HomeMy WebLinkAbout3404_CityOfKernersville_GWMR_DIN27758_20160909 2211 W. Meadowview Rd., #101
Greensboro, NC 27409
tel: 336/323-0092
fax: 336/323-0093
www.JoyceEngineering.com
September 9, 2016
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: First Semiannual Water Quality Monitoring Report of 2016
Closed Town of Kernersville Landfill, Permit No. 34-04
Forsyth County, North Carolina
JOYCE Project No. 00838.1601.12 Task No. 02
Dear Ms. Drummond:
On behalf of the Town of Kernersville, Joyce Engineering is submitting the First
Semiannual Water Quality Monitoring Report of 2016 for the closed Town of Kernersville Landfill,
Permit No. 34-04. The attached report contains electronic versions of the complete report and all
appendices for the June 2016 sampling event. Also attached is the North Carolina Environmental
Monitoring Reporting Form for the June 2016 monitoring event.
If you wish to have a hard copy of the report, drawings, or appendices, we will be happy to
provide it upon your request. Please feel free to contact me or Alex Everhart at (336) 323-0092 if
you have any questions regarding this report.
Sincerely,
JOYCE ENGINEERING
Hannu Kemppinen P.G.
Senior Project Consultant
Attachment
C: Thad Buck – Town of Kernersville, Solid Waste Superintendent
PREPARED FOR:
TOWN OF KERNERSVILLE
PUBLIC WORKS DEPARTMENT
P.O. BOX 728
KERNERSVILLE, NORTH CAROLINA 27285-0728
CLOSED TOWN OF KERNERSVILLE LANDFILL
PERMIT NO. 34-04
FIRST SEMIANNUAL WATER QUALITY MONITORING
REPORT OF 2016
SEPTEMBER 2016
PREPARED BY:
2211 WEST MEADOWVIEW ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27407
NC LICENSE NUMBER C-0782
PHONE: (336) 323-0092
FAX: (336) 323-0093
JOYCE PROJECT NO. 838.1601.12
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
i
First Semiannual Water Quality Monitoring Report of 2016
Closed Town of Kernersville Landfill
Forsyth County, North Carolina
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 .................................................................................... 3
3.0 FIRST SEMIANNUAL SAMPLING EVENT OF 2015 ............................................... 3
3.1 Field Work and Visual Inspection ...................................................................................... 3
3.2 Laboratory Analysis and Quality Control ........................................................................... 4
4.0 DATA ANALYSIS ............................................................................................................ 5
4.1 Groundwater Data Analysis and Comparisons to Standards .............................................. 5
4.2 Surface Water Data Analysis and Comparisons to Standards ............................................ 5
5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA)................ 6
5.1 MNA Parameters and Biodegradation Screening Matrix ................................................... 6
6.0 CONCLUSION ................................................................................................................. 7
7.0 REFERENCES .................................................................................................................. 7
Tables
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
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
ii
First Semiannual Water Quality Monitoring Report of 2016
Closed Town of Kernersville Landfill
Forsyth County, North Carolina
TABLE OF CONTENTS
(Continued)
Figure
Figure 1 Site Location Map
Drawing
Drawing 1 Potentiometric Surface Contour Map
Appendices
Appendix I Laboratory Analytical Reports and Field Data Logs
Appendix II Summary of Detected Constituents
Appendix III Summary of Exceedances
Appendix IV Summary of Field Parameters
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
1
1.0 INTRODUCTION
1.1 Site Information
The closed Town of Kernersville Landfill is a closed, unlined municipal solid waste (MSW)
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. The property boundary is indicated on an excerpt from the 7.5
minutes USGS topographic map for Belews Creek, North Carolina (Figure 1). The facility was
issued a Permit to Operate on May 15, 1985 and a letter of closure was issued on December 10,
1991.
The area surrounding the landfill is zoned residential/agricultural and contains open fields and
woodlands. The landfill is separated to the North from the Waste Management Piedmont
Landfill and Recycling Center Facility by Freeman Road. The landfill is bounded to the south by
an unnamed tributary of Belews Creek.
