3404_ForsythCoKernersvilleWQMR_GWMR_DIN28654_20161221

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March 31, 2017
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: December 2016 Water Quality Monitoring Report
Town of Kernersville Landfill, Permit No. 34-04
Forsyth County, North Carolina
WR Project No. 06140180.11

Dear Ms. Drummond:

On behalf of the Town of Kernersville, WithersRavenel appreciates the opportunity to submit
the attached December 2016 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 December 2016 sampling event, and historic data from the semiannual sampling events performed in 2015 and in July 2016. Also attached is the North Carolina Environmental Monitoring Reporting Form for the December 2016 monitoring
event.

Please contact me at 919.469.3340 or [e-mail] with comments, questions or requests.

Sincerely
WithersRavenel

Attachment

Copy to: Thad Buck –Town of Kernersville, Solid Waste Superintendent
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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 SECOND SEMIANNUAL SAMPLING EVENT OF 2016 ...................................................................... 3
3.1 Field Services .................................................................................................................................................. 3
3.2 Quality Control .............................................................................................................................................. 4
4.0 ANALYTICAL RESULTS .................................................................................................................................. 4
4.1 Groundwater .................................................................................................................................................. 4
4.2 Surface Water ................................................................................................................................................ 4
5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA) ........................................... 5
5.1 MNA Parameters .......................................................................................................................................... 5
5.2 Biodegradation Screening Matrix ........................................................................................................... 6
6.0 FINDINGS ............................................................................................................................................................ 6
7.0 REFERENCES ...................................................................................................................................................... 7

Figures
Figure 1 General Location Map
Figure 2 Monitoring Well Location Map
Figure 3A Potentiometric Map July 2016
Figure 3B Potentiometric Map December 2016
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

Appendices
Appendix I Laboratory Analytical Reports and Field Data Logs
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
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Second Semiannual Water Quality Report WR Project Number 06140180.11
Town of Kernersville Closed Landfill, Permit 34-04 March 2017
Page 1 of 7
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 City 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 Providence
(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).

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 (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
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Second Semiannual Water Quality Report WR Project Number 06140180.11
Town of Kernersville Closed Landfill, Permit 34-04 March 2017
Page 2 of 7
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 well MW-1 was replaced (by MW-6) due to MW-1’s slow
recharge, low well volumes or even 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. 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
• Volatile fatty acids;
• Dissolved hydrogen;
• 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 GWPs, where appropriate.
2.2 Surface Water Monitoring Program
Surface water at the landfill is monitored semiannually 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.

These surface water monitoring points are summarized below, along with their current
monitoring program status.

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Second Semiannual Water Quality Report WR Project Number 06140180.11
Town of Kernersville Closed Landfill, Permit 34-04 March 2017
Page 3 of 7
Surface Water Designation Classification
SW-1 Upstream/Compliance
SW-2 Compliance
SW-3 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 and Wetlands of NC as listed in 15A NCAC 2B
(2B Standards).
3.0 SECOND SEMIANNUAL SAMPLING EVENT OF 2016
3.1 Field Services
On December 21, 2016, WithersRavenel (WR) personnel returned to the facility to purge and
sample monitor wells MW-1, MW-2, MW-3S, MW-3D, MW-4, MW-5 and MW -6 and 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 volume of water encountered within the well, MW-1 was measured for a 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, data reported during
the Initial Semiannual Sampling Event (July 2016) is included in the tables, and illustrated on some of
the figures. Figure 3A, Potentiometric Map (July 2016) illustrates estimated groundwater flow
across the landfill site based on the reported groundwater surface elevations during the July 2016
sampling event. Figure 3B, Potentiometric Map (December 2016) illustrates estimated
groundwater flow across the landfill site based on the reported groundwater surface elevations
during the December 2016 sampling event. As shown on both figures, groundwater appears to
be flowing in a southwesterly direction towards an unnamed tributary of Belews Creek. Table 3,
Historical Groundwater Elevations presents groundwater surface elevations reported by
JOYCE between 2009 and 2015, and by WR in 2016.

The wells were purged and sampled using either disposable bailers or a peristaltic 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 peristaltic pump
into laboratory-cleaned 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 40C, and delivered to a State of North Carolina-certified
laboratory (Pace 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.
WithersRavenel
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Second Semiannual Water Quality Report WR Project Number 06140180.11
Town of Kernersville Closed Landfill, Permit 34-04 March 2017
Page 4 of 7
Samples were collected initially from the downstream sample location (SW-2), and proceeding
upstream, to sample location SW –3, and then to sample location SW-1. Again, surface water
sample locations are depicted on Figure 2. After sample collection, the samples were placed in a
laboratory-provided cooler, chilled on ice to approximately 40C, and submitted to Pace
Laboratories under standard COC protocol.
3.2 Quality Control
One Field Blank was collected by WR personnel as part of the December 2016 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 I 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 their 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 December 2106 sampling event.
All concentrations are reported in micrograms per liter (µg/L). Concentrations detected above
the 2L Standard or GWPs are illustrated in “bold”.

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.
4.2 Surface Water
Surface water samples were analyzed for the Appendix I list only. There were no constituents
detected with concentrations at, or above, the 2B Standard in the surface water samples collected
during the December 2016 sampling events. In general, the results are 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.

Constituent Referenced
Standard
Background
Well
Compliance Wells
(2L/GWP) MW-6 MW-2 MW-3S MW-3D MW-4 MW-5
Benzene 1.0 <0.25 4.2 <0.25 <0.25 <0.25 <0.25
1,1,-Dichloroethane 6.0 <0.32 16.8 <0.32 <0.32 <0.32 <0.32
1,2-Dichloropropane 0.6 <0.27 4.0 <0.27 1.1 <0.27 <0.27
Trichloroethene 3 <0.47 4.2 <0.47 <0.47 <0.47 <0.47
Vinyl chloride 0.03 <0.62 3.2 2.2 8.2 14.5 <0.62
Vanadium 0.3 6.8 <2.5 31.6 <2.5 <2.5 7.0
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Second Semiannual Water Quality Report WR Project Number 06140180.11
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Page 5 of 7
5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA)
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. MW-
6 was dry and was not sampled.

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.

In response to the Corrective Action Evaluation Report (CAER) submitted by JOYCE in October
2016, the Section agreed to reduce the sampling frequency of several MNA parameters from
semiannually (twice per year) to triannually (every three years). The MNA parameters reduced to
triannual sampling, meaning they would be sampled again in 2019, included: • BOD;
• COD;
• Ethane, ethene, and methane; • Dissolved carbon dioxide;
• Volatile fatty acids; and
• Ferrous iron.

As shown on Table 6, Summary of MNA Constituents, WR sampled for the full list of MNA
parameters during the July 2016 sampling event but not during the December 2016 sampling
event. Laboratory reports and field data forms are included in the Appendix.

WithersRavenel
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Second Semiannual Water Quality Report WR Project Number 06140180.11
Town of Kernersville Closed Landfill, Permit 34-04 March 2017
Page 6 of 7
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,

• 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 December 2016 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 the Appendix. As shown, the scores
ranged from 12 to 24 (characterized as “limited evidence of natural attenuation” to “strong
evidence of natural attenuation”). The mid-range (or average score of 18), indicates there is
“adequate evidence of natural attenuation”.
6.0 FINDINGS
Target analytes detected above their respective 2L Standards and/or GWPs in groundwater
samples collected during the December 2016 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 2017.

WithersRavenel
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Second Semiannual Water Quality Report WR Project Number 06140180.11
Town of Kernersville Closed Landfill, Permit 34-04 March 2017
Page 7 of 7
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.

FIGURES

WASTE
DISPOSAL
BOUNDARY FORSYTH COUNTYGUILFORD COUNTYMDF
SMB
DRAWN BY:
10/18/2016 06140180.11
1
FACILITY
BOUNDARY
SCALE:FIGURE NO.:
PROJECT NO.:DATE:APPROVED BY:
GENERAL LOCATION MAP
WithersRavenel
Engineers | Planners | Surveyors
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1"=1000 '
GRAPHIC SCALE
1 inch = 1000 ft.
0 1000500 2000
TOWN OF KERNERSVILLE
CLOSED LANDFILL - PERMIT #34-04
GOODWILL CHURCH ROAD
KERNERSVILLE, GUILFORD/FORSYTH COUNTY, NC

