
---
301
113
39.5
J
83.3
J
108
ND
Beryllium
30-Dec-09
0.2
1.0
---
ND
0.5
J
ND
ND
ND
---
ND
GWPS = 4 µg/L (10/23/07)
01-Jun-10
0.2
1.0
---
0.6
J
0.7
J
ND
ND
ND
---
ND
29-Dec-10
0.10
1.0
---
ND
ND
ND
ND
ND
0.48
J
ND
29-Jun-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.049
1.00
---
---
0.34
J
ND
ND
0.099
J
---
ND
09-May-13
1.0
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
1.0
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.5
1.0
---
---
ND
ND
ND
ND
ND
ND
Cadmium
30-Dec-09
0.2
1.0
---
ND
0.5
1
5.6
ND
ND
---
ND
NC 2L = 2 µg/L (1/11/10)
01-Jun-10
0.2
1.0
---
2.9
1.0
B
5.3
0.4
B
0.4
B
---
0.4
J
29-Dec-10
0.50
1.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.026
1.00
---
---
0.15
J
ND
ND
0.043
J
---
ND
09-May-13
1.0
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
1.0
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.5
1.0
---
---
ND
ND
ND
ND
ND
ND
Chromium
30-Dec-09
0.7
10.0
---
ND
2.7
J
9.7
J
ND
3.1
J
---
ND
NC 2L = 10 µg/L (1/11/10)
01-Jun-10
0.7
10.0
---
3.5
J
1.6
J
12.4
1.2
J
3.2
J
---
ND
29-Dec-10
0.40
10.0
---
0.48
J
1.3
J
0.57
J
ND
5.5
J
3.8
J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
10.3
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
5.8
J
ND
ND
07-Nov-12
0.030
10.0
---
---
0.71
J
0.12
B
0.094
B
7.31
1
---
0.099
J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
11
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
Blanks
Cobalt
30-Dec-09
0.7
10.0
---
ND
6.4
J
11.2
ND
1.8
J
---
ND
GAPS =
70 µg/L (10/23/07)
01-Jun-10
0.7
10.0
---
1.8
J
2.5
J
8.5
J
ND
1.7
J
---
ND
GAPS =
1 µg/L (10/1/10)
29-Dec-10
0.60
10.0
---
ND
4.9
J
1.7
J
ND
1.6
J
10.2
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
9.9
J
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
5.2
J
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
13.9
ND
07-Nov-12
0.053
10.0
---
---
1.98
J
3.89
J
0.43
B
2.02
J
---
0.24
J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
12.0
ND
20-Nov-14
2.5
10.0
---
---
ND
2.5
J
ND
ND
10.2
ND
Copper
30-Dec-09
2.0
10.0
---
ND
ND
10.6
ND
1.5
J
---
ND
NC 2L =
1,000 µg/L (10/23/07)
01-Jun-10
2.0
10.0
---
12.2
B
3.3
B
33.2
3.9
B
6.8
B
---
4.8
J
29-Dec-10
0.30
10.0
---
ND
ND
0.49
J
0.59
J
1.5
J
7.9
J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
16.6
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
5.4
J
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.093
10.0
---
---
3.56
B
0.54
B
0.98
B
1.83
B
---
1.23
J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
6.1
J
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
5.3
J
ND
Lead
30-Dec-09
2.0
10.0
---
ND
ND
10.2
ND
ND
---
ND
NC 2L -
15 µg/L (10/23/07)
01-Jun-10
2.0
10.0
---
9.1
B
8.2
B
8.7
B
3.0
B
3.9
B
---
3.2
J
29-Dec-10
4.0
10.0
---
ND
ND
ND
ND
ND
6.5
J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
19.9
ND
01-Nov-11
5.0
10.0
---
5.5
J
ND
ND
ND
ND
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.025
10.0
---
---
1.00
B
0.091
B
0.066
B
1.12
B
---
0.58
J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
4.2
J
ND
Nickel
30-Dec-09
0.6
50.0
---
ND
ND
8.1
J
1.8
J
1.6
J
---
ND
NC 2L =
100 µg/L (10/23/07)
01-Jun-10
0.6
50.0
---
ND
ND
6.0
J
ND
0.9
J
---
ND
29-Dec-10
1.7
50.0
---
ND
ND
ND
ND
ND
2.0
B
3.1
J
29-Jun-11
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.26
50.0
---
---
0.73
B
1.19
B
0.65
B
5.57
J
---
0.84
J
09-May-13
5.0
50.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