1.2 Site Geology and Hydrogeology
The closed Town of Kernersville Landfill is located in the Piedmont physiographic providence
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 uppermost fractured bedrock, which are well connected. The
groundwater level measurements taken on June 28, 2016, were used to construct the groundwater
surface contours shown in Drawing 1. Historical static water levels are provided in Table 1A.
Well construction parameters can be found in Table 1B. Groundwater flow at the site is generally
to the southwest.
Using the hydraulic gradients along the flow paths shown on Drawing 1, the linear flow velocity
(V) was estimated using the modified Darcy equation: V=Ki/n. The hydraulic gradient (i) is 0.03
ft/ft. An effective porosity value (n) of 30 percent was estimated and a hydraulic conductivity
(K) 1.73 ft/day was estimated from slug tests completed by JOYCE in November 2013 at the
closed Town of Kernersville Landfill. The calculated groundwater flow rate averages
approximately 63.26 ft/year. A summary of the hydraulic gradients and linear flow velocities is
provided in Table 2.
1.3 Regulatory Status
The closed Town of Kernersville Landfill is currently monitoring groundwater in accordance
with criteria set forth in Title 15A Subchapter 13B .0500 of the North Carolina Solid Waste
Management Rules (NCSWMR) for municipal solid waste landfills (MSWLF) closed prior to
October 9, 1993.
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
2
Based on the presence of constituents above 2L standards that could potentially be crossing the
facility boundary, Solid Waste Section (SWS) requested that Kernersville submit a Groundwater
Assessment Plan to evaluate site conditions as they relate to groundwater quality. The
Groundwater Assessment Report was submitted to SWS on May 13, 2013. The Groundwater
Assessment Report concluded that, based on site hydrogeology, it is very unlikely that the site
impacts above 2L standards are crossing the boundary.
In a July 16, 2013, response to the Groundwater Assessment Report, SWS determined that
despite the conclusion of the Assessment Report, the detection of VOCs at concentrations that
exceed 2L standards beyond the compliance boundary of the site constitutes a violation of Solid
Waste Section regulations. As required by SWS JOYCE submitted a Corrective Action Plan
(CAP) on behalf of the closed Town of Kernersville Landfill in July 2014. SWS approved the
Corrective Action Plan in a letter dated November 4, 2014.
2.0 FACILITY MONITORING PROGRAM
2.1 Groundwater Monitoring Program
The current groundwater compliance monitoring network includes six monitoring wells,
including one upgradient well and five downgradient wells. These wells are summarized below,
along with their current monitoring program status.
Monitoring Well Classification Monitoring Program Total Depth from
TOC (ft)
MW-1 Former Background Water Levels Only 34.69
MW-2 Compliance/MNA Detection (.0500)/CAP 13.18
MW-3S Compliance/MNA Detection (.0500)/CAP 24.00
MW-3D Compliance/MNA Detection (.0500)/CAP 56.96
MW-4 Compliance/MNA Detection (.0500)/CAP 14.40
MW-5 Compliance Detection (.0500) 11.36
MW-6 Background/MNA Detection (.0500)/CAP 20.46
*TOC = Top of casing.
Corrective Action Plan (CAP): Monitored Natural Attenuation (MNA) and Phytoremediation
The locations of the monitoring wells are shown on Drawing 1. Existing monitoring well MW-6
serves as the background well for the facility. Monitoring well MW-6 replaced MW-1 as the
facility’s background well due to infrequent opportunities to sample the well as a result of low
well volumes or the well-being dry. Downgradient monitoring wells MW-2, -3S, -3D, -4, and -5
are monitored as part of the compliance network for the facility. MW-1 is monitored for water
levels only, as conditions permit. As a condition of the CAP monitoring wells MW-2, -3S, -3D,
-4 and -6 are now monitored for the MNA constituents; nitrate, sulfate, chloride, sulfide,
alkalinity, total organic carbon, methane, ethane, ethene, volatile fatty acids, dissolved hydrogen,
biological oxygen demand, chemical oxygen demand.
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
3
Groundwater samples are collected semiannually during the second and fourth quarters. Samples
are analyzed for all constituents listed in the NCSWMR Appendix I and MNA parameters during
both the first and second semiannual events.