TABLES

1 of 1
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 2 10.46 10.46 - 20.46 20.46 804.87
Notes:
1)ft-bTOC = Feet below top of casing
2)MSL = Mean sea level
3)
WR Project # 06140180.11
Data, including "Top of Casing Elevation", reproduced from Second Semiannual Water Quality Monitoring
Report of 2014; Joyce Engineering; March 10, 2015.
TABLE 1
MONITORING WELL CONSTRUCTION DETAILS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
1 of 1
DEPTH TO
WATER
(ft-bTOC)
GROUNDWATER
SURFACE
ELEVATION
(feet above MSL)
DEPTH TO
WATER
(ft-bTOC)
GROUNDWATER
SURFACE
ELEVATION
(feet above MSL)
MW-1 24.96 - 34.96 806.42 33.91 772.51 34.47 771.95
MW-2R 3.18 - 13.18 762.19 4.01 758.18 3.85 758.34
MW-3S 14.00 - 24.00 764.57 14.04 750.53 14.00 750.57
MW-3D 36.96 - 56.96 764.56 12.32 752.24 12.46 752.10
MW-4 4.40 - 14.40 760.26 7.00 753.26 7.00 753.26
MW-5 6.36 - 11.36 773.32 11.36 761.96 3.41 769.91
MW-6 10.46 - 20.46 804.87 20.46 784.41 20.22 784.65
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.
WR Project # 06140180.11
7/29/2016
TABLE 2
GROUNDWATER SURFACE ELEVATIONS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
12/22/2016
SCREENED
INTERVAL
(ft-bTOC)
TOP OF CASING
ELEVATION
(feet above MSL)
WELL ID
1 of 2
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
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
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
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
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
MW-3D 764.56
MW-3S 764.57
MW-2 762.19
MW-1 806.42
WELL ID Top of Casing
Elevation (feet)Date Depth to
Groundwater (feet)
Groundwater
Elevation (feet)
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
2 of 2
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
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
12/30/2009 18.21 786.66
6/1/2010 16.55 788.32
11/16/2010 16.94 787.93
12/29/2010 17.50 787.37
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
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
MW-6 804.87
MW-5 773.32
MW-4 760.26
Top of Casing
Elevation (feet)Date Depth to
Groundwater (feet)
Groundwater
Elevation (feet)WELL ID
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Page 1 of 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 Result Qual Result Qual
7/29/2016 <3.8 <2.5 292 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
12/21/2016 <3.8 <2.5 262 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
7/29/2016 <3.8 <2.5 115 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
12/21/2016 <3.8 <2.5 91.4 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
EXTRA*7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
DUPLICATE **7/29/2016 <3.8 <2.5 170 <0.5 1.9 12.9 5.1 14.5 <2.5 6.0 <5 <2.5 <5 31.6 314
7/29/2016 <3.8 <2.5 40.9 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
12/21/2016 <3.8 <2.5 41.2 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
7/29/2016 <3.8 <2.5 92.6 <0.5 <0.5 5.2 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
12/21/2016 <3.8 <2.5 <2.5 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
7/29/2016 <3.8 <2.5 108 <0.5 <0.5 6 11.2 19.9 17.5 <2.5 <5 <2.5 <5 24.7 46.6
12/22/2016 <3.8 <2.5 58.6 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 13.4
Duplicate ***12/22/2016 <3.8 <2.5 110 <0.5 <0.5 <2.5 <2.5 <2.5 5 <2.5 <5 <2.5 <5 7 16
7/29/2016 <3.8 <2.5 146 <0.5 <0.5 5.8 <2.5 <2.5 12.6 <2.5 <5 <2.5 <5 16.8 25.1
12/22/2016 <3.8 <2.5 108 <0.5 <0.5 <2.5 <2.5 <2.5 6 <2.5 <5 <2.5 <5 6.8 14.3
Trip Blank 7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Field Blank 12/22/2016 <3.8 <2.5 <2.5 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 13.3
Notes:
1)All results provided in µg/L (micrograms per liter) or parts per billion * =Laboratory blind duplicated sample of MW-3S
2)2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L **=Laboratory blind duplicated sample of MW-3S
3)Interim Maximum Allowable Concentration (IMAC)***=Laboratory blind duplicated sample of MW-5
4)GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5)NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6)Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
H1=Analysis conducted outside the EPA method holding time.
NA Not Analyzed by Method Shown M1=Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample recovery.
Result Result Exceeds 2L Standard or GWP N2=The lab does not hold TNI accreditation for this parameter.
D3=Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.Cadmium7440-43-9 Chromium7440-47-3 Thallium7440-28-0CAS #Nickel7440-02-0 Selenium7782-49-2 Silver7440-22-4Cobalt7440-48-4 Copper7440-50-8 Lead7439-92-1BerylliumContaminant Of Concern
Analytical Method
MW-2 Antimony7440-36-0 Arsenic7440-38-2 Barium7440-39-3 7440-41-7
1 3 10 700 4 3 2 10 1 3 1,000 15 100 20 20 0.2
MW-6
2L Standard/GWP (µg/L)
MW-3S
MW-3D
MW-4
MW-5 VanadiumZinc7440-62-2 7440-66-6
0.3 3 1,000
EPA 6010
TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Page 2 of 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
7/29/2016 <10 <1.9 4.2 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
12/21/2016 <10 <1.9 4.2 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
12/21/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 1.1 <0.54 <0.14
EXTRA*7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
DUPLICATE **7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
12/21/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
12/21/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
12/22/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
Duplicate ***12/22/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
12/22/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
Trip Blank 7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
Field Blank 12/22/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14
Notes:
1)All results provided in µg/L (micrograms per liter) or parts per billion * =Laboratory blind duplicated sample of MW-3S
2)2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L **=Laboratory blind duplicated sample of MW-3S
3)Interim Maximum Allowable Concentration (IMAC)***=Laboratory blind duplicated sample of MW-5
4)GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5)NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6)Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
H1=Analysis conducted outside the EPA method holding time.
NA Not Analyzed by Method Shown M1=Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample recovery.
Result Result Exceeds 2L Standard or GWP N2=The lab does not hold TNI accreditation for this parameter.
D3=Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.
NE 1 0.6 4 0.6 4 100 4,000AcetoneAcrylonitrileBenzene67-64-1 107-13-1 71-43-2 BromochloromethaneBromodichloromethaneBromoformBromomethane74-97-5 75-27-4 75-25-2 74-83-9 56-23-5 ChloroformCarbon tetrachlorideChloroethaneChlorobenzeneCarbon disulfide67-66-375-00-3108-90-778-93-3 75-15-02-Butanone (MEK)Analytical Method
Contaminant Of Concern
CAS #
2L Standard/GWP (µg/L)
EPA 8260
706,000
MW-2
MW-3S
MW-3D
MW-4
MW-5
MW-6
700 0.3 50 3,000
TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Page 3 of 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
7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 3.8 <1.0 15.7 <0.24 <0.56 34.3 1.1
12/21/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 3.8 <1.0 16.8 <0.24 <0.56 37.2 1.2
7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 1.7 <1.0 <0.32 <0.24 <0.56 7.1 <0.49
12/21/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 1.8 <1.0 <0.32 <0.24 <0.56 7.3 <0.49
EXTRA*7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
DUPLICATE **7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 1.5 <1.0 <0.32 <0.24 <0.56 7.3 <0.49
7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 3.5 <1.0 2.7 <0.24 <0.56 45.7 <0.49
12/21/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 3.7 <1.0 2.8 <0.24 <0.56 48.5 <0.49
7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 2.1 <1.0 1.9 <0.24 <0.56 16.4 <0.49
12/21/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 2.2 <1.0 2 <0.24 <0.56 18.2 <0.49
7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49
12/22/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49
Duplicate ***12/22/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49
7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49
12/22/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49
Trip Blank 7/29/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49
Field Blank 12/22/2016 <0.11 <2.0 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49
Notes:
1)All results provided in µg/L (micrograms per liter) or parts per billion * =Laboratory blind duplicated sample of MW-3S
2)2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L **=Laboratory blind duplicated sample of MW-3S
3)Interim Maximum Allowable Concentration (IMAC)***=Laboratory blind duplicated sample of MW-5
4)GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5)NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6)Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
H1=Analysis conducted outside the EPA method holding time.
NA Not Analyzed by Method Shown M1=Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample recovery.
Result Result Exceeds 2L Standard or GWP N2=The lab does not hold TNI accreditation for this parameter.
D3=Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.1,4-DichlorobenzeneChloromethane1,2-Dibromo-3-chloropropaneContaminant Of Concern
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 75-35-4 156-59-2 156-60-5trans-1,2-Dichloroethene1,2-Dichloroethane70 20 6 NE0.4 0.022L Standard/GWP (µg/L)0.04
Analytical Method
trans-1,4-Dichloro-2-butene1,1-DichloroethaneEPA 8260
96-12-874-87-3 1,1-Dichloroethenecis-1,2-DichloroetheneDibromochloromethane1,2-Dibromoethane (EDB)Dibromomethane1,2-Dichlorobenzene3 1006770
MW-3S
MW-3D
MW-4
MW-5
MW-6
0.4
MW-2
TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Page 4 of 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
7/29/2016 3.6 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
12/21/2016 4.0 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
7/29/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
12/21/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
EXTRA*7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
DUPLICATE **7/29/2016 <1.0 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
7/29/2016 1.1 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
12/21/2016 1.1 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
7/29/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
12/21/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
7/29/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
12/22/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
Duplicate ***12/22/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
7/29/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
12/22/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
Trip Blank 7/29/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
Field Blank 12/22/2016 <0.27 <0.13 <0.26 <0.3 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26
Notes:
1)All results provided in µg/L (micrograms per liter) or parts per billion * =Laboratory blind duplicated sample of MW-3S
2)2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L **=Laboratory blind duplicated sample of MW-3S
3)Interim Maximum Allowable Concentration (IMAC)***=Laboratory blind duplicated sample of MW-5
4)GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5)NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6)Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
H1=Analysis conducted outside the EPA method holding time.
NA Not Analyzed by Method Shown M1=Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample recovery.
Result Result Exceeds 2L Standard or GWP N2=The lab does not hold TNI accreditation for this parameter.
D3=Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.Methylene Chloride4-Methyl-2-pentanone (MIBKStyrene1,1,1,2-Tetrachloroethane2-Hexanone10061-02-6 100-41-4 591-78-6
100 70 1,1,2,2-TetrachloroethaneTetrachloroetheneToluene79-34-5 127-18-4 108-88-3
EPA 8260
74-88-4
0.4 600trans-1,3-DichloropropeneEthylbenzeneMW-2
MW-3S
MW-3D
MW-4
MW-5
MW-6 IodomethaneAnalytical Method
Contaminant Of Concern
CAS #
2L Standard/GWP (µg/L)1 0.2 6000.740NE5
75-09-2 108-10-1 100-42-5 630-20-61,2-Dichloropropanecis-1,3-Dichloropropene78-87-5 10061-01-5
0.6 0.4
TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Page 5 of 5
Well ID Date Collected Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual
7/29/2016 <0.48 <0.29 4.0 <0.2 <0.41 <0.35 4.0 <0.66
12/21/2016 <0.48 <0.29 4.2 <0.2 <0.41 <0.35 3.2 <0.66
7/29/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 2.4 <0.66
12/21/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 2.2 <0.66
EXTRA*7/29/2016 NA NA NA NA NA NA NA NA
DUPLICATE **7/29/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 2.6 <0.66
7/29/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 6.6 <0.66
12/21/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 8.2 <0.66
7/29/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 14.9 <0.66
12/21/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 14.5 <0.66
7/29/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
12/22/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
Duplicate ***12/22/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
7/29/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
12/22/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
Trip Blank 7/29/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
Field Blank 12/22/2016 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
Notes:
1)All results provided in µg/L (micrograms per liter) or parts per billion * =Laboratory blind duplicated sample of MW-3S
2)2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L **=Laboratory blind duplicated sample of MW-3S
3)Interim Maximum Allowable Concentration (IMAC)***=Laboratory blind duplicated sample of MW-5
4)GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5)NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6)Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
H1=Analysis conducted outside the EPA method holding time.
NA Not Analyzed by Method Shown M1=Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample recovery.
Result Result Exceeds 2L Standard or GWP N2=The lab does not hold TNI accreditation for this parameter.
D3=Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.Xylene (Total)96-18-4 108-05-4 75-01-4 1330-20-7CAS #1,2,3-TrichloropropaneVinyl acetateContaminant Of Concern
Analytical Method
Vinyl chloride0.005 88
MW-6
2L Standard/GWP (µg/L)0.03 500
71-55-6 79-00-5
MW-2
MW-3S
MW-3D
MW-4
MW-5
200 0.6
EPA 8260
TrichloroetheneTrichlorofluoromethane79-01-6 75-69-4
3 2,0001,1,1-Trichloroethane1,1,2-Trichloroethane
Page 1 of 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
7/29/2016 <3.8 <2.5 33.7 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
12/21/2016 <3.8 <2.5 29.3 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
7/29/2016 <3.8 <2.5 39.1 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
12/21/2016 <3.8 <2.5 31.0 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
7/29/2016 <3.8 <2.5 37.9 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
12/21/2016 <3.8 <2.5 36.4 <0.5 <0.5 <2.5 <2.5 <2.5 <2.5 <2.5 <5 <2.5 <5 <2.5 <5
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.
NA Not Analyzed by Method Shown
Result Result Exceeds 2B Standard
2B Standard (µg/L)NE 10
SW-2
0.54 16 5 0.06 NE200,000 6.5 0.15 11 NE 2.7
SW-3
SW-1
7440-02-0 7782-49-2 7440-22-4 7440-28-07440-41-7 7440-43-9 7440-47-3 7440-48-4 7440-50-8 7439-92-1 7440-62-2 7440-66-6CAS #7440-36-0 7440-38-2 7440-39-3
Analytical Method
SeleniumSilverThalliumCadmiumChromiumCobaltCopperLeadNickelVanadiumZincEPA 6010 EPA 6010
Contaminant Of Concern
AntimonyArsenicBariumBerylliumNE 36
TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Page 2 of 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
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14 <0.11 <2.0
12/21/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14 <0.11 <2.0
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14 <0.11 <2.0
12/21/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14 <0.11 <2.0
7/29/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14 <0.11 <2.0
12/21/2016 <10 <1.9 <0.25 <0.17 <0.18 <0.26 <0.29 <0.96 <1.2 <0.25 <0.23 <0.54 <0.14 <0.11 <2.0
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.
NA Not Analyzed by Method Shown
Result Result Exceeds 2B Standard

140 NE NENENE1.6NENE51NE
SW-2
2B Standard (µg/L)NE NE NE
SW-3
SW-1
75-00-3 67-66-375-15-0 56-23-5 108-90-767-64-1 107-13-1 71-43-2 74-97-5 75-27-4CAS #ChloroformContaminant Of Concern
Bromomethane2-Butanone (MEK)Carbon disulfideCarbon tetrachlorideChlorobenzeneChloroethaneAcetoneAnalytical Method EPA 8260
Chloromethane1,2-Dibromo-3-chloropropane74-87-3 96-12-8
NE NEAcrylonitrileBenzeneBromochloromethaneBromodichloromethaneBromoform75-25-2 74-83-9 78-93-3
TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Page 3 of 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
7/29/2016 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49 <0.27 <0.13 <0.26 <0.3
12/21/2016 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49 <0.27 <0.13 <0.26 <0.3
7/29/2016 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49 <0.27 <0.13 <0.26 <0.3
12/21/2016 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49 <0.27 <0.13 <0.26 <0.3
7/29/2016 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49 <0.27 <0.13 <0.26 <0.3
12/21/2016 <0.21 <0.27 <0.21 <0.3 <0.33 <1.0 <0.32 <0.24 <0.56 <0.19 <0.49 <0.27 <0.13 <0.26 <0.3
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.
NA Not Analyzed by Method Shown
Result Result Exceeds 2B Standard
NENENENENENENE NE NENENENE470100NE2B Standard (µg/L)
SW-2
SW-3
SW-1
107-06-2 75-35-4 156-59-2 156-60-5 78-87-5 10061-01-5 10061-02-6 100-41-4106-93-4 74-95-3 95-50-1 106-46-7 110-57-6 75-34-3CAS #124-48-1
Contaminant Of Concern
Dibromochloromethane1,2-Dibromoethane (EDB)1,1-Dichloroethenecis-1,2-Dichloroethenetrans-1,2-Dichloroethene1,2-Dichloropropanecis-1,3-Dichloropropenetrans-1,3-DichloropropeneEthylbenzeneAnalytical Method EPA 8260
TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Dibromomethane1,2-Dichlorobenzene1,4-Dichlorobenzenetrans-1,4-Dichloro-2-butene1,1-Dichloroethane1,2-Dichloroethane
Page 4 of 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 Result Qual Result Qual
7/29/2016 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
12/21/2016 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
7/29/2016 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
12/21/2016 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
7/29/2016 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
12/21/2016 <0.46 <0.32 <0.97 <0.33 <0.26 <0.33 <0.4 <0.46 <0.26 <0.48 <0.29 <0.47 <0.2 <0.41 <0.35 <0.62 <0.66
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.
NA Not Analyzed by Method Shown
Result Result Exceeds 2B Standard

11 NE NE 30 NENENENENENE4.0 NE NE 2.4 NE2B Standard (µg/L)NE NE
SW-2
SW-3
SW-1
71-55-6 79-00-5 79-01-6 75-69-4108-10-1 100-42-5 630-20-6 79-34-5 127-18-4 108-88-3CAS #591-78-6 74-88-4 75-09-2 1,1,2-TrichloroethaneTrichloroetheneTrichlorofluoromethaneStyrene1,1,1,2-Tetrachloroethane1,1,2,2-TetrachloroethaneTetrachloroetheneToluene1,1,1-Trichloroethane2-HexanoneIodomethaneMethylene Chloride4-Methyl-2-pentanone (MIBK)Contaminant Of Concern
EPA 8260
1,2,3-TrichloropropaneVinyl acetateVinyl chlorideTABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
Analytical Method EPA 8260
Xylene (Total)96-18-4 108-05-4 75-01-4 1330-20-7
Page 1 OF 1
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
7/29/2016 <1000 82.7 <0.87 <0.77 2440 140,000 <500 H1,N2 10,100 <100 M3 7,710 <12,500 <10 2,900
12/21/2016 <1000 81.3 NA NA NA 138,000 NA 8,960 <100 NA NA <20 <500
7/29/2016 <1000 <10 <0.87 <0.77 56.4 149,000 <500 H1,N2 28,600 <100 3,210 <12,500 <10 4,180
12/21/2016 <1000 <10 NA NA NA 157,000 NA 30,100 <100 NA NA <20 <2,000 D3
EXTRA*7/29/2016 <1000 <10 <0.87 <0.77 74.1 147,000 <500 H1,N2 29,100 <100 <2000 <12,500 NA 2,090
DUPLICATE **7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
7/29/2016 <1000 <10 <0.87 <0.77 90 155,000 M1 <500 H1,N2 18,000 <100 <2000 <12,500 <10 <500
12/21/2016 <1000 <10 NA NA NA 164,000 NA 17,400 <100 M1 NA NA <20 <500
7/29/2016 <1000 <10 <0.87 <0.77 315 174,000 <500 H1,N2 17,800 <100 3,360 <12,500 <10 1,730
12/21/2016 <1000 <10 NA NA NA 183,000 NA 16,500 <100 NA NA <20 <500
7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
12/22/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
Duplicate ***12/22/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
7/29/2016 6,750 20.1 <0.87 <0.77 <0.49 8,520 <500 H1,N2 1,840 <100 <2000 <12,500 <10 2,540
12/22/2016 8,260 86.8 NA NA NA 6,650 NA 1,580 <100 NA NA <20 <2,000 D3
Trip Blank 7/29/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
Field Blank 12/22/2016 NA NA NA NA NA NA NA NA NA NA NA NA NA
Notes:
1)All results provided in µg/L (micrograms per liter) or parts per billion * =Laboratory blind duplicated sample of MW-3S
2)2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L **=Laboratory blind duplicated sample of MW-3S
3)Interim Maximum Allowable Concentration (IMAC)***=Laboratory blind duplicated sample of MW-5
4)GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5)NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6)Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
NA Not Analyzed by Method Shown H1=Analysis conducted outside the EPA method holding time.
Result Result Exceeds 2L Standard or GWP M3=Matrix spike recovery was outside laboratory control limits due to matrix interference.
N2=The lab does not hold TNI accreditation for this parameter.
D3=Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.
NENE300250,000 NE NE NE2L Standard/GWP (µg/L)250,000 10000 2
MW-5
NENENENE
MW-2
MW-3S
MW-6
MW-3D
MW-4
NA NA AM20GAX 7440-44-074-84-0 74-85-1 74-82-8 NA NA Dissolved HydrogenTotal Organic Carbon (TOC)CAS #14808-79-8 NA Alkalinity, Total as CaCO3Iron, FerrousChlorideSulfideBiological Oxygen Demand (BOD)Chemical Oxygen Demand (COD)EthaneEtheneMethane16887-00-6 18496-25-8
Contaminant Of Concern
SulfateNitrogen, NitrateRSK 175 SM 2320BAnalytical Method EPA 300.0
TABLE 6
SUMMARY OF MNA CONSTITUENTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
EPA 353.2
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.11
SM 5210B SM 5220D AM20GAX SM 5310BSM 3500-Fe B SM 4500-Cl-E SM 4500-S2D