50.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
50.0
---
---
ND
ND
ND
ND
ND
ND
Selenium
30-Dec-09
6.3
10.0
---
ND
ND
8.4
J
ND
ND
---
ND
NC 2L =
20 µg/L (1/11/10)
01-Jun-10
6.3
10.0
---
ND
ND
6.3
J
ND
ND
---
ND
29-Dec-10
3.8
10.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.11
10.0
---
---
0.16
J
0.38
J
0.20
J
0.25
J
---
ND
09-May-13
10.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
10.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
5.0
10.0
---
---
ND
ND
ND
ND
ND
ND
Silver
30-Dec-09
1.1
10.0
---
ND
1.7
B
2.2
B
ND
ND
---
1.9
J
NC 2L =
20 µg/L (1/11/10)
01-Jun-10
1.1
10.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.10
10.0
---
ND
1.8
J
0.36
J
0.19
J
0.23
J
ND
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.017
10.0
---
---
0.18
J
ND
ND
0.078
J
---
ND
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
11
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
Blanks
Thallium
30-Dec-09
2.7
5.5
---
ND
ND
ND
ND
ND
---
3.7
J
GWPS =
0.28 µg/L (10/23/07)
01-Jun-10
2.7
5.5
---
ND
ND
ND
ND
ND
---
ND
GWPS =
0.2 µg/L (10/1/10)
29-Dec-10
3.0
5.5
---
ND
3.2
J
ND
ND
4.8
J
ND
ND
29-Jun-11
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.060
5.50
---
---
0.16
J
ND
ND
0.76
J
---
ND
09-May-13
5.4
5.5
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.4
5.5
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
5.0
5.5
---
---
ND
ND
ND
ND
ND
ND
Vanadium
30-Dec-09
0.4
25.0
---
ND
1.4
J
37.4
1.5
J
4.3
J
---
ND
GWPS =
3.5 µg/L (10/23/07)
01-Jun-10
0.4
25.0
---
1.2
J
3.4
J
84.2
1.4
J
4.8
J
---
ND
GWPS =
0.3 µg/L (10/1/10)
29-Dec-10
0.20
25.0
---
1.2
B
2.8
J
2.3
J
1.6
J
5.5
J
14.5
J
0.26
J
29-Jun-11
5.0
25.0
---
ND
ND
ND
ND
ND
22.0
J
ND
01-Nov-11
5.0
25.0
---
7.2
J
ND
ND
ND
12.0
J
7.2
J
ND
01-May-12
5.0
25.0
---
ND
ND
ND
ND
7.2
J
7.6
J
ND
07-Nov-12
0.085
25.0
---
---
2.48
J
2.02
J
2.35
J
4.55
J
---
ND
09-May-13
5.0
25.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
25.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
25.0
---
ND
ND
11.4
J
ND
ND
ND
ND
20-Nov-14
2.5
25.0
---
---
ND
3.2
J
ND
ND
9.4
J
ND
Zinc
30-Dec-09
2.7
10.0
---
ND
10.1
B
204
15.9
B
24.8
B
---
5.8
J
NC 2L -
1,000 µg/L (1/11/10)
01-Jun-10
2.7
10.0
---
16.2
13.5
415
8.5
J
22.2
---
ND
29-Dec-10
0.40
10.0
---
12.2
B
15.8
B
8.9
B
ND
4.6
B
38.1
B
12.5
29-Jun-11
10.0
10.0
---
ND
23.6
B
22.3
B
ND
15.5
B
91.2
10.5
01-Nov-11
10.0
10.0
---
16.6
ND
40.0
ND
16.2
31.4
ND
01-May-12
10.0
10.0
---
ND
ND
13.5
ND
10.2
12.0
ND
07-Nov-12
1.31
10.0
---
---
8.61
J
5.20
J
3.98
J
4.65
J
---
ND
09-May-13
10.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
10.0
10.0
---
---
13.8
10.4
ND
ND
---
ND
05-Jun-14
10.0
10.0
---
ND
ND
89.0
ND
ND
19.4
ND
20-Nov-14
5.0
10.0
---
---
ND
20.9
ND
ND
55.0
ND
Organic Compounds
Acetone
29-Jun-11
2.2
100
---
ND
2.3
B
2.4
B
3.9
B
ND
3.8
B
5.3
J
NC 2L =
6,000 µg/L (1/11/10)
01-Nov-11
2.2
100
---
ND
ND
ND
ND
ND
ND
14.6
J
01-May-12
2.2
100
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.193
100
---
---
ND
ND
ND
ND
---
ND
09-May-13
10.0
100
---
ND
ND
ND
ND
ND
---
12.0
J
07-Nov-13
10.0
100
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
10.0
100
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
10.0
100
---
---
ND
ND
ND
ND
ND
ND
Benzene
30-Dec-09
0.1
1.0
---
ND
8.4
0.3
J
0.4
J
0.3
J
---
ND
NC 2L =
1 µg/L (10/23/07)
01-Jun-10
0.1
1.0
---
ND
2.9
ND
ND
ND
---
ND
29-Dec-10
0.25
1.0
---
ND
8.1
ND
ND