2.2 Surface Water Monitoring Program
Surface water at the closed Town of Kernersville Landfill is monitored semiannually in
conjunction with the groundwater sampling events. Samples are collected from three surface
water monitoring points (SW-1, SW-2, and SW-3). The locations of the surface water monitoring
points are shown on Drawing No. 1.
Surface water samples are collected and analyzed for the NCSWMR Appendix I list of
constituents during both semiannual monitoring events. The results are compared to the 15A
NCAC 2B (NC 2B) Surface Water Standards in a value-to-value comparison. These surface
water monitoring points are summarized below, along with their current monitoring program
status.
Surface Point Classification Monitoring Program
SW-1 Up Stream/Compliance Surface Water
SW-2 Compliance Surface Water
SW-3 Compliance Surface Water
3.0 First SEMIANNUAL SAMPLING EVENT OF 2016
3.1 Field Work and Visual Inspection
In order to detect potential releases of leachate and/or landfill gas migration in a timely manner,
a visual inspection program has been implemented at the closed Town of Kernersville Landfill.
This inspection program involves field personnel making the following observations:
Observation of stress induced on the biological community (i.e., dead or dying vegetation),
Indications of leachate impact (i.e., seeps, impacted surface water),
Observations of erosion; and
Negative changes around the waste facility.
On June 28-29, 2016, Joyce Engineering (JOYCE) personnel visited the facility to purge and
sample the facility’s monitoring wells MW-2, MW-3S, MW-3D, MW-4 and MW-5. Well MW-6
was dry and was not sampled. Prior to purging, the depth to static water level was measured for
all monitoring wells with an electronic water level indicator, accurate to 0.01 foot. MW-1 was
measured for a static water level only.
Monitoring wells were purged and sampled using either disposable bailers or a peristaltic pump.
Measurements of temperature, pH, specific conductivity, dissolved oxygen, oxidation reduction
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
4
potential and turbidity were recorded in the site specific log book prior to purging, after each
purge volume, and during sampling. Prior to sampling, laboratory-supplied containers were
prepared with the following information:
Monitoring well number (completed by field personnel),
Date and time of sample collection (completed by field personnel),
Initials of sampling personnel (completed by field personnel),
Project name and number (completed by the laboratory),
Chemical preservative (completed by the laboratory); and
Requested chemical analysis (completed by the laboratory).
Groundwater samples from each monitoring well were collected directly from the disposable
bailers in the provided laboratory containers either immediately after purging or within 24 hours
of the final purge volume. Immediately after collection, the samples were placed in a laboratory
provided cooler and chilled on ice. Field data logs are provided in the Appendix to this report.
Surface water samples were collected directly from stream flow, by lowering the prepared
sample containers into the stream flow with the opening facing into the current flow. Care was
taken not to overflow the sample containers (which could lead to preservative loss) and avoid
sample-induced turbidity. At the time of sampling, surface water was also measured for
temperature, pH, specific conductivity, and turbidity. After sample collection, the samples were
placed in a laboratory provided cooler and chilled on ice. Field data logs are provided in the
Appendix.
3.2 Laboratory Analysis and Quality Control
The June 2016 groundwater and surface water samples were submitted to Pace Analytical
Services, Inc. of Huntersville, North Carolina under chain-of-custody control for analysis. As
presented earlier, the groundwater samples were analyzed for the NCSWMR Appendix I and
MNA constituents. JOYCE requested a Level II data report for the final laboratory report. The
samples were received by the laboratory on June 29, 2016, in good condition, properly
preserved, and within analysis hold times.
In addition to samples collected for compliance monitoring at the closed Town of Kernersville
Landfill, a Field Blank was collected by JOYCE personnel as part of the June 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 June 2016 Field Blank was analyzed
for the NCSWMR Appendix I constituents while the June 2016 Trip Blank was analyzed for the
NCSWMR Appendix I volatile organics only.
Upon receipt of the laboratory data package, the data was reviewed by JOYCE personnel for the
following:
General typographical errors,
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
5
Correct analyses performed and within method specified hold times,
Biased data results based on Surrogate Recoveries, Matrix Spike, Matrix Spike Duplicate,
and Laboratory Control Samples,
Blank qualified data (B-flags),
Detections above the groundwater and surface water standards; and
Detections that are above historical levels.