APPENDIX
BIODEGRADATION SCREENING MATRIX
Town of Kernersville Closed Landfill
Permit #34-04
December 2016
Page 1 of 1
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 0 0
Sulfate < 20 mg/l At higher concentrations may compete with reductive pathway 2 2 2
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 0 0
Oxidation Reduction Potential < 50 mV Reductive pathway possible 1 1 1
< -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 > 20OC At T> 20OC, biochemical process is accelerated 1 1 1
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 2 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
0
Trichloroethane (TCE)---Material released 0 0 0
Daughter product of PCE 2 2 0
Dichloroethane (DCE)---Material released 0 0 0
Daughter product of TCE 2 2 0
Dichloroethene, cis-1,2 ---Material released 0 0 0
Daughter product of trichlorethene 2 2 0
Vinyl Chloride ---Material released 0 0 0
Daughter product of DCE 2 2 0
1,1,1-Trichloroethane (TCA)---Material released 0 0 0
0
1,1-Dichloroethane (DCA)---Material released 0 0 0
Daughter product of TCA 2 2 0
Chloroethane ---Daughter product of dichloroethane or vinyl chloride under
reducing conditions 2 2 0
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
Daghter product of carbon tetrachloride 2 0 0
Dichloromethane (MC)---Material released 0 0 0
(Methylene Chloride) Daughter product of chloroform 2 0 0
23 12
mg/L = miligrams per Liter
mV = millivolts
nM = Nanometer
C = Celcius
NA = Not analyzed
SCORE:
This screening matrix is prepared in general accordance with the USEPA's Table 2.3 Analytical Parameters and < 5
Weighted for Preliminary Screening for Anaerobic Biodegradation Process presented in the EPA's Technical 6-14
Protocol for Evaluating Natural Attenuation of Chlorinated Solvents in Groundwater, September 1988.15-19
>20 Strong
Adequate
BTEX = Sum of benzene, toluene,
true score is presumably between the two.
Evidence of Natural
Attentuation
Inadequate
Limited
daughter products, and the second column assumes none of them. The
ethylbenzene and total xylenes
Total Points Awarded:
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