ND
ND
ND
29-Jun-11
0.25
1.0
---
ND
7.2
0.38
J
0.45
J
0.42
J
ND
ND
01-Nov-11
0.25
1.0
---
ND
8.6
ND
ND
ND
ND
ND
01-May-12
0.25
1.0
---
ND
6.7
0.36
J
0.45
1
0.42
J
ND
ND
07-Nov-12
0.111
1.0
---
---
8.63
0.430
J
0.504
J
0.478
J
---
ND
09-May-13
0.25
1.0
---
ND
5.2
0.27
J
0.32
J
0.30
J
---
ND
07-Nov-13
0.25
1.0
---
---
6.9
0.33
J
0.38
J
0.39
J
---
ND
05-Jun-14
0.25
1.0
---
ND
6.0
ND
0.42
J
0.40
J
ND
ND
20-Nov-14
0.25
1.0
---
---
6.2
0.30
J
ND
0.32
J
ND
ND
Bromoform
09-May-13
0.26
3.0
---
ND
ND
0.37
B
ND
ND
---
0.37
J
NC 2L =
µg/L 4 (10/23/07)
07-Nov-13
0.26
3.0
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.26
3.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.26
3.0
---
---
ND
ND
ND
ND
ND
ND
Chlorobenzene
30-Dec-09
0.1
3.0
---
ND
0.5
J
0.6
J
ND
ND
---
ND
NC 2L =
50 µg/L (10/23/07)
01-Jun-10
0.1
3.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.23
3.0
---
ND
0.61
J
ND
ND
ND
ND
ND
29-Jun-11
0.23
3.0
---
ND
0.46
J
1.0
J
0.37
J
ND
ND
ND
01-Nov-11
0.23
3.0
---
ND
0.59
J
1.1
J
0.37
J
ND
ND
ND
01-May-12
0.23
3.0
---
ND
{0.42{
J
0.94
B
0.38
B
ND
ND
0.30 {ND{
J
07-Nov-12
0.083
3.00
---
---
0.468
J
1.30
J
0.476
J
ND
---
ND
09-May-13
0.23
3.0
---
ND
0.27
J
0.72
J
0.27
J
ND
---
ND
07-Nov-13
0.23
3.0
---
---
0.42
J
0.97
J
0.38
J
ND
---
ND
05-Jun-14
0.23
3.0
---
ND
0.30
J
0.78
J
0.33
J
ND
ND
ND
20-Nov-14
0.23
3.0
---
---
0.37
J
0.95
J
0.36
J
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
11
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
Blanks
Chloroethane
30-Dec-09
0.1
10.0
---
ND
ND
0.5
J
0.5
J
ND
---
0.1 J
NC 2L = 3,000 µg/L (1 / 11 / 10)
01-Jun-10
0.1
10.0
---
ND
ND
0.4
J
ND
ND
---
ND
29-Dec-10
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.54
10.0
---
ND
ND
0.77
J
ND
0.57
J
ND
ND
01-Nov-11
0.54
10.0
---
ND
ND
0.79
J
ND
ND
ND
ND
01-May-12
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.235
10.0
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.54
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.54
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.54
10.0
---
---
ND
ND
ND
ND
ND
ND
1,4-Dichlorobenzene
30-Dec-09
0.1
1.0
---
ND
3.8
2.2
2.3
3.1
---
ND
NC 2L = 6 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
1.2
0.9
J
ND
1.2
---
ND
29-Dec-10
0.33
1.0
---
ND
3.9
1.1
2.3
1.9
ND
ND
29-Jun-11
0.33
1.0
---
ND
3.8
2.8
3.6
3.2
ND
ND
01-Nov-11
0.33
1.0
---
ND
4.7
4.1
4.1
3.5
ND
ND
01-May-12
0.33
1.0
---
ND
4.0
2.7
4.1
3.2
ND
ND
07-Nov-12
0.083
1.00
---
---
5.12
2.93
4.08
3.64
---
ND
09-May-13
0.33
1.0
---
ND
3.6
2.0
3.1
2.3
---
ND
07-Nov-13
0.33
1.0
---
---
5.4
2.5
4.2
3.2
---
ND
05-Jun-14
0.33
1.0
---
ND
5.0
1.9
4.0
2.7
ND
ND
20-Nov-14
0.33
1.0
---
---
4.7
1.9
3.8
2.6
ND
ND
1, 1 -Dichloroethane
30-Dec-09
0.2
5.0
---
ND
22.8
1.9
J
4.0
J
2.4
J
---
ND
NC 2L = 6 µg/L (1/11/10)
01-Jun-10
0.2
5.0
---
ND
11.0
1.1
J
ND
1.2
J
---
ND
29-Dec-10
0.32
5.0
---
ND
28.2
2.4
1
4.1
J
2.6
J
ND
ND
29-Jun-11
0.32
5.0
---
ND
25.0
2.5
J
3.9
J
2.6
J
ND
ND
01-Nov-11
0.32
5.0
---
ND
27.2
2.3
1
4.0
J
2.3
J
ND
ND
01-May-12
0.32
5.0
---
ND
22.6
2.0
J
3.8
J
2.0
J
ND
ND
07-Nov-12
0.208
5.0
---
---
28.1
2.06
J
4.08
J
ND
---
ND
09-May-13
0.32
5.0
---
ND
18.7
1.4
1
3.0
1
1.6
J
---
ND
07-Nov-13
0.32
5.0
---
---
26.6
1.7
J
4.2
J
2.2
J
---
ND
05-Jun-14
0.32
5.0
---
ND
21.9
1.4
1
3.9
J
1.9
J
ND
ND
20-Nov-14
0.32
5.0
---
---
21.5
1.3
J
3.2
J
1.8
J
ND
ND
1,2-Dichloroethane
30-Dec-09
0.1
1.0
---
ND
1.2
0.7
J
1.2
ND
---
ND