4.0 DATA ANALYSIS
4.1 Groundwater Data Analysis and Comparisons to Standards
Results from the June 2016 sampling event were received June 29, 2016, from Pace and are
found in the Appendix. Analytical results from monitoring wells were compared directly to the
NC 2L Groundwater Standards (NC 2L) or Groundwater Protection Standards (GWPS).
The following inorganic and organic constituents were detected at quantified concentrations in
groundwater during the June 2016 sampling event. All concentrations are reported in
micrograms per liter (µg/L). Concentrations with a “J” are considered to be estimated.
Highlighted concentrations were detected above the NC 2L or GWPS in downgradient wells.
Constituent NC2L/
(GWPS)
Background Downgradient Blanks MW-6 MW-2 MW-3S MW-3D MW-4 MW-5
Barium 700 Dry 253 155 37.9 J 90.1 J 70.6 J ND
Zinc 1,000 Dry ND 404 ND 6.5 J 5.7 J ND
Cobalt 1 Dry ND 8.7 J ND 2.6 J 23.0 ND
Cadmium 2 Dry ND 2.6 ND ND ND ND
Chromium 10 Dry ND 11.9 ND 5.0 J ND ND
Copper 1,000 Dry ND 17.6 ND 2.7 J 2.5 J ND
Benzene 1 Dry 4.9 ND ND ND ND ND
1,4-Dichlorobenzene 6 Dry 4.8 1.7 3.9 2.4 ND ND
1,1-Dichloroethane 6 Dry 19.1 0.90 J 3.3 J 1.9 J ND ND
Cis-1,2-Dichloroethylene 70 Dry 42.4 7.5 53.2 19.5 ND ND
1,2-Dichloropropane 0.6 Dry 4.3 ND 1.2 ND ND ND
Trichloroethylene 3 Dry 4.9 ND ND ND ND ND
Tetrachloroethene 1 Dry 1.0 ND ND ND ND ND
Vanadium 0.3 Dry ND 45.2 ND 6.8 J 7.6 J ND
Vinyl Chloride 0.03 Dry 4.6 2.3 6.1 17.0 ND ND
*ND = Not Detected above laboratory detection limits
*NS= Well was bent and not sampled
*J= Estimated
In general, the organic and inorganic results are consistent with historical data. Historical
groundwater data can be found in Table 3. The results, as reported by the laboratory, the
laboratory quality/assurance/quality control information, and the chain-of-custody records are
included in the Appendix.
4.2 Surface Water Data Analysis and Comparisons to Standards
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
6
There were no detections above the NC SWSL in any of the surface points during the June 2016
event. Historical surface water data can be found in Table 4. The results, as reported by the
laboratory, the laboratory quality/assurance/quality control information, and the chain-of-custody
records are included in the Appendix.
5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA)
5.1 MNA Parameters and Biodegradation Screening Matrix
In accordance with the CAP for the facility, MNA baseline sampling was initiated with the June
2016 sampling event. The June 2016 sampling event will be the fourth and final baseline
sampling event for MNA. During the June 2016 sampling event the full list of MNA parameters
were obtained for the following wells: MW-2, MW-3S, MW-3D, and MW-4. MW-6 was dry
and was not sampled. MNA parameters included field parameters temperature, pH, specific
conductance, oxidation reduction potential, turbidity, dissolved oxygen, as well as laboratory
parameters dissolved hydrogen, nitrate, sulfate, chloride, alkalinity, sulfide TOC, ethane, ethene,
methane and volatile fatty acids Table 5 summarizes the MNA data where available. Laboratory
reports and field data forms are included in Appendix A.