APPENDIX I

Laboratory Analytical Reports
and
Field Data Logs

#=CL#
January 03, 2017
LIMS USE: FR - MARK BROWN
LIMS OBJECT ID: 92324275
92324275
Project:
Pace Project No.:
RE:
Mark Brown
Withers & Ravenel
7011 Albert Pick Rd
Suite G
Greensboro, NC 27409
Town of Kernersville
Dear Mark Brown:
Enclosed are the analytical results for sample(s) received by the laboratory between December 21,
2016 and December 22, 2016. The results relate only to the samples included in this report. Results
reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's
Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
[e-mail]
Project Manager
Enclosures
cc:Ross Perry, Withers & Ravenel
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 42
#=CL#
January 13, 2017
LIMS USE: FR - MARK BROWN
LIMS OBJECT ID: 92324286
92324286
Project:
Pace Project No.:
RE:
Mark Brown
Withers & Ravenel
7011 Albert Pick Rd
Suite G
Greensboro, NC 27409
Town of Kernersville MNA
Dear Mark Brown:
Enclosed are the analytical results for sample(s) received by the laboratory between December 21,
2016 and December 22, 2016. The results relate only to the samples included in this report. Results
reported herein conform to the most current, applicable TNI/NELAC standards and the laboratory's
Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report.
Some analyses have been subcontracted outside of the Pace Network. The subcontracted
laboratory report has been attached.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
[e-mail]
Project Manager
Enclosures
cc:Ross Perry, Withers & Ravenel
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 39
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Ormond Beach Certification IDs
8 East Tower Circle, Ormond Beach, FL 32174
Alabama Certification #: 41320
Connecticut Certification #: PH-0216
Delaware Certification: FL NELAC Reciprocity
Florida Certification #: E83079
Georgia Certification #: 955
Guam Certification: FL NELAC Reciprocity
Hawaii Certification: FL NELAC Reciprocity
Illinois Certification #: 200068
Indiana Certification: FL NELAC Reciprocity
Kansas Certification #: E-10383
Louisiana Certification #: FL NELAC Reciprocity
Louisiana Environmental Certificate #: 05007
Maryland Certification: #346
Michigan Certification #: 9911
Mississippi Certification: FL NELAC Reciprocity
Missouri Certification #: 236
Montana Certification #: Cert 0074
Nebraska Certification: NE-OS-28-14
Nevada Certification: FL NELAC Reciprocity
New York Certification #: 11608
North Carolina Environmental Certificate #: 667
North Carolina Certification #: 12710
Oklahoma Certification #: D9947
Pennsylvania Certification #: 68-00547
Puerto Rico Certification #: FL01264
South Carolina Certification: #96042001
Tennessee Certification #: TN02974
Texas Certification: FL NELAC Reciprocity
US Virgin Islands Certification: FL NELAC Reciprocity
Virginia Environmental Certification #: 460165
Wyoming Certification: FL NELAC Reciprocity
West Virginia Certification #: 9962C
Wisconsin Certification #: 399079670
Wyoming (EPA Region 8): FL NELAC Reciprocity
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 39
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92324286001 3404-MW-2 SM 2320B 1 PASI-ASER
SM 4500-S2D 1 PASI-AMDW
EPA 300.0 1 PASI-AAES2
EPA 353.2 1 PASI-AWRC
SM 4500-Cl-E 1 PASI-AWRC
SM 5310B 1 PASI-OAEM
92324286002 3404-MW-3S SM 2320B 1 PASI-ASER
SM 4500-S2D 1 PASI-AMDW
EPA 300.0 1 PASI-AAES2
EPA 353.2 1 PASI-AWRC
SM 4500-Cl-E 1 PASI-AWRC
SM 5310B 1 PASI-OAEM
92324286003 3404-MW-3D SM 2320B 1 PASI-ASER
SM 4500-S2D 1 PASI-AMDW
EPA 300.0 1 PASI-AAES2
EPA 353.2 1 PASI-AWRC
SM 4500-Cl-E 1 PASI-AWRC
SM 5310B 1 PASI-OAEM
92324286004 3404-MW-4 SM 2320B 1 PASI-ASER
SM 4500-S2D 1 PASI-AMDW
EPA 300.0 1 PASI-AAES2
EPA 353.2 1 PASI-AWRC
SM 4500-Cl-E 1 PASI-AWRC
SM 5310B 1 PASI-OAEM
92324286005 3404-MW-6 SM 2320B 1 PASI-AKDF
SM 4500-S2D 1 PASI-AEWS
EPA 300.0 1 PASI-AAES2
EPA 353.2 1 PASI-AWRC
SM 4500-Cl-E 1 PASI-AWRC
SM 5310B 1 PASI-OAEM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Sample:3404-MW-2 Lab ID:92324286001 Collected:12/21/16 11:40 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 138000 ug/L 12/31/16 01:5050001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 12/24/16 00:43 18496-25-81001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate ND ug/L 12/30/16 16:04 14808-79-820001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate 81.3 ug/L 12/23/16 01:2120.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 8960 ug/L 01/03/17 17:41 16887-00-610001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon ND mg/L 01/13/17 02:01 7440-44-01.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Sample:3404-MW-3S Lab ID:92324286002 Collected:12/21/16 09:50 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 157000 ug/L 12/31/16 02:0250001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 12/24/16 00:43 18496-25-81001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate ND ug/L 12/30/16 16:23 14808-79-820001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate ND ug/L 12/23/16 01:1620.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 30100 ug/L 01/03/17 17:43 16887-00-610001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon ND mg/L 01/13/17 02:50 7440-44-0 D34.0 4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Sample:3404-MW-3D Lab ID:92324286003 Collected:12/21/16 09:20 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 164000 ug/L 12/31/16 02:1350001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 12/24/16 00:43 18496-25-8 M11001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate ND ug/L 12/30/16 16:59 14808-79-820001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate ND ug/L 12/23/16 01:1020.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 17400 ug/L 01/03/17 17:47 16887-00-610001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon ND mg/L 01/13/17 03:04 7440-44-01.0 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Sample:3404-MW-4 Lab ID:92324286004 Collected:12/21/16 11:00 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 183000 ug/L 12/31/16 02:2650001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 12/24/16 00:43 18496-25-81001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate ND ug/L 01/04/17 18:23 14808-79-820001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate ND ug/L 12/23/16 01:1720.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 16500 ug/L 01/03/17 17:48 16887-00-610001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon ND mg/L 01/13/17 03:42 7440-44-01.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Sample:3404-MW-6 Lab ID:92324286005 Collected:12/22/16 09:15 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 6650 ug/L 01/03/17 20:1350001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 12/27/16 15:30 18496-25-81001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 8260 ug/L 01/04/17 18:32 14808-79-820001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate 86.8 ug/L 12/24/16 00:0020.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 1580 ug/L 01/03/17 17:53 16887-00-610001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon ND mg/L 01/13/17 03:57 7440-44-0 D34.0 4
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342861
SM 2320B
SM 2320B
2320B Alkalinity
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1901711
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004
Matrix:Water
Analyzed
Alkalinity, Total as CaCO3 ug/L ND 5000 12/30/16 20:44
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1901712LABORATORY CONTROL SAMPLE:
LCSSpike
Alkalinity, Total as CaCO3 ug/L 4970050000 99 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1901713MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324363015
1901714
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L M1500008080-12073 35000097.9
mg/L 138000 134000
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1901715MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324368006
1901716
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L 50000 101 80-120100 15000012.4
mg/L 62900 62300
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
343132
SM 2320B
SM 2320B
2320B Alkalinity
Associated Lab Samples:92324286005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1903260
Associated Lab Samples:92324286005
Matrix:Water
Analyzed
Alkalinity, Total as CaCO3 ug/L ND 5000 01/03/17 15:08
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1903261LABORATORY CONTROL SAMPLE:
LCSSpike
Alkalinity, Total as CaCO3 ug/L 4820050000 96 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1903262MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324507001
1903263
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L 50000 102 80-120106 35000012.6
mg/L 63600 65600
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1903264MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324507011
1903265
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L 50000 100 80-12099 15000013.9
mg/L 64000 63500
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342411
SM 4500-S2D
SM 4500-S2D
4500S2D Sulfide Water
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1899843
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004
Matrix:Water
Analyzed
Sulfide ug/L ND 100 12/24/16 00:43
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1899844LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfide ug/L 469500 94 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1899845MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324197015
1899846
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfide ug/L 500 92 80-12092 0500ND462461
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1899847MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324286003
1899848
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfide ug/L M15007780-12077 0500ND387386
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342529
SM 4500-S2D
SM 4500-S2D
4500S2D Sulfide Water
Associated Lab Samples:92324286005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1900198
Associated Lab Samples:92324286005
Matrix:Water
Analyzed
Sulfide ug/L ND 100 12/27/16 15:30
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1900199LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfide ug/L 482500 96 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1900200MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324363010
1900201
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfide ug/L 500 90 80-12093 3500ND469484
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1900202MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324368001
1900203
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfide ug/L 500 84 80-12084 0500ND419418
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342832
EPA 300.0
EPA 300.0
300.0 IC Anions
Associated Lab Samples:92324286001, 92324286002, 92324286003
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1901526
Associated Lab Samples:92324286001, 92324286002, 92324286003
Matrix:Water
Analyzed
Sulfate ug/L ND 2000 12/30/16 12:17
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1901527LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfate ug/L 1810020000 91 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1901528MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324373002
1901529
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfate ug/L 20000 100 90-110100 0200005.1
mg/L 25100 25000
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1901530MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324257002
1901531
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfate ug/L 20000 98 90-11098 0200005.7
mg/L 25400 25300
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
343338
EPA 300.0
EPA 300.0
300.0 IC Anions
Associated Lab Samples:92324286004, 92324286005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1904351
Associated Lab Samples:92324286004, 92324286005
Matrix:Water
Analyzed
Sulfate ug/L ND 2000 01/04/17 17:20
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1904352LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfate ug/L 2050020000 103 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1904353MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324351001
1904354
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfate ug/L 20000 92 90-11093 1200009.4
mg/L 27800 28000
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1904355MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92325025002
1904356
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Sulfate ug/L 20000 92 90-11092 0200003230J2170021700
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342296
EPA 353.2
EPA 353.2
353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1899122
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004
Matrix:Water
Analyzed
Nitrogen, Nitrate ug/L ND 20.0 12/23/16 01:07
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1899123LABORATORY CONTROL SAMPLE:
LCSSpike
Nitrogen, Nitrate ug/L 24002500 96 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1899124MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324286003
1899125
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Nitrogen, Nitrate ug/L 2500 91 90-11090 12500ND22902260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342429
EPA 353.2
EPA 353.2
353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples:92324286005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1899900
Associated Lab Samples:92324286005
Matrix:Water
Analyzed
Nitrogen, Nitrate ug/L ND 20.0 12/23/16 23:47
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1899901LABORATORY CONTROL SAMPLE:
LCSSpike
Nitrogen, Nitrate ug/L 23802500 95 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1899902MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324370003
1899903
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Nitrogen, Nitrate ug/L 2500 91 90-11093 22500ND22802330
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
343216
SM 4500-Cl-E
SM 4500-Cl-E
4500 Chloride
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004, 92324286005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1903778
Associated Lab Samples:92324286001, 92324286002, 92324286003, 92324286004, 92324286005
Matrix:Water
Analyzed
Chloride ug/L ND 1000 01/03/17 17:29
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1903779LABORATORY CONTROL SAMPLE:
LCSSpike
Chloride ug/L 1930020000 96 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1903780MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92323984001
1903781
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Chloride ug/L 10000 105 90-110104 01000038701430014300
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1903782MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324286002
1903783
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Chloride ug/L 10000 95 90-11092 110000301003960039300
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
343916
SM 5310B
SM 5310B
5310B TOC
Associated Lab Samples:92324286001, 92324286002, 92324286003
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1845439
Associated Lab Samples:92324286001, 92324286002, 92324286003
Matrix:Water
Analyzed
Total Organic Carbon mg/L ND 1.0 01/12/17 19:43
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1845440LABORATORY CONTROL SAMPLE:
LCSSpike
Total Organic Carbon mg/L 20.120 100 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1845441MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92324757009
1845442
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Total Organic Carbon mg/L 20 100 80-120100 020ND20.0 20.0
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1845443MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
35287517007
1845444
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Total Organic Carbon mg/L 20 98 80-12099 220<0.50 19.5 19.8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
343917
SM 5310B
SM 5310B
5310B TOC
Associated Lab Samples:92324286004, 92324286005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1845445
Associated Lab Samples:92324286004, 92324286005
Matrix:Water
Analyzed
Total Organic Carbon mg/L ND 1.0 01/13/17 03:14
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1845446LABORATORY CONTROL SAMPLE:
LCSSpike
Total Organic Carbon mg/L 20.020 100 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1845447MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
35287284001
1845448
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Total Organic Carbon mg/L 20 97 80-12099 1208.8 28.2 28.5
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1845449MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
35287284009
1845450
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Total Organic Carbon mg/L 20 95 80-12094 12010.0 29.0 28.8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 19 of 39
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - Ormond BeachPASI-O
ANALYTE QUALIFIERS
Sample was diluted due to the presence of high levels of non-target analytes or other matrix interference.D3
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 39
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92324286
Town of Kernersville MNA
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92324286001 3428613404-MW-2 SM 2320B
92324286002 3428613404-MW-3S SM 2320B
92324286003 3428613404-MW-3D SM 2320B
92324286004 3428613404-MW-4 SM 2320B
92324286005 3431323404-MW-6 SM 2320B
92324286001 3424113404-MW-2 SM 4500-S2D
92324286002 3424113404-MW-3S SM 4500-S2D
92324286003 3424113404-MW-3D SM 4500-S2D
92324286004 3424113404-MW-4 SM 4500-S2D
92324286005 3425293404-MW-6 SM 4500-S2D
92324286001 3428323404-MW-2 EPA 300.0
92324286002 3428323404-MW-3S EPA 300.0
92324286003 3428323404-MW-3D EPA 300.0
92324286004 3433383404-MW-4 EPA 300.0
92324286005 3433383404-MW-6 EPA 300.0
92324286001 3422963404-MW-2 EPA 353.2
92324286002 3422963404-MW-3S EPA 353.2
92324286003 3422963404-MW-3D EPA 353.2
92324286004 3422963404-MW-4 EPA 353.2
92324286005 3424293404-MW-6 EPA 353.2
92324286001 3432163404-MW-2 SM 4500-Cl-E
92324286002 3432163404-MW-3S SM 4500-Cl-E
92324286003 3432163404-MW-3D SM 4500-Cl-E
92324286004 3432163404-MW-4 SM 4500-Cl-E
92324286005 3432163404-MW-6 SM 4500-Cl-E
92324286001 3439163404-MW-2 SM 5310B
92324286002 3439163404-MW-3S SM 5310B
92324286003 3439163404-MW-3D SM 5310B
92324286004 3439173404-MW-4 SM 5310B
92324286005 3439173404-MW-6 SM 5310B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/13/2017 01:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 39
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#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92324275
Town of Kernersville
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 42
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92324275
Town of Kernersville
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92324275001 3404-MW-3D EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275002 3404-MW-3S EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275003 3404-MW-4 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275004 3404-SW-2 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275005 3404-SW-1 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275006 3404-SW-3 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275007 3404-MW-2 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275008 Duplicate EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275009 3404-MW-5 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275010 3404-MW-6 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
92324275011 3404-Field Blank EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CDLK
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-3D Lab ID:92324275001 Collected:12/21/16 09:20 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 07:45 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 07:45 7440-38-212/28/16 20:4510.0 1
Barium 41.2 ug/L 01/01/17 07:45 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 07:45 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 07:45 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 07:45 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 07:45 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 07:45 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 07:45 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 07:45 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 07:45 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 07:45 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 07:45 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 07:45 7440-62-212/28/16 20:455.0 1
Zinc ND ug/L 01/01/17 07:45 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 17:34 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 17:34 107-13-110.0 1
Benzene ND ug/L 12/27/16 17:34 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 17:34 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 17:34 75-27-41.0 1
Bromoform ND ug/L 12/27/16 17:34 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 17:34 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 17:34 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 17:34 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 17:34 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 17:34 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 17:34 75-00-31.0 1
Chloroform ND ug/L 12/27/16 17:34 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 17:34 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 17:34 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 17:34 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 17:34 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 17:34 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 17:34 95-50-11.0 1