NC 2L = 0.4 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.12
1.0
---
ND
ND
0.82
J
1.1
ND
ND
ND
29-Jun-11
0.12
1.0
---
ND
0.76
J
0.86
J
1.3
ND
ND
ND
01-Nov-11
0.12
1.0
---
ND
0.95
J
ND
1.3
ND
ND
ND
01-May-12
0.12
1.0
---
ND
0.71
J
0.70
J
1.1
ND
ND
ND
07-Nov-12
0.171
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.12
1.0
---
ND
0.50
J
0.49
J
0.81
J
ND
---
ND
07-Nov-13
0.12
1.0
---
---
0.93
J
0.66
1
1.3
ND
---
ND
05-Jun-14
0.12
1.0
---
ND
0.76
J
0.52
J
0.99
J
ND
ND
ND
20-Nov-14
0.12
1.0
---
---
0.68
J
0.47
1
0.81
J
ND
ND
ND
1, 1 -Dichloroethylene
30-Dec-09
0.1
5.0
---
ND
0.4
J
ND
ND
ND
---
ND
NC 2L = 7 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.208
5.00
---
---
ND
ND
ND
ND
---
ND
NC 2L = 350 µg/L (04/01/2013)
09-May-13
0.56
5.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.56
5.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.56
5.0
---
ND
4.7
J
ND
ND
ND
ND
ND
20-Nov-14
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
cis-1,2-Dichloroethee
30-Dec-09
0.1
5.0
---
ND
68.2
11.0
51.0
21.8
---
ND
NC 2L = 70 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
23.0
7.6
ND
10.2
---
ND
29-Dec-10
0.19
5.0
---
ND
66.7
16.8
56.7
24.1
ND
ND
29-Jun-11
0.19
5.0
---
ND
55.1
16.5
62.7
25.1
ND
ND
01-Nov-11
0.19
5.0
---
ND
59.4
15.2
59.3
23.2
ND
ND
01-May-12
0.19
5.0
---
ND
{48.7{
14.2
59.5
22.1
ND
0.21 {ND{ J
07-Nov-12
0.103
5.00
---
---
59.7
13.6
71.3
26.4
---
ND
09-May-13
0.19
5.0
---
ND
39.9
10.9
49.7
17.4
---
ND
07-Nov-13
0.19
5.0
---
---
53.9
10.7
67.1
21.8
---
ND
05-Jun-14
0.19
5.0
---
ND
47.0
11.2
58.1
20.0
ND
ND
20-Nov-14
0.19
5.0
---
---
44.9
9.6
55.4
19.3
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 4 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
11
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
Blanks
trans-1,2-Dichloroethene
30-Dec-09
0.1
5.0
---
ND
1.4
J
ND
0.2 J
0.2
J
---
ND
NC 2L = 100 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
0.6
J
ND
ND
ND
---
ND
29-Dec-10
0.49
5.0
---
ND
1.7
J
ND
ND
ND
ND
ND
29-Jun-11
0.49
5.0
---
ND
1.5
J
ND
ND
ND
ND
ND
01-Nov-11
0.49
5.0
---
ND
1.6
J
ND
ND
ND
ND
ND
01-May-12
0.49
5.0
---
ND
1.4
J
ND
ND
ND
ND
ND
07-Nov-12
0.077
5.00
---
---
1.59
J
ND
ND
ND
---
ND
09-May-13
0.49
5.0
---
ND
1.1
J
ND
ND
ND
---
ND
07-Nov-13
0.49
5.0
---
---
1.6
J
ND
ND
ND
---
ND
05-Jun-14
0.49
5.0
---
ND
1.4
J
ND
ND
ND
ND
ND
20-Nov-14
0.49
5.0
---
---
1.4
J
ND
ND
ND
ND
ND
1,2-Dichloropropane
30-Dec-09
0.1
1.0
---
ND
5.7
0.6
J
1.1
0.7
J
---
ND
NC 2L = 0.6 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
1.9
ND
ND
ND
---
ND
29-Dec-10
0.27
1.0
---
ND
5.3
ND
ND
ND
ND
ND
29-Jun-11
0.27
1.0
---
ND
4.8
0.90
J
1.3
0.73
J
ND
ND
01-Nov-11
0.27
1.0
---
ND
4.9
0.76
J
1.3
ND
ND
ND
01-May-12
0.27
1.0
---
ND
4.4
0.76
J
1.4
0.62
J
ND
ND
07-Nov-12
0.150
1.0
---
---
4.93
ND
1.66
ND
---
ND
09-May-13
0.27
1.0
---
ND
3.3
0.51
J
0.96 J
0.45
J
---
ND
07-Nov-13
0.27
1.0
---
---
4.4
0.63
J
1.3
0.57
1
---
ND
05-Jun-14
0.27
1.0
---
ND
4.0
0.51
J
ND
0.41
J
ND
ND
20-Nov-14
0.27
1.0
---
---
4.1
0.56
J
1.2
0.36
J
ND
ND
Ethylbenzene
30-Dec-09
0.1
1.0
---
ND
ND
ND
0.4 J
ND
---
ND
NC 2L = 600 µg/L (10/23/07)
01-Jun-10
0.1
1.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.3 0
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.109
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.30
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.30
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.30