The MNA parameter data were evaluated in general accordance with the United States
Environmental Protection Agency’s (EPA’s) Technical Protocol Manual (EPA, 1998) to
determine whether the conditions are conducive to, or whether there is evidence for anaerobic
degradation of the chlorinated hydrocarbons. Specifically, the results were evaluated according
to the weighted system presented in Table 2.3 of the Technical Protocol Manual, referred to
hereafter as the Biodegradation Screening Matrix. According to this 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 June 2016 sampling event for
downgradient wells within the contaminant plume, compared where appropriate to the
background well (MW-6). MW-6 was dry during the June 2016 event; therefore; the data from
2014 was used for comparison. The Biodegradation Screening Matrix is presented in Table 6 of
this report. The aspect of the scoring process is ambiguous with respect to how it should be
applied to a landfill site such as this facility, and that is the issue of daughter products. Methane,
carbon dioxide (CO2), cis-1,2-dichloroethylene, vinyl chloride, and 1,1-dichlroethane can all be
daughter products produced by the biodegradation of higher-order chlorinated ethanes and
ethenes, and as such, their presence can be strong indicators that biodegradation is occurring, and
are therefore included in the EPA scoring matrix. On the other hand, methane and CO2 are gases
produced by the natural metabolization of biomass by microorganisms in a landfill, and cis-1,2-
dichloroethylene, vinyl chloride, and 1,1-dichloroethane can be primary contaminants leached
from waste in landfills. Some of these compounds are present in the groundwater plume;
however, it is unclear whether or not they are daughter products indicating natural attenuation.
______________________________________________________________________________
First Semiannual Water Quality Monitoring Report of 2016 Joyce Engineering
Closed Town of Kernersville Landfill, Permit No. 34-04 September 2016
7
For this reason, the score has been calculated both with and without the points for daughter
products.
The following table summarizes the scoring results from Table 6 for both options for interpreting
the data. The scores ranged from 11 to 23 (adequate evidence of natural attenuation to strong
evidence of natural attenuation). In reality, the best score is probably in the middle of this range,
indicating limited evidence of natural attenuation.
Points Awarded
including DP’s
Points Awarded
excluding DP’s
21 11
DP’s = Points for possible daughter products.
6.0 CONCLUSION
Based on historical groundwater data, inorganic and organic constituents detected above their
respective NC 2L and GWPS in samples collected during the June 2016 sampling event are
consistent with previous events. In addition, there were no constituents detected at the surface
water monitoring points above the NC 2B Standards. The closed Town of Kernersville Landfill
will continue to monitor groundwater in accordance with the approved CAP. The next
semiannual sampling event is tentatively scheduled for November 2016.
7.0 REFERENCES
Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina
Geologic Survey, scale 1:500,000.
Fetter, C.W., 2001, Applied Hydrogeology, Fourth Edition: Prentice-Hall, Inc..
Johnson, A.I., 1967, Specific Yield - Compilation of Specific Yields For Various Materials: U.S.
Geological Survey Water Supply Paper 1662-D.
Joyce Engineering, Inc. 2010. Water Quality Monitoring Plan, Piedmont Landfill & Recycling
Center. September 2010.
North Carolina Department of Environment and Natural Resources, 1990-2012, Solid Waste
Management Regulations.
USEPA, 1986, RCRA Ground Water Monitoring Technical Enforcement Guidance Document
(TEGD).
USEPA, 1992, Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities,
Addendum to Interim Final Guidance, Chapter 2, July.
Tables
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
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
27-Apr-15 -784.66 758.49 751.11 752.34 753.61 769.62
19-Nov-15 -784.62 757.18 747.60 750.53 750.66 768.69
28-Jun-16 -784.55 757.34 750.32 751.01 753.33 768.69
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
Date of Water Table Measurements: June 28, 2016
SEGMENT HORIZ.HYDRAULIC EFFECTIVE LINEAR
FLOW BEGIN & END GRADIENT CONDUCTIVITY POROSITY VELOCITY
DIRECTION GW ELEVATION i K n e V
(feet-AMSL)(ft/ft) (ft/day)(ft/year)
785
760
Average 0.0311 Average 63.26
Notes:
Linear flow velocity: V = Ki/n e (modified Darcy equation).