1,4-Dichlorobenzene 3.7 ug/L 12/27/16 17:34 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 17:34 110-57-61.0 1
1,1-Dichloroethane 2.8 ug/L 12/27/16 17:34 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 17:34 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 17:34 75-35-41.0 1
cis-1,2-Dichloroethene 48.5 ug/L 12/27/16 17:34 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 17:34 156-60-51.0 1
1,2-Dichloropropane 1.1 ug/L 12/27/16 17:34 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 17:34 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 17:34 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 17:34 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-3D Lab ID:92324275001 Collected:12/21/16 09:20 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 17:34 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 17:34 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 17:34 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 17:34 108-10-15.0 1
Styrene ND ug/L 12/27/16 17:34 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 17:34 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 17:34 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 17:34 127-18-41.0 1
Toluene ND ug/L 12/27/16 17:34 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 17:34 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 17:34 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 17:34 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 17:34 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 17:34 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 17:34 108-05-42.0 1
Vinyl chloride 8.2 ug/L 12/27/16 17:34 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 17:34 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)100 %12/27/16 17:34 460-00-470-130 1
1,2-Dichloroethane-d4 (S)99 %12/27/16 17:34 17060-07-070-130 1
Toluene-d8 (S)100 %12/27/16 17:34 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-3S Lab ID:92324275002 Collected:12/21/16 09:50 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 07:48 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 07:48 7440-38-212/28/16 20:4510.0 1
Barium 91.4 ug/L 01/01/17 07:48 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 07:48 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 07:48 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 07:48 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 07:48 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 07:48 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 07:48 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 07:48 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 07:48 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 07:48 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 07:48 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 07:48 7440-62-212/28/16 20:455.0 1
Zinc ND ug/L 01/01/17 07:48 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 17:50 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 17:50 107-13-110.0 1
Benzene ND ug/L 12/27/16 17:50 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 17:50 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 17:50 75-27-41.0 1
Bromoform ND ug/L 12/27/16 17:50 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 17:50 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 17:50 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 17:50 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 17:50 56-23-51.0 1
Chlorobenzene 1.1 ug/L 12/27/16 17:50 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 17:50 75-00-31.0 1
Chloroform ND ug/L 12/27/16 17:50 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 17:50 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 17:50 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 17:50 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 17:50 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 17:50 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 17:50 95-50-11.0 1
1,4-Dichlorobenzene 1.8 ug/L 12/27/16 17:50 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 17:50 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 17:50 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 17:50 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 17:50 75-35-41.0 1
cis-1,2-Dichloroethene 7.3 ug/L 12/27/16 17:50 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 17:50 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 17:50 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 17:50 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 17:50 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 17:50 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-3S Lab ID:92324275002 Collected:12/21/16 09:50 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 17:50 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 17:50 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 17:50 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 17:50 108-10-15.0 1
Styrene ND ug/L 12/27/16 17:50 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 17:50 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 17:50 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 17:50 127-18-41.0 1
Toluene ND ug/L 12/27/16 17:50 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 17:50 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 17:50 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 17:50 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 17:50 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 17:50 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 17:50 108-05-42.0 1
Vinyl chloride 2.2 ug/L 12/27/16 17:50 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 17:50 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)100 %12/27/16 17:50 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %12/27/16 17:50 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 17:50 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-4 Lab ID:92324275003 Collected:12/21/16 11:00 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 07:51 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 07:51 7440-38-212/28/16 20:4510.0 1
Barium ND ug/L 01/01/17 07:51 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 07:51 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 07:51 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 07:51 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 07:51 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 07:51 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 07:51 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 07:51 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 07:51 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 07:51 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 07:51 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 07:51 7440-62-212/28/16 20:455.0 1
Zinc ND ug/L 01/01/17 07:51 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 18:06 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 18:06 107-13-110.0 1
Benzene ND ug/L 12/27/16 18:06 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 18:06 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 18:06 75-27-41.0 1
Bromoform ND ug/L 12/27/16 18:06 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 18:06 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 18:06 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 18:06 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 18:06 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 18:06 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 18:06 75-00-31.0 1
Chloroform ND ug/L 12/27/16 18:06 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 18:06 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 18:06 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 18:06 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 18:06 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 18:06 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 18:06 95-50-11.0 1
1,4-Dichlorobenzene 2.2 ug/L 12/27/16 18:06 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 18:06 110-57-61.0 1
1,1-Dichloroethane 2.0 ug/L 12/27/16 18:06 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 18:06 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 18:06 75-35-41.0 1
cis-1,2-Dichloroethene 18.2 ug/L 12/27/16 18:06 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 18:06 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 18:06 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 18:06 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 18:06 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 18:06 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-4 Lab ID:92324275003 Collected:12/21/16 11:00 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 18:06 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 18:06 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 18:06 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 18:06 108-10-15.0 1
Styrene ND ug/L 12/27/16 18:06 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 18:06 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 18:06 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 18:06 127-18-41.0 1
Toluene ND ug/L 12/27/16 18:06 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 18:06 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 18:06 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 18:06 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 18:06 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 18:06 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 18:06 108-05-42.0 1
Vinyl chloride 14.5 ug/L 12/27/16 18:06 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 18:06 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)101 %12/27/16 18:06 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %12/27/16 18:06 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 18:06 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-SW-2 Lab ID:92324275004 Collected:12/21/16 10:40 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:03 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:03 7440-38-212/28/16 20:4510.0 1
Barium 31.0 ug/L 01/01/17 08:03 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:03 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:03 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:03 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:03 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:03 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 08:03 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:03 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:03 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:03 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:03 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 08:03 7440-62-212/28/16 20:455.0 1
Zinc ND ug/L 01/01/17 08:03 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 18:22 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 18:22 107-13-110.0 1
Benzene ND ug/L 12/27/16 18:22 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 18:22 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 18:22 75-27-41.0 1
Bromoform ND ug/L 12/27/16 18:22 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 18:22 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 18:22 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 18:22 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 18:22 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 18:22 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 18:22 75-00-31.0 1
Chloroform ND ug/L 12/27/16 18:22 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 18:22 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 18:22 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 18:22 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 18:22 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 18:22 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 18:22 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 12/27/16 18:22 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 18:22 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 18:22 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 18:22 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 18:22 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 12/27/16 18:22 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 18:22 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 18:22 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 18:22 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 18:22 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 18:22 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-SW-2 Lab ID:92324275004 Collected:12/21/16 10:40 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 18:22 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 18:22 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 18:22 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 18:22 108-10-15.0 1
Styrene ND ug/L 12/27/16 18:22 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 18:22 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 18:22 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 18:22 127-18-41.0 1
Toluene ND ug/L 12/27/16 18:22 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 18:22 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 18:22 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 18:22 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 18:22 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 18:22 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 18:22 108-05-42.0 1
Vinyl chloride ND ug/L 12/27/16 18:22 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 18:22 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)100 %12/27/16 18:22 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %12/27/16 18:22 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 18:22 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-SW-1 Lab ID:92324275005 Collected:12/21/16 11:15 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:06 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:06 7440-38-212/28/16 20:4510.0 1
Barium 29.3 ug/L 01/01/17 08:06 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:06 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:06 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:06 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:06 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:06 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 08:06 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:06 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:06 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:06 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:06 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 08:06 7440-62-212/28/16 20:455.0 1
Zinc ND ug/L 01/01/17 08:06 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 18:38 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 18:38 107-13-110.0 1
Benzene ND ug/L 12/27/16 18:38 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 18:38 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 18:38 75-27-41.0 1
Bromoform ND ug/L 12/27/16 18:38 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 18:38 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 18:38 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 18:38 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 18:38 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 18:38 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 18:38 75-00-31.0 1
Chloroform ND ug/L 12/27/16 18:38 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 18:38 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 18:38 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 18:38 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 18:38 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 18:38 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 18:38 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 12/27/16 18:38 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 18:38 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 18:38 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 18:38 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 18:38 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 12/27/16 18:38 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 18:38 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 18:38 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 18:38 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 18:38 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 18:38 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-SW-1 Lab ID:92324275005 Collected:12/21/16 11:15 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 18:38 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 18:38 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 18:38 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 18:38 108-10-15.0 1
Styrene ND ug/L 12/27/16 18:38 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 18:38 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 18:38 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 18:38 127-18-41.0 1
Toluene ND ug/L 12/27/16 18:38 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 18:38 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 18:38 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 18:38 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 18:38 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 18:38 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 18:38 108-05-42.0 1
Vinyl chloride ND ug/L 12/27/16 18:38 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 18:38 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)100 %12/27/16 18:38 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %12/27/16 18:38 17060-07-070-130 1
Toluene-d8 (S)100 %12/27/16 18:38 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-SW-3 Lab ID:92324275006 Collected:12/21/16 11:10 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:09 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:09 7440-38-212/28/16 20:4510.0 1
Barium 36.4 ug/L 01/01/17 08:09 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:09 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:09 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:09 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:09 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:09 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 08:09 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:09 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:09 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:09 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:09 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 08:09 7440-62-212/28/16 20:455.0 1
Zinc ND ug/L 01/01/17 08:09 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 18:54 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 18:54 107-13-110.0 1
Benzene ND ug/L 12/27/16 18:54 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 18:54 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 18:54 75-27-41.0 1
Bromoform ND ug/L 12/27/16 18:54 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 18:54 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 18:54 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 18:54 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 18:54 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 18:54 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 18:54 75-00-31.0 1
Chloroform ND ug/L 12/27/16 18:54 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 18:54 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 18:54 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 18:54 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 18:54 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 18:54 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 18:54 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 12/27/16 18:54 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 18:54 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 18:54 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 18:54 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 18:54 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 12/27/16 18:54 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 18:54 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 18:54 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 18:54 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 18:54 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 18:54 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-SW-3 Lab ID:92324275006 Collected:12/21/16 11:10 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 18:54 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 18:54 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 18:54 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 18:54 108-10-15.0 1
Styrene ND ug/L 12/27/16 18:54 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 18:54 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 18:54 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 18:54 127-18-41.0 1
Toluene ND ug/L 12/27/16 18:54 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 18:54 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 18:54 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 18:54 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 18:54 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 18:54 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 18:54 108-05-42.0 1