1.0
---
---
ND
ND
ND
ND
ND
ND
Tetrachloroethene
30-Dec-09
0.2
1.0
---
ND
1.2
ND
ND
ND
---
ND
NC 2L = 0.7 µg/L (10/23/07)
01-Jun-10
0.2
1.0
---
ND
1.4
ND
ND
ND
---
ND
29-Dec-10
0.46
1.0
---
ND
2.8
ND
ND
ND
ND
ND
29-Jun-11
0.46
1.0
---
ND
3.6
ND
ND
ND
ND
ND
01-Nov-11
0.46
1.0
---
ND
2.9
ND
ND
ND
ND
ND
01-May-12
0.46
1.0
---
ND
3.0
ND
ND
ND
ND
ND
07-Nov-12
0.193
1.00
---
---
2.52
ND
ND
ND
---
ND
09-May-13
0.46
1.0
---
ND
1.9
ND
ND
ND
---
ND
07-Nov-13
0.46
1.0
---
---
1.8
ND
ND
ND
---
ND
05-Jun-14
0.46
1.0
---
ND
2.3
ND
ND
ND
ND
ND
20-Nov-14
0.46
1.0
---
---
1.1
ND
ND
ND
ND
ND
Toluene
29-Jun-11
0.26
1.0
---
ND
ND
ND
ND
ND
0.76 J
ND
NC 2L = 600 µg/L (1 / 11 / 10)
01-Nov-11
0.26
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.26
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.122
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.26
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.26
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.26
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.26
1.0
---
---
ND
ND
ND
ND
ND
ND
Trichloroethene
30-Dec-09
0.1
1.0
---
ND
8.0
ND
ND
0.2
J
---
ND
NC 2L = 3 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
6.4
ND
ND
ND
---
ND
29-Dec-10
0.47
1.0
---
ND
10.1
ND
ND
ND
ND
ND
29-Jun-11
0.47
1.0
---
ND
14.6
ND
ND
ND
ND
ND
01-Nov-11
0.47
1.0
---
ND
10.2
ND
ND
ND
ND
ND
01-May-12
0.47
1.0
---
ND
11.6
ND
ND
ND
ND
ND
07-Nov-12
0.161
1.00
---
---
9.97
ND
ND
ND
---
ND
09-May-13
0.47
1.0
---
ND
8.4
ND
ND
ND
---
ND
07-Nov-13
0.47
1.0
---
---
8.0
ND
ND
ND
---
ND
05-Jun-14
0.47
1.0
---
ND
8.9
ND
ND
ND
ND
ND
20-Nov-14
0.47
1.0
---
---
5.1
ND
ND
ND
ND
ND
Trichlorofluoromethane
29-Jun-11
0.20
1.0
---
ND
0.95
J
ND
ND
ND
ND
ND
NC 2L = 2000 µg/L (1/11/10)
01-Nov-11
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.157
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.20
1.0
---
ND
0.66
J
ND
ND
ND
---
ND
07-Nov-13
0.20
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.20
1.0
---
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 5 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Analyte
Sample
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks 11
Vinyl chloride
30-Dec-09
0.1
1.0
---
ND
4.0
2.8
4.1
26.2
---
ND
NC 2L = 0.03 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
2.2
3.0
ND
26.7
---
ND
29-Dec-10
0.62
1.0
---
ND
3.5
2.4
4.7
25.6
ND
ND
29-Jun-11
0.62
1.0
---
ND
2.8
2.8
4.6
28.7
ND
ND
01-Nov-11
0.62
1.0
---
ND
5.1
2.6
6.9
24.0
ND
ND
01-May-12
0.62
1.0
---
ND
3.5
2.0
4.8
21.8
ND
ND
07-Nov-12
0.127
1.00
---
---
7.94
2.73
6.99
29.9
---
ND
09-May-13
0.62
1.0
---
ND
2.8
1.9
4.2
18.6
---
ND
07-Nov-13
0.62
1.0
---
---
6.3
2.1
6.0
21.9
---
ND
05-Jun-14
0.62
1.0
---
ND
7.1
5.6
8.9
21.9
ND
ND
20-Nov-14
0.62
1.0
---
---
5.2
2.1
5.3
16.2
ND
ND
Xylene (Total)
30-Dec-09
0.3
4.0
---
ND
ND
ND
3.5 J
ND
---
ND
NC 2L = 500 µg/L (1/11/10)
01-Jun-10
0.3
4.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.66
2.0
---
ND
0.89
J ND
ND
ND
ND
ND
07-Nov-12
0.179
5.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.66
5.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.66
5.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.66
5.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.66
5.0
---
---
ND
ND
ND
ND
ND
ND
Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2L Standard is the groundwater quality standard established under 15A NCAC 2L.
4. MW = Monitoring well.
5. Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
6. ND = Not detected at the laboratory's detection limit.
7. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
8. B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
9. Bold values are greater than the NC 2L Standard or GWPS.
10. DL = Detection limit.
11. GWPS = Groundwater Protection Standard (GWPS is used when the NC 2L Standard has not been established.)
12. --- = Monitoring well was no sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 6 of 6 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Inorganic Compounds
Antimony
30-Dec-09
1.2
6.0
1.5
B
6.4
B
NS
1.4
J
NC 2B = NE µg/L (05/01/07)
01-Jun-10
1.2
6.0
6.7
B
2.5
B
NS
3.9
J
29-Dec-10
2.6
6.0
ND
ND
ND
ND
29-Jun-11
5.0
6.0
ND
ND
ND
ND
01-Nov-11
5.0
6.0
ND
ND
ND
ND
01-May-12
5.0
6.0
ND
ND
ND
ND
07-Nov-12
0.48
6.0
ND
ND
ND
ND
09-May-13
5.0
6.0
ND
ND
ND
ND
07-Nov-13
5.0
6.0
ND
ND
ND
ND
05-Jun-14
5.0
6.0
ND
ND
ND
ND
20-Nov-14
3.8
6.0
ND
ND
ND
ND
Arsenic
07-Nov-12
0.094
10.0
0.17
B
0.26
B
0.24
B
1.0
J
NC 2B = 50 µg/L (05/01/07)
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Barium
30-Dec-09
1.1
100
25.1
J
34
J
NS
3.4
1
NC 2B = NE µg/L (05/01/07)
01-Jun-10
1.1
100
28.8
J
31.5
J
NS
2.0
J
29-Dec-10
0.20
100
22.3
B
27.8
B
27.9
B
11.3
J
29-Jun-11
5.0
100
40.0
J
39.4
J
39.3
J
ND
01-Nov-11
5.0
100
30.1
J
35.2
J
34.3
J
ND
01-May-12
5.0
100
66.1
J
35.4
J
33.3
J
ND
07-Nov-12
0.39
100
27.6
B
31.5
B
29.9
B
12.2
J
09-May-13
5.0
100
33.6
J
33.8
J
32.6
J
ND
07-Nov-13
5.0
100
36.6
J
32.0
J
29.8
J
ND
05-Jun-14
5.0
100
31.2
J
35.8
J
33.6
J
ND
20-Nov-14
2.5
100
26.6
J
31.2
J
29.4
J
ND
Cadmium
30-Dec-09
0.2
1.0
ND
ND
NS
ND
NC 2B = 2 µg/L (05/01/07)
01-Jun-10
0.2
1.0
0.9
B
0.4
B
NS
0.4
J
29-Dec-10
0.50
1.0
ND
ND
ND
ND
29-Jun-11
1.0
1.0
ND
ND
ND
ND
01-Nov-11
1.0
1.0
ND
ND
ND
ND
01-May-12
1.0
1.0
ND
ND
ND
ND
07-Nov-12
0.026
1.000
ND
ND
ND
ND
09-May-13
1.0
1.0
ND
ND
ND
ND
07-Nov-13
1.0
1.0
ND
ND
ND
ND
05-Jun-14
1.0
1.0
ND
ND
ND
ND
20-Nov-14
0.5
1.0
ND
ND
ND
ND
Chromium
30-Dec-09
0.7
10.0
ND
ND
NS
ND
NC 2B = 50 µg/L (05/01/07)
01-Jun-10
0.7
10.0
1.7
J
1.2
J
NS
ND
29-Dec-10
0.40
10.0
0.69
J
0.53
J
0.41
J
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.030
10.0
0.29
B
0.13
B
0.11
B
0.099
J
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
2.7
J
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 3 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Cobalt
30-Dec-09
0.7
10.0
ND
ND
NS
ND
NC 2B =
NE µg/L (05/01/07)
01-Jun-10
0.7
10.0
ND
ND
NS
ND
29-Dec-10
0.60
10.0
ND
1.8
J
1.9
J
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.053
10.0
0.34
B
0.76
B
0.76
B
0.24
J
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Copper
30-Dec-09
2.0
10.0
ND
ND
NS
ND
NC 2B =
7 µg/L (05/01/07)
01-Jun-10
2.0
10.0
6.9
B
5.8
B
NS
4.8
1
29-Dec-10
0.30
10.0
0.38
J
ND
ND
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.093
10.0
0.27
B
0.38
B
0.38
B
1.23
J
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Lead
30-Dec-09
2.0
10.0
ND
ND
NS
ND
NC 2B =
25 µg/L (05/01/07)
01-Jun-10
2.0
10.0
2.7
B
2.8
B
NS
3.2
J
29-Dec-10
4.0
10.0
ND
ND
ND
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.025
10.0
0.071
B
0.049
B
0.060
B
0.58
J
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Nickel
07-Nov-12
0.26
50.0
0.46
B
0.39
B
0.35
B
0.84
J
NC 2B =
88 µg/L (05/01/07)
09-May-13
5.0
50.0
ND
ND
ND
ND
07-Nov-13
5.0
50.0
ND
ND
ND
ND
05-Jun-14
5.0
50.0
ND
ND
ND
ND
20-Nov-14
2.5
50.0
ND
ND
ND
ND
Vanadium
30-Dec-09
0.4
25.0
2.0
J