Vinyl chloride ND ug/L 12/27/16 18:54 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 18:54 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)102 %12/27/16 18:54 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %12/27/16 18:54 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 18:54 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-2 Lab ID:92324275007 Collected:12/21/16 11:40 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:12 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:12 7440-38-212/28/16 20:4510.0 1
Barium 262 ug/L 01/01/17 08:12 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:12 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:12 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:12 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:12 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:12 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 08:12 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:12 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:12 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:12 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:12 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 08:12 7440-62-212/28/16 20:455.0 1
Zinc ND ug/L 01/01/17 08:12 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 19:10 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 19:10 107-13-110.0 1
Benzene 4.2 ug/L 12/27/16 19:10 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 19:10 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 19:10 75-27-41.0 1
Bromoform ND ug/L 12/27/16 19:10 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 19:10 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 19:10 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 19:10 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 19:10 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 19:10 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 19:10 75-00-31.0 1
Chloroform ND ug/L 12/27/16 19:10 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 19:10 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 19:10 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 19:10 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 19:10 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 19:10 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 19:10 95-50-11.0 1
1,4-Dichlorobenzene 3.8 ug/L 12/27/16 19:10 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 19:10 110-57-61.0 1
1,1-Dichloroethane 16.8 ug/L 12/27/16 19:10 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 19:10 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 19:10 75-35-41.0 1
cis-1,2-Dichloroethene 37.2 ug/L 12/27/16 19:10 156-59-21.0 1
trans-1,2-Dichloroethene 1.2 ug/L 12/27/16 19:10 156-60-51.0 1
1,2-Dichloropropane 4.0 ug/L 12/27/16 19:10 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 19:10 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 19:10 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 19:10 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-2 Lab ID:92324275007 Collected:12/21/16 11:40 Received:12/21/16 15:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 19:10 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 19:10 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 19:10 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 19:10 108-10-15.0 1
Styrene ND ug/L 12/27/16 19:10 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 19:10 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 19:10 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 19:10 127-18-41.0 1
Toluene ND ug/L 12/27/16 19:10 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 19:10 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 19:10 79-00-51.0 1
Trichloroethene 4.2 ug/L 12/27/16 19:10 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 19:10 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 19:10 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 19:10 108-05-42.0 1
Vinyl chloride 3.2 ug/L 12/27/16 19:10 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 19:10 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)103 %12/27/16 19:10 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %12/27/16 19:10 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 19:10 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:Duplicate Lab ID:92324275008 Collected:12/22/16 09:45 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:15 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:15 7440-38-212/28/16 20:4510.0 1
Barium 110 ug/L 01/01/17 08:15 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:15 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:15 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:15 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:15 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:15 7440-50-812/28/16 20:455.0 1
Lead 5.0 ug/L 01/01/17 08:15 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:15 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:15 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:15 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:15 7440-28-012/28/16 20:455.4 1
Vanadium 7.0 ug/L 01/01/17 08:15 7440-62-212/28/16 20:455.0 1
Zinc 16.0 ug/L 01/01/17 08:15 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 22:07 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 22:07 107-13-110.0 1
Benzene ND ug/L 12/27/16 22:07 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 22:07 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 22:07 75-27-41.0 1
Bromoform ND ug/L 12/27/16 22:07 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 22:07 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 22:07 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 22:07 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 22:07 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 22:07 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 22:07 75-00-31.0 1
Chloroform ND ug/L 12/27/16 22:07 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 22:07 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 22:07 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 22:07 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 22:07 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 22:07 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 22:07 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 12/27/16 22:07 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 22:07 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 22:07 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 22:07 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 22:07 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 12/27/16 22:07 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 22:07 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 22:07 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 22:07 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 22:07 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 22:07 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:Duplicate Lab ID:92324275008 Collected:12/22/16 09:45 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 22:07 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 22:07 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 22:07 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 22:07 108-10-15.0 1
Styrene ND ug/L 12/27/16 22:07 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 22:07 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 22:07 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 22:07 127-18-41.0 1
Toluene ND ug/L 12/27/16 22:07 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 22:07 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 22:07 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 22:07 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 22:07 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 22:07 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 22:07 108-05-42.0 1
Vinyl chloride ND ug/L 12/27/16 22:07 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 22:07 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)100 %12/27/16 22:07 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %12/27/16 22:07 17060-07-070-130 1
Toluene-d8 (S)100 %12/27/16 22:07 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 19 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-5 Lab ID:92324275009 Collected:12/22/16 08:40 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:18 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:18 7440-38-212/28/16 20:4510.0 1
Barium 58.6 ug/L 01/01/17 08:18 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:18 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:18 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:18 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:18 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:18 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 08:18 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:18 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:18 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:18 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:18 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 08:18 7440-62-212/28/16 20:455.0 1
Zinc 13.4 ug/L 01/01/17 08:18 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 22:23 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 22:23 107-13-110.0 1
Benzene ND ug/L 12/27/16 22:23 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 22:23 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 22:23 75-27-41.0 1
Bromoform ND ug/L 12/27/16 22:23 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 22:23 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 22:23 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 22:23 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 22:23 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 22:23 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 22:23 75-00-31.0 1
Chloroform ND ug/L 12/27/16 22:23 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 22:23 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 22:23 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 22:23 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 22:23 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 22:23 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 22:23 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 12/27/16 22:23 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 22:23 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 22:23 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 22:23 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 22:23 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 12/27/16 22:23 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 22:23 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 22:23 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 22:23 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 22:23 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 22:23 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-5 Lab ID:92324275009 Collected:12/22/16 08:40 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 22:23 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 22:23 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 22:23 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 22:23 108-10-15.0 1
Styrene ND ug/L 12/27/16 22:23 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 22:23 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 22:23 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 22:23 127-18-41.0 1
Toluene ND ug/L 12/27/16 22:23 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 22:23 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 22:23 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 22:23 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 22:23 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 22:23 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 22:23 108-05-42.0 1
Vinyl chloride ND ug/L 12/27/16 22:23 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 22:23 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)101 %12/27/16 22:23 460-00-470-130 1
1,2-Dichloroethane-d4 (S)103 %12/27/16 22:23 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 22:23 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-6 Lab ID:92324275010 Collected:12/22/16 09:15 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:21 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:21 7440-38-212/28/16 20:4510.0 1
Barium 108 ug/L 01/01/17 08:21 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:21 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:21 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:21 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:21 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:21 7440-50-812/28/16 20:455.0 1
Lead 6.0 ug/L 01/01/17 08:21 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:21 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:21 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:21 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:21 7440-28-012/28/16 20:455.4 1
Vanadium 6.8 ug/L 01/01/17 08:21 7440-62-212/28/16 20:455.0 1
Zinc 14.3 ug/L 01/01/17 08:21 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 22:38 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 22:38 107-13-110.0 1
Benzene ND ug/L 12/27/16 22:38 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 22:38 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 22:38 75-27-41.0 1
Bromoform ND ug/L 12/27/16 22:38 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 22:38 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 22:38 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 22:38 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 22:38 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 22:38 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 22:38 75-00-31.0 1
Chloroform ND ug/L 12/27/16 22:38 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 22:38 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 22:38 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 22:38 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 22:38 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 22:38 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 22:38 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 12/27/16 22:38 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 22:38 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 22:38 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 22:38 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 22:38 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 12/27/16 22:38 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 22:38 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 22:38 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 22:38 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 22:38 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 22:38 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
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Page 22 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-MW-6 Lab ID:92324275010 Collected:12/22/16 09:15 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 22:38 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 22:38 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 22:38 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 22:38 108-10-15.0 1
Styrene ND ug/L 12/27/16 22:38 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 22:38 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 22:38 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 22:38 127-18-41.0 1
Toluene ND ug/L 12/27/16 22:38 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 22:38 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 22:38 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 22:38 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 22:38 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 22:38 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 22:38 108-05-42.0 1
Vinyl chloride ND ug/L 12/27/16 22:38 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 22:38 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)100 %12/27/16 22:38 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %12/27/16 22:38 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 22:38 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 23 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-Field Blank Lab ID:92324275011 Collected:12/22/16 10:30 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 01/01/17 08:24 7440-36-012/28/16 20:455.0 1
Arsenic ND ug/L 01/01/17 08:24 7440-38-212/28/16 20:4510.0 1
Barium ND ug/L 01/01/17 08:24 7440-39-312/28/16 20:455.0 1
Beryllium ND ug/L 01/01/17 08:24 7440-41-712/28/16 20:451.0 1
Cadmium ND ug/L 01/01/17 08:24 7440-43-912/28/16 20:451.0 1
Chromium ND ug/L 01/01/17 08:24 7440-47-312/28/16 20:455.0 1
Cobalt ND ug/L 01/01/17 08:24 7440-48-412/28/16 20:455.0 1
Copper ND ug/L 01/01/17 08:24 7440-50-812/28/16 20:455.0 1
Lead ND ug/L 01/01/17 08:24 7439-92-112/28/16 20:455.0 1
Nickel ND ug/L 01/01/17 08:24 7440-02-012/28/16 20:455.0 1
Selenium ND ug/L 01/01/17 08:24 7782-49-212/28/16 20:4510.0 1
Silver ND ug/L 01/01/17 08:24 7440-22-412/28/16 20:455.0 1
Thallium ND ug/L 01/01/17 08:24 7440-28-012/28/16 20:455.4 1
Vanadium ND ug/L 01/01/17 08:24 7440-62-212/28/16 20:455.0 1
Zinc 13.3 ug/L 01/01/17 08:24 7440-66-612/28/16 20:4510.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 12/27/16 22:55 67-64-125.0 1
Acrylonitrile ND ug/L 12/27/16 22:55 107-13-110.0 1
Benzene ND ug/L 12/27/16 22:55 71-43-21.0 1
Bromochloromethane ND ug/L 12/27/16 22:55 74-97-51.0 1
Bromodichloromethane ND ug/L 12/27/16 22:55 75-27-41.0 1
Bromoform ND ug/L 12/27/16 22:55 75-25-21.0 1
Bromomethane ND ug/L 12/27/16 22:55 74-83-92.0 1
2-Butanone (MEK)ND ug/L 12/27/16 22:55 78-93-35.0 1
Carbon disulfide ND ug/L 12/27/16 22:55 75-15-02.0 1
Carbon tetrachloride ND ug/L 12/27/16 22:55 56-23-51.0 1
Chlorobenzene ND ug/L 12/27/16 22:55 108-90-71.0 1
Chloroethane ND ug/L 12/27/16 22:55 75-00-31.0 1
Chloroform ND ug/L 12/27/16 22:55 67-66-31.0 1
Chloromethane ND ug/L 12/27/16 22:55 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 12/27/16 22:55 96-12-82.0 1
Dibromochloromethane ND ug/L 12/27/16 22:55 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 12/27/16 22:55 106-93-41.0 1
Dibromomethane ND ug/L 12/27/16 22:55 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 12/27/16 22:55 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 12/27/16 22:55 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 12/27/16 22:55 110-57-61.0 1
1,1-Dichloroethane ND ug/L 12/27/16 22:55 75-34-31.0 1
1,2-Dichloroethane ND ug/L 12/27/16 22:55 107-06-21.0 1
1,1-Dichloroethene ND ug/L 12/27/16 22:55 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 12/27/16 22:55 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 12/27/16 22:55 156-60-51.0 1
1,2-Dichloropropane ND ug/L 12/27/16 22:55 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 12/27/16 22:55 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 12/27/16 22:55 10061-02-61.0 1
Ethylbenzene ND ug/L 12/27/16 22:55 100-41-41.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 24 of 42
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92324275
Town of Kernersville
Sample:3404-Field Blank Lab ID:92324275011 Collected:12/22/16 10:30 Received:12/22/16 14:20 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
2-Hexanone ND ug/L 12/27/16 22:55 591-78-65.0 1
Iodomethane ND ug/L 12/27/16 22:55 74-88-45.0 1
Methylene Chloride ND ug/L 12/27/16 22:55 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 12/27/16 22:55 108-10-15.0 1
Styrene ND ug/L 12/27/16 22:55 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 12/27/16 22:55 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 12/27/16 22:55 79-34-51.0 1
Tetrachloroethene ND ug/L 12/27/16 22:55 127-18-41.0 1
Toluene ND ug/L 12/27/16 22:55 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 12/27/16 22:55 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 12/27/16 22:55 79-00-51.0 1
Trichloroethene ND ug/L 12/27/16 22:55 79-01-61.0 1
Trichlorofluoromethane ND ug/L 12/27/16 22:55 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 12/27/16 22:55 96-18-41.0 1
Vinyl acetate ND ug/L 12/27/16 22:55 108-05-42.0 1
Vinyl chloride ND ug/L 12/27/16 22:55 75-01-41.0 1
Xylene (Total)ND ug/L 12/27/16 22:55 1330-20-71.0 1
Surrogates
4-Bromofluorobenzene (S)99 %12/27/16 22:55 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %12/27/16 22:55 17060-07-070-130 1
Toluene-d8 (S)99 %12/27/16 22:55 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 25 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342311
EPA 3010A
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples:92324275001, 92324275002, 92324275003, 92324275004, 92324275005, 92324275006, 92324275007,
92324275008, 92324275009, 92324275010, 92324275011
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1899183
Associated Lab Samples:92324275001, 92324275002, 92324275003, 92324275004, 92324275005, 92324275006, 92324275007,
92324275008, 92324275009, 92324275010, 92324275011
Matrix:Water
Analyzed
Antimony ug/L ND 5.0 01/01/17 06:59
Arsenic ug/L ND 10.0 01/01/17 06:59
Barium ug/L ND 5.0 01/01/17 06:59
Beryllium ug/L ND 1.0 01/01/17 06:59
Cadmium ug/L ND 1.0 01/01/17 06:59
Chromium ug/L ND 5.0 01/01/17 06:59
Cobalt ug/L ND 5.0 01/01/17 06:59
Copper ug/L ND 5.0 01/01/17 06:59
Lead ug/L ND 5.0 01/01/17 06:59