0.8
J
NS
ND
NC 2B =
NE µg/L (05/01/07)
01-Jun-10
0.4
25.0
2.2
J
2.4
J
NS
ND
29-Dec-10
0.20
25.0
0.67
B
0.37
B
0.62
B
0.26
J
29-Jun-11
5.0
25.0
ND
ND
ND
ND
01-Nov-11
5.0
25.0
ND
ND
ND
ND
01-May-12
5.0
25.0
ND
ND
ND
ND
07-Nov-12
0.085
25.0
0.63
J
0.44
J
0.52
J
ND
09-May-13
5.0
25.0
7.8
J
9.1
J
9.4
J
ND
07-Nov-13
5.0
25.0
ND
ND
ND
ND
05-Jun-14
5.0
25.0
ND
ND
ND
ND
20-Nov-14
2.5
25.0
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 3 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Zinc
30-Dec-09
2.7
10.0
6.7
B
ND
NS
4.7
J
NC 2B = 50 µg/L (05/01/07)
01-Jun-10
2.7
10.0
6.7
J
8.7
J
NS
ND
29-Dec-10
0.40
10.0
ND
1.2
B
1.2
B
12.5
29-Jun-11
10.0
10.0
ND
ND
ND
10.5
01-Nov-11
10.0
10.0
ND
ND
ND
ND
01-May-12
10.0
10.0
ND
ND
ND
ND
07-Nov-12
1.31
10.0
ND
ND
1.56
J
ND
09-May-13
10.0
10.0
ND
ND
ND
ND
07-Nov-13
10.0
10.0
ND
ND
ND
ND
05-Jun-14
10.0
10.0
ND
ND
ND
ND
20-Nov- 14
5.0
10.0
ND
ND
ND
ND
Organic Compounds
Acetone
29-Jun-11
2.2
100
2.8
B
3.3
B
4.4
B
5.3
1
NC 2B = NE µg/L (05/01/07)
01-Nov-11
2.2
100
ND
ND
ND
14.6
1
01-May-12
2.2
100
ND
ND
ND
ND
07-Nov-12
0.193
100
ND
ND
ND
ND
09-May-13
10.0
100
ND
ND
ND
12.0
J
07-Nov-13
10.0
100
ND
ND
ND
ND
05-Jun-14
10.0
100
ND
ND
ND
ND
20-Nov-14
10.0
100
ND
ND
ND
ND
cis-1,2-Dichloroethene
30-Dec-09
0.1
5.0
ND
ND
NS
ND
NC 2B = NE µg/L (05/01/07)
01-Jun-10
0.1
5.0
ND
ND
NS
ND
29-Dec-10
0.19
5.0
ND
0.39
J
ND
ND
29-Jun-11
0.19
5.0
0.26
J
0.30
J
0.33
J
ND
01-Nov-11
0.19
5.0
ND
ND
ND
ND
01-May-12
0.19
5.0
0.31
B
ND
ND
0.21 (ND)
J
07-Nov-12
0.103
5.00
ND
ND
ND
ND
09-May-13
0.19
5.0
ND
ND
ND
ND
07-Nov-13
0.19
5.0
ND
0.38
J
ND
ND
05-Jun-14
0.19
5.0
ND
0.33
J
ND
ND
20-Nov-14
0.19
5.0
ND
0.49
J
ND
ND
Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2B Standard is the surface water quality standard. Classification is currently Freshwater Aquatic Life.
4. NS = Not sampled.
5. SMP = Surface water monitoring point.
6. Blanks = Quality control blanks, including trip, field, and laboratory blanks.
The listed concentration is the highest value reported in all blanks associated with the samples.
7. ND = Not detected at the laboratory's detection limit.
8. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
9. B = Blank Qualifed
10. Shaded values are greater than the established NC 2B Surface Water Quality Standards.
11. DL = Detection limit.
12. NE = Not established.
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 3 Joyce Engineering

TABLE 5
SUMMARY OF MNA CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
Alkalinity, Total as CaCO3
Jun-14
1000.0
5000
---
4600
J
148000
147000
160000
186000
(ug/L)
Nov-14
1000.0
5000
---
---
159000
151000
159000
181000
Sulfate
Jun-14
2000
250000
---
6500
J
ND
ND
ND
ND
(ug/L)
Nov-14
1000
250000
---
---
1760
J 1730
J 1870 J
1560 J
Nitrogen, Nitrate
Jun-14
20.0
1000
---
72
J
56
J ND
ND
ND
(ug/L)
Nov-14
10.0
1000
---
---
45
J ND
ND
ND
Methane
Jun-14
3.3
6.6
---
---
5530
254
242
515
(ug/L)
Nov-14
3.3
6.6
---
---
4980
159
182
186
Chloride
Jun-14
1000
1000
---
2220
11200
25900
16800
15600
(ug/L)
Nov-14
500
1000
---
---
17100
27900
17300
17100
Total Organic Carbon
Jun-14
1000
1000
---
3100
10600
8300
1500
8200
(ug/L)
Nov-14
500
1000
---
---
2150
1750
1370
1100
Hydrogen
Jun-14
0.13
0.6
---
---
1.5
1.2
120
3.5
(nM)
Nov-14
0.13
0.6
---
---
2.0
1.1
4.4
1.4
BOD, 5 day
Jun-14
2000
2000
---
ND
ND
ND
ND
ND
(ug/L)
Nov-14
2000
2000
---
---
4900
ND
ND
ND
Chemical Oxygen Demand
Jun-14
12500
25000
---
ND
ND
ND
ND
ND
(ug/L)
Nov-14
12500
25000
---
---
ND
ND
431000
ND
Notes:
MW = Monitoring well.
Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
ND = Not detected at the laboratory's detection limit.
J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
DL = Detection limit.
QL = Quantitation limit (NC SWSL).
--- = Monitoring well was not sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 1 Joyce Engineering

TABLE 6
BIODEGRADATION SCREENING MATRIX
Town of Kernersville Closed Landfill
Permit #34-04
Parameter
Concentration
in Plume
Interpretation
Possible Points
Points
Awarded with
DP Points
Points
Awarded
w/out DP
Points
Oxygen
< 0.5 mg/L
Tolerated, suppresses the reductive pathway at higher
concentrations
3
0
0
> 5 mg/L
Not tolerated, vinyl chloride may be oxidized aerobically
-3
0
0
Nitrate
< 1 mg/L
At higher concentrations may compete with reductive pathway
2
2
2
Iron II (Ferrous Iron)
> 1 mg/L
Reductive pathway possible; vinyl chloride may be oxidized under
Fe (III) - reducing conditions
3
3
3
Sulfate
< 20 mg/I
At higher concentrations may compete with reductive pathway
2
0
0
Sulfide
> 1 mg/L
Reductive pathway possible
3
0
0
Methane
< 0.5 mg/L
Vinyl chloride oxidizes
0
0
0
> 0.5 mg/L
Ultimate reductive daughter product, vinyl chloride accumulates
3
3
3
Oxidation Reduction Potential
< 50 mV
Reductive pathway possible
1
0
0
<-100 mV
Reductive pathway likely
2
0
0
pH
5 < pH > 9
Optimal range for reductive pathway
0
0
0
5 > ph < 9
Outside optimal range for reductive pathway
-2
0
0
TOC
> 20 mg/L
Carbon and enegy source; drives dechlorination; can be natural
or anthropogenic
2
0
0
Temperature
> 200C
At T> 200C, biochemical process is accelerated
1
0
0
Carbon Dioxide (CO2)
> 2x background
Ultimate oxidative daughter product
1
0
0
Alkalinity
> 2x background
Results from interaction between CO2 and aquifer minerals
1
1
1
Chloride
> 2x background
Daugher product of organic chlorine
2
2
2
Hydrogen
> 1 nM
Reductive pathway possible
3
3
3
< 1 nM
Vinyl chloride oxidizes
0
0
0
Volatile Fatty Acids
> 0.1 mg/L
Intermediates resulting from biodegradation of more complex
compounds; carbon and energy source
2
0
0
BTEX
> 0.1 mg/L
Carbon and enegy source; drives dechlorination
2
0
0
Tetrachloroethane (PCE)
---
Material released
0
0
0
Trichloroethane (TCE)
---
Material released
0
0
0
Daughter product of PCE
2
2
2
Dichloroethane (DCE)
---
Material released
0
0
0
Daughter product of TCE
2
2
2
Dichloroethene, cis-1,2
---
Material released
0
0
0
Daughter product of trichlorethene
2
2
2
Vinyl Chloride
---
Material released
0
0
0
Daughter product of DCE
2
2
2
1,1,1-Trichloroethane (TCA)
---
Material released
0
0
0
1,1-Dichloroethane (DCA)
---
Material released
0
0
0
Daughter product of TCA
2
2
2
Chloroethane
---
Daughter product of dichloroethane or vinyl chloride under
reducing conditions
2
2
2
Ethene/Ethane
> 0.01 mg/L
Daughter products of vinyl chloride/ethene
2
0
0
> 0.1 mg/L
3
0
0
Chloroform
---
Material released
0
0
0
Daughter product of carbon tetrachloride
2
0
0
Dichloromethane (MC)
---
Material released
0
0
0
(Methylene Chloride)
Daughter product of chloroform
2
0
0
Total Points Awarded:
26
26
mg/L = miligrams per Liter
mV = millivolts
nM = Nanometer
C = Celcius
NA = Not analyzed
BTEX = Sum of benzene, toluene,
ethylbenzene and total xylenes
NOTE: Chloroethane, methane, TCE, DCE, cis-1,2-DCE, MC, VC, DCA and CO2
are all present in the plume; however, it is uncertain whether these are
primary leachate constituents or daughter products (DPs); therefore we
have two calculations columns. The first column assumes all of these are
daughter products, and the second column assumes none of them. The
true score is presumably between the two.
This screening matrix is prepared in general accordance with the USEPA's Table 2.3 Analytical Parameters and
Weighted for Preliminary Screening for Anaerobic Biodegradation Process presented in the EPA's Technical
Protocol for Evaluating Natural Attenuation of Chlorinated Solvents in Groundwater, September 1988.
SCORE:
Evidence of Natural
Attentuation
< 5
Inadequate
6-14
Limited
15-19
Adequate
>20
Strong
Page 1 of 1