Nickel ug/L ND 5.0 01/01/17 06:59
Selenium ug/L ND 10.0 01/01/17 06:59
Silver ug/L ND 5.0 01/01/17 06:59
Thallium ug/L ND 5.4 01/01/17 06:59
Vanadium ug/L ND 5.0 01/01/17 06:59
Zinc ug/L ND 10.0 01/01/17 06:59
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1899184LABORATORY CONTROL SAMPLE:
LCSSpike
Antimony ug/L 502500 100 80-120
Arsenic ug/L 485500 97 80-120
Barium ug/L 496500 99 80-120
Beryllium ug/L 484500 97 80-120
Cadmium ug/L 490500 98 80-120
Chromium ug/L 477500 95 80-120
Cobalt ug/L 496500 99 80-120
Copper ug/L 520500 104 80-120
Lead ug/L 486500 97 80-120
Nickel ug/L 480500 96 80-120
Selenium ug/L 507500 101 80-120
Silver ug/L 251250 100 80-120
Thallium ug/L 486500 97 80-120
Vanadium ug/L 482500 96 80-120
Zinc ug/L 482500 96 80-120
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 26 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1901202MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92323984001
1901203
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Antimony ug/L 500 105 75-125105 0500ND526526
Arsenic ug/L 500 102 75-125102 0500ND508508
Barium ug/L 500 104 75-125105 150019.5 539 544
Beryllium ug/L 500 101 75-125101 1500ND503506
Cadmium ug/L 500 103 75-125102 1500ND515512
Chromium ug/L 500 99 75-125100 1500ND496503
Cobalt ug/L 500 104 75-125103 1500ND521518
Copper ug/L 500 108 75-125109 1500ND542547
Lead ug/L 500 102 75-125101 1500ND510505
Nickel ug/L 500 101 75-125100 1500ND506501
Selenium ug/L 500 105 75-125105 0500ND527526
Silver ug/L 250 104 75-125105 0250ND261262
Thallium ug/L 500 103 75-125102 1500ND516511
Vanadium ug/L 500 101 75-125101 1500ND504507
Zinc ug/L 500 101 75-125101 1500ND508506
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 27 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342559
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples:92324275001, 92324275002, 92324275003, 92324275004, 92324275005, 92324275006, 92324275007
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1900328
Associated Lab Samples:92324275001, 92324275002, 92324275003, 92324275004, 92324275005, 92324275006, 92324275007
Matrix:Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 12/27/16 15:10
1,1,1-Trichloroethane ug/L ND 1.0 12/27/16 15:10
1,1,2,2-Tetrachloroethane ug/L ND 1.0 12/27/16 15:10
1,1,2-Trichloroethane ug/L ND 1.0 12/27/16 15:10
1,1-Dichloroethane ug/L ND 1.0 12/27/16 15:10
1,1-Dichloroethene ug/L ND 1.0 12/27/16 15:10
1,2,3-Trichloropropane ug/L ND 1.0 12/27/16 15:10
1,2-Dibromo-3-chloropropane ug/L ND 2.0 12/27/16 15:10
1,2-Dibromoethane (EDB)ug/L ND 1.0 12/27/16 15:10
1,2-Dichlorobenzene ug/L ND 1.0 12/27/16 15:10
1,2-Dichloroethane ug/L ND 1.0 12/27/16 15:10
1,2-Dichloropropane ug/L ND 1.0 12/27/16 15:10
1,4-Dichlorobenzene ug/L ND 1.0 12/27/16 15:10
2-Butanone (MEK)ug/L ND 5.0 12/27/16 15:10
2-Hexanone ug/L ND 5.0 12/27/16 15:10
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 12/27/16 15:10
Acetone ug/L ND 25.0 12/27/16 15:10
Acrylonitrile ug/L ND 10.0 12/27/16 15:10
Benzene ug/L ND 1.0 12/27/16 15:10
Bromochloromethane ug/L ND 1.0 12/27/16 15:10
Bromodichloromethane ug/L ND 1.0 12/27/16 15:10
Bromoform ug/L ND 1.0 12/27/16 15:10
Bromomethane ug/L ND 2.0 12/27/16 15:10
Carbon disulfide ug/L ND 2.0 12/27/16 15:10
Carbon tetrachloride ug/L ND 1.0 12/27/16 15:10
Chlorobenzene ug/L ND 1.0 12/27/16 15:10
Chloroethane ug/L ND 1.0 12/27/16 15:10
Chloroform ug/L ND 1.0 12/27/16 15:10
Chloromethane ug/L ND 1.0 12/27/16 15:10
cis-1,2-Dichloroethene ug/L ND 1.0 12/27/16 15:10
cis-1,3-Dichloropropene ug/L ND 1.0 12/27/16 15:10
Dibromochloromethane ug/L ND 1.0 12/27/16 15:10
Dibromomethane ug/L ND 1.0 12/27/16 15:10
Ethylbenzene ug/L ND 1.0 12/27/16 15:10
Iodomethane ug/L ND 5.0 12/27/16 15:10
Methylene Chloride ug/L ND 1.0 12/27/16 15:10
Styrene ug/L ND 1.0 12/27/16 15:10
Tetrachloroethene ug/L ND 1.0 12/27/16 15:10
Toluene ug/L ND 1.0 12/27/16 15:10
trans-1,2-Dichloroethene ug/L ND 1.0 12/27/16 15:10
trans-1,3-Dichloropropene ug/L ND 1.0 12/27/16 15:10
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 28 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1900328
Associated Lab Samples:92324275001, 92324275002, 92324275003, 92324275004, 92324275005, 92324275006, 92324275007
Matrix:Water
Analyzed
trans-1,4-Dichloro-2-butene ug/L ND 1.0 12/27/16 15:10
Trichloroethene ug/L ND 1.0 12/27/16 15:10
Trichlorofluoromethane ug/L ND 1.0 12/27/16 15:10
Vinyl acetate ug/L ND 2.0 12/27/16 15:10
Vinyl chloride ug/L ND 1.0 12/27/16 15:10
Xylene (Total)ug/L ND 1.0 12/27/16 15:10
1,2-Dichloroethane-d4 (S)%96 70-130 12/27/16 15:10
4-Bromofluorobenzene (S)%100 70-130 12/27/16 15:10
Toluene-d8 (S)%99 70-130 12/27/16 15:10
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1900329LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 51.350 103 80-125
1,1,1-Trichloroethane ug/L 50.750 101 71-129
1,1,2,2-Tetrachloroethane ug/L 51.150 102 79-124
1,1,2-Trichloroethane ug/L 52.850 106 85-125
1,1-Dichloroethane ug/L 51.550 103 73-126
1,1-Dichloroethene ug/L 54.650 109 66-135
1,2,3-Trichloropropane ug/L 49.050 98 75-130
1,2-Dibromo-3-chloropropane ug/L 48.850 98 71-133
1,2-Dibromoethane (EDB)ug/L 50.450 101 83-124
1,2-Dichlorobenzene ug/L 52.050 104 80-133
1,2-Dichloroethane ug/L 47.650 95 67-128
1,2-Dichloropropane ug/L 53.950 108 75-132
1,4-Dichlorobenzene ug/L 50.550 101 78-130
2-Butanone (MEK)ug/L 86.7100 87 61-144
2-Hexanone ug/L 101100 101 68-143
4-Methyl-2-pentanone (MIBK)ug/L 103100 103 72-135
Acetone ug/L 86.7100 87 48-146
Acrylonitrile ug/L 262250 105 40-160
Benzene ug/L 53.950 108 80-125
Bromochloromethane ug/L 51.050 102 71-125
Bromodichloromethane ug/L 54.550 109 78-124
Bromoform ug/L 50.750 101 71-128
Bromomethane ug/L 49.050 98 40-160
Carbon disulfide ug/L 53.950 108 50-160
Carbon tetrachloride ug/L 52.350 105 69-131
Chlorobenzene ug/L 52.350 105 81-122
Chloroethane ug/L 54.350 109 39-148
Chloroform ug/L 49.950 100 73-127
Chloromethane ug/L 52.250 104 44-146
cis-1,2-Dichloroethene ug/L 50.150 100 74-124
cis-1,3-Dichloropropene ug/L 54.350 109 72-132
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 29 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1900329LABORATORY CONTROL SAMPLE:
LCSSpike
Dibromochloromethane ug/L 52.350 105 78-125
Dibromomethane ug/L 52.050 104 82-120
Ethylbenzene ug/L 51.550 103 79-121
Iodomethane ug/L 96.4100 96 39-154
Methylene Chloride ug/L 50.250 100 64-133
Styrene ug/L 54.050 108 84-126
Tetrachloroethene ug/L 50.450 101 78-122
Toluene ug/L 53.550 107 80-121
trans-1,2-Dichloroethene ug/L 52.350 105 71-127
trans-1,3-Dichloropropene ug/L 54.150 108 69-141
trans-1,4-Dichloro-2-butene ug/L 45.950 92 40-160
Trichloroethene ug/L 52.850 106 78-122
Trichlorofluoromethane ug/L 55.750 111 53-137
Vinyl acetate ug/L 101100 101 40-160
Vinyl chloride ug/L 47.950 96 58-137
Xylene (Total)ug/L 156150 104 81-126
1,2-Dichloroethane-d4 (S)%96 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1900331MATRIX SPIKE SAMPLE:
MSSpike
Result
92324506014
1,1,1,2-Tetrachloroethane ug/L 22.320 112 70-130ND
1,1,1-Trichloroethane ug/L 20.420 102 70-130ND
1,1,2,2-Tetrachloroethane ug/L 22.520 112 70-130ND
1,1,2-Trichloroethane ug/L 22.920 115 70-130ND
1,1-Dichloroethane ug/L 19.620 98 70-130ND
1,1-Dichloroethene ug/L 13.1 M1206570-166ND
1,2,3-Trichloropropane ug/L 22.220 111 70-130ND
1,2-Dibromo-3-chloropropane ug/L 21.720 109 70-130ND
1,2-Dibromoethane (EDB)ug/L 21.520 108 70-130ND
1,2-Dichlorobenzene ug/L 22.020 110 70-130ND
1,2-Dichloroethane ug/L 20.320 101 70-130ND
1,2-Dichloropropane ug/L 22.120 111 70-130ND
1,4-Dichlorobenzene ug/L 21.520 108 70-130ND
2-Butanone (MEK)ug/L 42.940 107 70-130ND
2-Hexanone ug/L 44.540 111 70-130ND
4-Methyl-2-pentanone (MIBK)ug/L 45.040 112 70-130ND
Acetone ug/L 34.640 82 70-130ND
Acrylonitrile ug/L 99.8100 100 70-130ND
Benzene ug/L 21.120 105 70-148ND
Bromochloromethane ug/L 21.120 105 70-130ND
Bromodichloromethane ug/L 22.920 115 70-130ND
Bromoform ug/L 21.120 105 70-130ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 30 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1900331MATRIX SPIKE SAMPLE:
MSSpike
Result
92324506014
Bromomethane ug/L 10.8 M1205470-130ND
Carbon disulfide ug/L 8.6 M1204370-130ND
Carbon tetrachloride ug/L 20.920 105 70-130ND
Chlorobenzene ug/L 22.520 113 70-146ND
Chloroethane ug/L 7.0 M1203570-130ND
Chloroform ug/L 20.520 103 70-130ND
Chloromethane ug/L 1.7 M120870-130ND
cis-1,2-Dichloroethene ug/L 19.920 99 70-130ND
cis-1,3-Dichloropropene ug/L 21.220 106 70-130ND
Dibromochloromethane ug/L 22.520 112 70-130ND
Dibromomethane ug/L 21.520 107 70-130ND
Ethylbenzene ug/L 22.020 110 70-130ND
Iodomethane ug/L 9.7 M1402470-130ND
Methylene Chloride ug/L 17.120 85 70-130ND
Styrene ug/L 22.420 112 70-130ND
Tetrachloroethene ug/L 20.820 104 70-130ND
Toluene ug/L 22.120 111 70-155ND
trans-1,2-Dichloroethene ug/L 18.320 92 70-130ND
trans-1,3-Dichloropropene ug/L 21.920 109 70-130ND
trans-1,4-Dichloro-2-butene ug/L 17.420 87 70-130ND
Trichloroethene ug/L 21.520 107 69-151ND
Trichlorofluoromethane ug/L 11.3 M1205770-130ND
Vinyl acetate ug/L 34.740 87 70-130ND
Vinyl chloride ug/L 1.3 M120770-130ND
1,2-Dichloroethane-d4 (S)%99 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
Dup
Result QualifiersRPDResult
92324275001
1900330SAMPLE DUPLICATE:
1,1,1,2-Tetrachloroethane ug/L NDND
1,1,1-Trichloroethane ug/L NDND
1,1,2,2-Tetrachloroethane ug/L NDND
1,1,2-Trichloroethane ug/L NDND
1,1-Dichloroethane ug/L 3.0 82.8
1,1-Dichloroethene ug/L NDND
1,2,3-Trichloropropane ug/L NDND
1,2-Dibromo-3-chloropropane ug/L NDND
1,2-Dibromoethane (EDB)ug/L NDND
1,2-Dichlorobenzene ug/L NDND
1,2-Dichloroethane ug/L .84JND
1,2-Dichloropropane ug/L 1.2 41.1
1,4-Dichlorobenzene ug/L 3.6 33.7
2-Butanone (MEK)ug/L NDND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 31 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Dup
Result QualifiersRPDResult
92324275001
1900330SAMPLE DUPLICATE:
2-Hexanone ug/L NDND
4-Methyl-2-pentanone (MIBK)ug/L NDND
Acetone ug/L NDND
Acrylonitrile ug/L NDND
Benzene ug/L .4JND
Bromochloromethane ug/L NDND
Bromodichloromethane ug/L NDND
Bromoform ug/L NDND
Bromomethane ug/L NDND
Carbon disulfide ug/L NDND
Carbon tetrachloride ug/L NDND
Chlorobenzene ug/L .37JND
Chloroethane ug/L NDND
Chloroform ug/L NDND
Chloromethane ug/L NDND
cis-1,2-Dichloroethene ug/L 48.5 048.5
cis-1,3-Dichloropropene ug/L NDND
Dibromochloromethane ug/L NDND
Dibromomethane ug/L NDND
Ethylbenzene ug/L NDND
Iodomethane ug/L NDND
Methylene Chloride ug/L NDND
Styrene ug/L NDND
Tetrachloroethene ug/L NDND
Toluene ug/L NDND
trans-1,2-Dichloroethene ug/L NDND
trans-1,3-Dichloropropene ug/L NDND
trans-1,4-Dichloro-2-butene ug/L NDND
Trichloroethene ug/L NDND
Trichlorofluoromethane ug/L NDND
Vinyl acetate ug/L NDND
Vinyl chloride ug/L 7.5 108.2
Xylene (Total)ug/L NDND
1,2-Dichloroethane-d4 (S)%99 099
4-Bromofluorobenzene (S)%102 2100
Toluene-d8 (S)%99 0100
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 32 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
342560
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples:92324275008, 92324275009, 92324275010, 92324275011
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1900335
Associated Lab Samples:92324275008, 92324275009, 92324275010, 92324275011
Matrix:Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 12/27/16 14:54
1,1,1-Trichloroethane ug/L ND 1.0 12/27/16 14:54
1,1,2,2-Tetrachloroethane ug/L ND 1.0 12/27/16 14:54
1,1,2-Trichloroethane ug/L ND 1.0 12/27/16 14:54
1,1-Dichloroethane ug/L ND 1.0 12/27/16 14:54
1,1-Dichloroethene ug/L ND 1.0 12/27/16 14:54
1,2,3-Trichloropropane ug/L ND 1.0 12/27/16 14:54
1,2-Dibromo-3-chloropropane ug/L ND 2.0 12/27/16 14:54
1,2-Dibromoethane (EDB)ug/L ND 1.0 12/27/16 14:54
1,2-Dichlorobenzene ug/L ND 1.0 12/27/16 14:54
1,2-Dichloroethane ug/L ND 1.0 12/27/16 14:54
1,2-Dichloropropane ug/L ND 1.0 12/27/16 14:54
1,4-Dichlorobenzene ug/L ND 1.0 12/27/16 14:54
2-Butanone (MEK)ug/L ND 5.0 12/27/16 14:54
2-Hexanone ug/L ND 5.0 12/27/16 14:54
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 12/27/16 14:54
Acetone ug/L ND 25.0 12/27/16 14:54
Acrylonitrile ug/L ND 10.0 12/27/16 14:54
Benzene ug/L ND 1.0 12/27/16 14:54
Bromochloromethane ug/L ND 1.0 12/27/16 14:54
Bromodichloromethane ug/L ND 1.0 12/27/16 14:54
Bromoform ug/L ND 1.0 12/27/16 14:54
Bromomethane ug/L ND 2.0 12/27/16 14:54
Carbon disulfide ug/L ND 2.0 12/27/16 14:54
Carbon tetrachloride ug/L ND 1.0 12/27/16 14:54
Chlorobenzene ug/L ND 1.0 12/27/16 14:54
Chloroethane ug/L ND 1.0 12/27/16 14:54
Chloroform ug/L ND 1.0 12/27/16 14:54
Chloromethane ug/L ND 1.0 12/27/16 14:54
cis-1,2-Dichloroethene ug/L ND 1.0 12/27/16 14:54
cis-1,3-Dichloropropene ug/L ND 1.0 12/27/16 14:54
Dibromochloromethane ug/L ND 1.0 12/27/16 14:54
Dibromomethane ug/L ND 1.0 12/27/16 14:54
Ethylbenzene ug/L ND 1.0 12/27/16 14:54
Iodomethane ug/L ND 5.0 12/27/16 14:54
Methylene Chloride ug/L ND 1.0 12/27/16 14:54
Styrene ug/L ND 1.0 12/27/16 14:54
Tetrachloroethene ug/L ND 1.0 12/27/16 14:54
Toluene ug/L ND 1.0 12/27/16 14:54
trans-1,2-Dichloroethene ug/L ND 1.0 12/27/16 14:54
trans-1,3-Dichloropropene ug/L ND 1.0 12/27/16 14:54
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 33 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1900335
Associated Lab Samples:92324275008, 92324275009, 92324275010, 92324275011
Matrix:Water
Analyzed
trans-1,4-Dichloro-2-butene ug/L ND 1.0 12/27/16 14:54
Trichloroethene ug/L ND 1.0 12/27/16 14:54
Trichlorofluoromethane ug/L ND 1.0 12/27/16 14:54
Vinyl acetate ug/L ND 2.0 12/27/16 14:54
Vinyl chloride ug/L ND 1.0 12/27/16 14:54
Xylene (Total)ug/L ND 1.0 12/27/16 14:54
1,2-Dichloroethane-d4 (S)%95 70-130 12/27/16 14:54
4-Bromofluorobenzene (S)%102 70-130 12/27/16 14:54
Toluene-d8 (S)%96 70-130 12/27/16 14:54
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1900336LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 50.550 101 80-125
1,1,1-Trichloroethane ug/L 50.250 100 71-129
1,1,2,2-Tetrachloroethane ug/L 50.350 101 79-124
1,1,2-Trichloroethane ug/L 54.250 108 85-125
1,1-Dichloroethane ug/L 51.750 103 73-126
1,1-Dichloroethene ug/L 54.750 109 66-135
1,2,3-Trichloropropane ug/L 49.050 98 75-130
1,2-Dibromo-3-chloropropane ug/L 50.750 101 71-133
1,2-Dibromoethane (EDB)ug/L 50.250 100 83-124
1,2-Dichlorobenzene ug/L 51.150 102 80-133
1,2-Dichloroethane ug/L 47.350 95 67-128
1,2-Dichloropropane ug/L 54.150 108 75-132
1,4-Dichlorobenzene ug/L 49.850 100 78-130
2-Butanone (MEK)ug/L 93.6100 94 61-144
2-Hexanone ug/L 101100 101 68-143
4-Methyl-2-pentanone (MIBK)ug/L 106100 106 72-135
Acetone ug/L 91.3100 91 48-146
Acrylonitrile ug/L 268250 107 40-160
Benzene ug/L 53.450 107 80-125
Bromochloromethane ug/L 51.650 103 71-125
Bromodichloromethane ug/L 55.850 112 78-124
Bromoform ug/L 50.950 102 71-128
Bromomethane ug/L 47.350 95 40-160
Carbon disulfide ug/L 53.750 107 50-160
Carbon tetrachloride ug/L 52.250 104 69-131
Chlorobenzene ug/L 51.050 102 81-122
Chloroethane ug/L 55.250 110 39-148
Chloroform ug/L 49.850 100 73-127
Chloromethane ug/L 52.850 106 44-146
cis-1,2-Dichloroethene ug/L 50.250 100 74-124
cis-1,3-Dichloropropene ug/L 54.550 109 72-132
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 34 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1900336LABORATORY CONTROL SAMPLE:
LCSSpike
Dibromochloromethane ug/L 52.050 104 78-125
Dibromomethane ug/L 53.150 106 82-120
Ethylbenzene ug/L 50.250 100 79-121
Iodomethane ug/L 92.9100 93 39-154
Methylene Chloride ug/L 50.850 102 64-133
Styrene ug/L 51.950 104 84-126
Tetrachloroethene ug/L 49.250 98 78-122
Toluene ug/L 53.250 106 80-121
trans-1,2-Dichloroethene ug/L 51.450 103 71-127
trans-1,3-Dichloropropene ug/L 53.650 107 69-141
trans-1,4-Dichloro-2-butene ug/L 45.350 91 40-160
Trichloroethene ug/L 52.350 105 78-122
Trichlorofluoromethane ug/L 57.650 115 53-137
Vinyl acetate ug/L 103100 103 40-160
Vinyl chloride ug/L 47.550 95 58-137
Xylene (Total)ug/L 151150 101 81-126
1,2-Dichloroethane-d4 (S)%88 70-130
4-Bromofluorobenzene (S)%100 70-130
Toluene-d8 (S)%101 70-130
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1900338MATRIX SPIKE SAMPLE:
MSSpike
Result
92324563001
1,1,1,2-Tetrachloroethane ug/L 21.420 107 70-130ND
1,1,1-Trichloroethane ug/L 19.420 97 70-130ND
1,1,2,2-Tetrachloroethane ug/L 22.020 110 70-130ND
1,1,2-Trichloroethane ug/L 22.420 112 70-130ND
1,1-Dichloroethane ug/L 40.420 93 70-13021.8
1,1-Dichloroethene ug/L 13.7 M1206770-166ND
1,2,3-Trichloropropane ug/L 21.520 107 70-130ND
1,2-Dibromo-3-chloropropane ug/L 21.320 106 70-130ND
1,2-Dibromoethane (EDB)ug/L 21.120 105 70-130ND
1,2-Dichlorobenzene ug/L 21.720 108 70-130ND
1,2-Dichloroethane ug/L 19.620 98 70-130ND
1,2-Dichloropropane ug/L 21.820 109 70-130ND
1,4-Dichlorobenzene ug/L 21.520 105 70-1300.59J
2-Butanone (MEK)ug/L 41.140 103 70-130ND
2-Hexanone ug/L 42.940 107 70-130ND
4-Methyl-2-pentanone (MIBK)ug/L 43.740 109 70-130ND
Acetone ug/L 32.140 80 70-130ND
Acrylonitrile ug/L 97.0100 97 70-130ND
Benzene ug/L 21.220 104 70-1480.40J
Bromochloromethane ug/L 20.720 104 70-130ND
Bromodichloromethane ug/L 22.820 114 70-130ND
Bromoform ug/L 20.620 103 70-130ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 35 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1900338MATRIX SPIKE SAMPLE:
MSSpike
Result
92324563001
Bromomethane ug/L 10.4 M1205270-130ND
Carbon disulfide ug/L 8.5 M1204270-130ND
Carbon tetrachloride ug/L 19.620 98 70-130ND
Chlorobenzene ug/L 21.920 109 70-146ND
Chloroethane ug/L 7.5 M1203870-130ND
Chloroform ug/L 19.720 98 70-130ND
Chloromethane ug/L 1.8 M120970-130ND
cis-1,2-Dichloroethene ug/L 23.420 94 70-1304.6J
cis-1,3-Dichloropropene ug/L 21.220 106 70-130ND
Dibromochloromethane ug/L 21.220 106 70-130ND
Dibromomethane ug/L 20.920 104 70-130ND
Ethylbenzene ug/L 21.720 109 70-130ND
Iodomethane ug/L 12.3 M1403170-130ND
Methylene Chloride ug/L 19.520 95 70-130ND
Styrene ug/L 22.120 111 70-130ND
Tetrachloroethene ug/L 27.020 103 70-1306.5
Toluene ug/L 21.620 108 70-155ND
trans-1,2-Dichloroethene ug/L 17.520 87 70-130ND
trans-1,3-Dichloropropene ug/L 20.920 104 70-130ND
trans-1,4-Dichloro-2-butene ug/L 17.120 85 70-130ND
Trichloroethene ug/L 27.720 107 69-1516.2
Trichlorofluoromethane ug/L 10.7 M1205170-1300.59J
Vinyl acetate ug/L 34.140 85 70-130ND
Vinyl chloride ug/L 1.2 M120670-130ND
1,2-Dichloroethane-d4 (S)%96 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%100 70-130
Parameter Units
Dup
Result QualifiersRPDResult
92324275008
1900337SAMPLE DUPLICATE:
1,1,1,2-Tetrachloroethane ug/L NDND
1,1,1-Trichloroethane ug/L NDND
1,1,2,2-Tetrachloroethane ug/L NDND
1,1,2-Trichloroethane ug/L NDND
1,1-Dichloroethane ug/L NDND
1,1-Dichloroethene ug/L NDND
1,2,3-Trichloropropane ug/L NDND
1,2-Dibromo-3-chloropropane ug/L NDND
1,2-Dibromoethane (EDB)ug/L NDND
1,2-Dichlorobenzene ug/L NDND
1,2-Dichloroethane ug/L NDND
1,2-Dichloropropane ug/L NDND
1,4-Dichlorobenzene ug/L NDND
2-Butanone (MEK)ug/L NDND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 36 of 42
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92324275
Town of Kernersville
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Dup
Result QualifiersRPDResult
92324275008
1900337SAMPLE DUPLICATE:
2-Hexanone ug/L NDND
4-Methyl-2-pentanone (MIBK)ug/L NDND
Acetone ug/L NDND
Acrylonitrile ug/L NDND
Benzene ug/L NDND
Bromochloromethane ug/L NDND
Bromodichloromethane ug/L NDND
Bromoform ug/L NDND
Bromomethane ug/L NDND
Carbon disulfide ug/L NDND
Carbon tetrachloride ug/L NDND
Chlorobenzene ug/L NDND
Chloroethane ug/L NDND
Chloroform ug/L NDND
Chloromethane ug/L NDND
cis-1,2-Dichloroethene ug/L NDND
cis-1,3-Dichloropropene ug/L NDND
Dibromochloromethane ug/L NDND
Dibromomethane ug/L NDND
Ethylbenzene ug/L NDND
Iodomethane ug/L NDND
Methylene Chloride ug/L NDND
Styrene ug/L NDND
Tetrachloroethene ug/L NDND
Toluene ug/L NDND
trans-1,2-Dichloroethene ug/L NDND
trans-1,3-Dichloropropene ug/L NDND
trans-1,4-Dichloro-2-butene ug/L NDND
Trichloroethene ug/L NDND
Trichlorofluoromethane ug/L NDND
Vinyl acetate ug/L NDND
Vinyl chloride ug/L NDND
Xylene (Total)ug/L NDND
1,2-Dichloroethane-d4 (S)%96 5101
4-Bromofluorobenzene (S)%100 0100
Toluene-d8 (S)%99 1100
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
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Huntersville, NC 28078
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Page 37 of 42
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92324275
Town of Kernersville
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - CharlottePASI-C
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 38 of 42
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92324275
Town of Kernersville
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92324275001 342311 3429503404-MW-3D EPA 3010A EPA 6010
92324275002 342311 3429503404-MW-3S EPA 3010A EPA 6010
92324275003 342311 3429503404-MW-4 EPA 3010A EPA 6010
92324275004 342311 3429503404-SW-2 EPA 3010A EPA 6010
92324275005 342311 3429503404-SW-1 EPA 3010A EPA 6010
92324275006 342311 3429503404-SW-3 EPA 3010A EPA 6010
92324275007 342311 3429503404-MW-2 EPA 3010A EPA 6010
92324275008 342311 342950DuplicateEPA 3010A EPA 6010
92324275009 342311 3429503404-MW-5 EPA 3010A EPA 6010
92324275010 342311 3429503404-MW-6 EPA 3010A EPA 6010
92324275011 342311 3429503404-Field Blank EPA 3010A EPA 6010
92324275001 3425593404-MW-3D EPA 8260
92324275002 3425593404-MW-3S EPA 8260
92324275003 3425593404-MW-4 EPA 8260
92324275004 3425593404-SW-2 EPA 8260
92324275005 3425593404-SW-1 EPA 8260
92324275006 3425593404-SW-3 EPA 8260
92324275007 3425593404-MW-2 EPA 8260
92324275008 342560DuplicateEPA 8260
92324275009 3425603404-MW-5 EPA 8260
92324275010 3425603404-MW-6 EPA 8260
92324275011 3425603404-Field Blank EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/03/2017 04:07 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 39 of 42
Page 40 of 42
Page 41 of 42
Page 42 of 42

APPENDIX II

Historical Summary Tables
TABLE 1A
SUMMARY OF HISTORICAL GROUNDWATER ELEVATIONS
MW-1 MW-6 MW-2 MW-3S MW-3D 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.
Well ID:
DowngradientBackground
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering
TABLE 1B
MONITORING WELL AND BORING COMPLETION SUMMARY
CASING GROUND
DIAMETER SURFACE B.G.S.B.T.O.C.
inches feet feet 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 2 801.77 804.87 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
TOTAL DEPTH
WELL
NUMBER
LITHOLOGY OF
SCREENED INTERVAL*T.O.C.
WELL ELEVATIONS
feet above M.S.L.
SCREENED INTERVAL*
DEPTH B.G.S.ELEV. M.S.L.
Town of Kernersville Landfill Page 1 of 1 Joyce Engineering
TABLE 2
SUMMARY OF ESTIMATED HYDRAULIC GRADIENT AND LINEAR VELOCITY
GROUND-HORIZ.HYDRAULIC EFFECTIVE LINEAR
WATER GRADIENT,CONDUCTIVITY POROSITY VELOCITY,
ELEV.i K n V
(feet)(ft/ft) (ft/day)(ft/day)
785
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.
0.20i1SW
November 2014
1.730.04
GRADIENT
CALCULATION
SEGMENT
FLOW LINE
LENGTH
(feet)
FLOW
DIRECTION
0.30851
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D 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 J
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 111 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 J 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 J ---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
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Cobalt 30-Dec-09 0.7 10.0 ---ND 6.4 J 11.2 ND 1.8 J ---ND
GWPS = 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
GWPS = 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
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D 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 J 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
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D 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 J 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 J 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 J 3.0 J 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 J 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 J 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 J 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-Dichloroethene 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
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D 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 J ---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 0.30 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
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
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 J
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 J
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 J
NC 2B = NE µg/L (05/01/07)01-Nov-11 2.2 100 ND ND ND 14.6 J
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
Parameter Concentration Interpretation Possible Points Awarded Points Awarded
in Plume Points with DP points without DP points
Oxygen < 0.5 mg/L Tolerated, suppresses the reductive pathway at higher 3 0 0
concentrations
> 5 mg/L Not tolerated; however, vinyl chloride may be oxidized -3 0 0
aerobically
Nitrate < 1 mg/L At higher concentrations may compete with reductive 2 2 2
pathway
Iron II (Ferrous Iron)> 1 mg/L Reductive pathway possible; vinyl chloride may be 3 0 0
oxidized under Fe (III) - reducing conditions
Sulfate < 20 mg/L At higher concentrations may compete with reductive 2 2 2
pathway
Sulfide > 1 mg/L Reductive pathway possible 3 0 0
Methane < 0.5 mg/L Vinyl chloride oxidizes 0
> 0.5 mg/L Ultimate reductive daughter product, vinyl chloride 3 0 0
accumulates
Oxidation Reduction < 50 mV Reductive pathway possible 1 1 1
Potential < -100 mV Reductive pathway likely 2
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 energy source; drives dechlorination; can 2 0 0
be natural or anthropogenic
Temperature >20o C At T > 20oC biochemical process is accelerated 1 0 0
Carbon Dioxide > 2x background Ultimate oxidative daughter product 1 0 0
Alkalinity > 2x background Results from interaction between CO2 and 1 1 1
aquifer minerals
Chloride > 2x background Daughter product of organic chlorine 2 2 2
Hydrogen > 1 nM Reductive pathway possible 3 3 3
< 1 nM Vinyl chloride oxidizes 0
Volatile Fatty Acids > 0.1 mg/L Intermediates resulting from biodegradation of more 2 0 0
complex compounds; carbon and energy source
BTEX > 0.1 mg/L Carbon and energy source; drives dechlorination 2 0 0
Tetrachloroethene (PCE)---Material released 0 0 0
Trichloroethene (TCE)---Material released 0 0 0
---Daughter product of PCE 2 2 0
Dichloroethenes (DCE)---Material released 0 0 0
Daughter product of TCE 2 2 0
Dichloroethene, cis-1,2,---Material released 0 0 0
---Daughter product of trichlorethene 2 2 0
Vinyl Chloride (VC)---Material released 0 0 0
---Daughter product of DCE 2 2 0
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 0
Chloroethane ---Daughter product of dichloroethane or vinyl chloride 0 0 0
under reducing conditions 2 2 0
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
Based on data collected in November 2014.Total Points Awarded :23 11
mg/L = miligrams per liter
mV = millivolts NOTE: Chloroethane, Methane, TCE, DCE, cis-1,2-DCE, MC, VC, DCA, and CO2 are all present in the plume; however,
nM = Nanometer it is uncertain whether these are primary leachate constituents or daughter products (DPs); therefore, we
C = Celcius have two calculation columns. The first column assumes all of these are daughter products, and the
NA = Not Analyzed second column assumes none of them are. The true score is probably between the two.
BTEX = Sum of Benzene, Toluene, Ethylbenzene, and Total Xylenes
SCORE:Evid. of Nat. Atten.
This screening matrix is prepared in general accordance with the United Stated Environmental Protection Agency's < 5 inadequate
(EPA's) Table 2.3 Analytical Parameters and Weighted for Preliminary Screening for Anaerobic Biodegradation 6-14 limited
Process presented in the EPA's Technical Protocol for Evaluating Natural Attenuation of Chlorinated Solvents 15-19 adequate
in Groundwater , September 1988.> 20 strong
Town of Kernersville Joyce Engineering
Appendix II
Summary of Detections
WELL ID PARAMETER RESULT UNITS METHOD MDL SWSL COLLECT DATE
3404-MW2 Hydrogen 2 nM AM20GAX 0.13 NE 11/20/2014
3404-MW2 Barium 301 ug/L EPA 6010 2.5 100 11/20/2014
3404-MW2 1,1-Dichloroethane 21.5 ug/L EPA 8260 0.32 5 11/20/2014
3404-MW2 1,2-Dichloropropane 4.1 ug/L EPA 8260 0.27 1 11/20/2014
3404-MW2 1,4-Dichlorobenzene 4.7 ug/L EPA 8260 0.33 1 11/20/2014
3404-MW2 Benzene 6.2 ug/L EPA 8260 0.25 1 11/20/2014
3404-MW2 cis-1,2-Dichloroethene 44.9 ug/L EPA 8260 0.19 5 11/20/2014
3404-MW2 Tetrachloroethene 1.1 ug/L EPA 8260 0.46 1 11/20/2014
3404-MW2 Trichloroethene 5.1 ug/L EPA 8260 0.47 1 11/20/2014
3404-MW2 Vinyl chloride 5.2 ug/L EPA 8260 0.62 1 11/20/2014
3404-MW2 Methane 4980 ug/L RSK 175 3.3 NE 11/20/2014
3404-MW2 Alkalinity, Total as CaCO3 159000 ug/L SM 2320B 1000 NE 11/20/2014
3404-MW2 Chloride 17100 ug/L SM 4500-Cl-E 500 NE 11/20/2014
3404-MW2 BOD, 5 day 4900 ug/L SM 5210B 2000 NE 11/20/2014
3404-MW2 Total Organic Carbon 2150 ug/L SM 5310B 500 NE 11/20/2014
3404-MW3D Hydrogen 4.4 nM AM20GAX 0.13 NE 11/20/2014
3404-MW3D 1,2-Dichloropropane 1.2 ug/L EPA 8260 0.27 1 11/20/2014
3404-MW3D 1,4-Dichlorobenzene 3.8 ug/L EPA 8260 0.33 1 11/20/2014
3404-MW3D cis-1,2-Dichloroethene 55.4 ug/L EPA 8260 0.19 5 11/20/2014
3404-MW3D Vinyl chloride 5.3 ug/L EPA 8260 0.62 1 11/20/2014
3404-MW3D Methane 182 ug/L RSK 175 3.3 NE 11/20/2014
3404-MW3D Alkalinity, Total as CaCO3 159000 ug/L SM 2320B 1000 NE 11/20/2014
3404-MW3D Chloride 17300 ug/L SM 4500-Cl-E 500 NE 11/20/2014
3404-MW3D Chemical Oxygen Demand 431000 ug/L SM 5220D 12500 NE 11/20/2014
3404-MW3D Total Organic Carbon 1370 ug/L SM 5310B 500 NE 11/20/2014
3404-MW3S Hydrogen 1.1 nM AM20GAX 0.13 NE 11/20/2014
3404-MW3S Barium 113 ug/L EPA 6010 2.5 100 11/20/2014
3404-MW3S Zinc 20.9 ug/L EPA 6010 5 10 11/20/2014
3404-MW3S 1,4-Dichlorobenzene 1.9 ug/L EPA 8260 0.33 1 11/20/2014
3404-MW3S cis-1,2-Dichloroethene 9.6 ug/L EPA 8260 0.19 5 11/20/2014
3404-MW3S Vinyl chloride 2.1 ug/L EPA 8260 0.62 1 11/20/2014
3404-MW3S Methane 159 ug/L RSK 175 3.3 NE 11/20/2014
3404-MW3S Alkalinity, Total as CaCO3 151000 ug/L SM 2320B 1000 NE 11/20/2014
3404-MW3S Chloride 27900 ug/L SM 4500-Cl-E 500 NE 11/20/2014
3404-MW3S Total Organic Carbon 1750 ug/L SM 5310B 500 NE 11/20/2014
3404-MW4 Hydrogen 1.4 nM AM20GAX 0.13 NE 11/20/2014
3404-MW4 1,4-Dichlorobenzene 2.6 ug/L EPA 8260 0.33 1 11/20/2014
3404-MW4 cis-1,2-Dichloroethene 19.3 ug/L EPA 8260 0.19 5 11/20/2014
3404-MW4 Vinyl chloride 16.2 ug/L EPA 8260 0.62 1 11/20/2014
3404-MW4 Methane 186 ug/L RSK 175 3.3 NE 11/20/2014
3404-MW4 Alkalinity, Total as CaCO3 181000 ug/L SM 2320B 1000 NE 11/20/2014
3404-MW4 Chloride 17100 ug/L SM 4500-Cl-E 500 NE 11/20/2014
3404-MW4 Total Organic Carbon 1100 ug/L SM 5310B 500 NE 11/20/2014
3404-MW5 Barium 108 ug/L EPA 6010 2.5 100 11/20/2014
3404-MW5 Cobalt 10.2 ug/L EPA 6010 2.5 10 11/20/2014
3404-MW5 Zinc 55 ug/L EPA 6010 5 10 11/20/2014
Town of Kernersville Landfill Joyce Engineering
Appendix III
Summary of Exceedances
WELL ID PARAMETER RESULT UNITS METHOD MDL NC2L or GWPS COLLECT DATE
3404-MW2 1,1-Dichloroethane 21.5 ug/L EPA 8260 0.32 6 11/20/2014
3404-MW2 1,2-Dichloropropane 4.1 ug/L EPA 8260 0.27 0.6 11/20/2014
3404-MW2 Benzene 6.2 ug/L EPA 8260 0.25 1 11/20/2014
3404-MW2 Tetrachloroethene 1.1 ug/L EPA 8260 0.46 0.7 11/20/2014
3404-MW2 Trichloroethene 5.1 ug/L EPA 8260 0.47 3 11/20/2014
3404-MW2 Vinyl chloride 5.2 ug/L EPA 8260 0.62 0.03 11/20/2014
3404-MW3D 1,2-Dichloropropane 1.2 ug/L EPA 8260 0.27 0.6 11/20/2014
3404-MW3D Vinyl chloride 5.3 ug/L EPA 8260 0.62 0.03 11/20/2014
3404-MW3S Vinyl chloride 2.1 ug/L EPA 8260 0.62 0.03 11/20/2014
3404-MW4 Vinyl chloride 16.2 ug/L EPA 8260 0.62 0.03 11/20/2014
3404-MW5 Cobalt 10.2 ug/L EPA 6010 2.5 1 11/20/2014
Town of Kernersville Landfill Joyce Engineering