1. Hydraulic conductivities (“K”) was estimated from slug test completed by JOYCE in April 2013
2. Velocity = Ki/n; assume homogeneous isotropic porous aquifer.
0.31 63.261.73E+00
FLOW LINE
SEGMENT
SEGMENT
LENGTH
(feet)
i 1 805 SW 0.0311
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
27-Apr-15 3.8 6.0 ------ND ND ND ND ND ND
19-Nov-15 3.8 6.0 ------ND ND ND ND ND ND
28-Jun-16 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
27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND
19-Nov-15 2.5 10.0 ------ND ND ND 2.7 J ND ND
28-Jun-16 2.5 10.0 ------ND ND ND ND 3.7 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
27-Apr-15 2.5 100 ------268 104 39.0 J 94.8 J 67.4 J ND
19-Nov-15 2.5 100 ------294 108 42.2 J 101 60.3 J ND
28-Jun-16 2.5 100 ------253 155 37.9 J 90.1 J 70.6 J 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
27-Apr-15 0.5 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.5 1.0 ------ND ND ND ND ND ND
28-Jun-16 0.5 1.0 ------0.60 J 0.74 J ND 0.52 J 0.54 J 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
27-Apr-15 0.5 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.5 1.0 ------ND ND ND ND ND ND
28-Jun-16 0.5 1.0 ------ND 2.6 ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 8 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
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
27-Apr-15 2.5 10.0 ------ND ND ND 7.2 J ND ND
19-Nov-15 2.5 10.0 ------ND ND ND 3.0 J ND ND
28-Jun-16 2.5 10.0 ------ND 11.9 ND 5.0 J ND ND
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
27-Apr-15 2.5 10.0 ------ND 2.7 J ND ND 10.7 ND
19-Nov-15 2.5 10.0 ------ND 3.9 J ND ND 3.5 J ND
28-Jun-16 2.5 10.0 ------ND 8.7 J ND 2.6 J 23.0 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
27-Apr-15 2.5 10.0 ------ND ND ND 3.5 B 3.6 B 3.2 J
19-Nov-15 2.5 10.0 ------ND ND ND 2.6 J 5.1 J ND
28-Jun-16 2.5 10.0 ------ND 17.6 ND 2.7 J 2.5 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
27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND
19-Nov-15 2.5 10.0 ------ND ND ND ND ND ND
28-Jun-16 2.5 10.0 ------ND 6.3 J ND 3.7 J ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 8 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
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
27-Apr-15 2.5 50.0 ------ND ND ND 3.4 J ND ND
19-Nov-15 2.5 50.0 ------ND ND ND 2.6 J ND ND
28-Jun-16 2.5 50.0 ------ND 6.2 J ND 2.6 J 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
27-Apr-15 5.0 10.0 ------ND ND ND ND ND ND
19-Nov-15 5.0 10.0 ------ND ND ND ND ND ND
28-Jun-16 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
27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND
19-Nov-15 2.5 10.0 ------ND ND ND ND ND ND
28-Jun-16 2.5 10.0 ------ND ND ND ND ND ND
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
27-Apr-15 5.0 5.5 ------ND ND ND ND ND ND
19-Nov-15 5.0 5.5 ------ND ND 8.8 8.8 ND ND
28-Jun-16 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
27-Apr-15 2.5 25.0 ------ND ND ND 8.9 J 5.6 J ND
19-Nov-15 2.5 25.0 ------3.1 J 4.3 J ND 6.5 J 3.9 J ND
28-Jun-16 2.5 25.0 ------ND 45.2 ND 6.8 J 7.6 J ND
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 8 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
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
27-Apr-15 5.0 10.0 ------7.3 B 11.5 B 8.0 B 14.1 B 10.3 B 7.5 J
19-Nov-15 5.0 10.0 ------ND 23.1 7.3 J 10.7 16.3 ND
28-Jun-16 5.0 10.0 ------ND 404 ND 6.5 J 5.7 J 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
27-Apr-15 10.0 100 ------ND 14.8 B ND 21.3 B 14.1 B 20.7 J
19-Nov-15 10.0 100 ------ND ND ND ND ND ND
28-Jun-16 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
27-Apr-15 0.25 1.0 ------6.4 0.38 J 0.48 J 0.45 J ND ND
19-Nov-15 0.25 1.0 ------6.0 ND 0.37 J ND ND ND
28-Jun-16 0.25 1.0 ------4.9 ND ND ND 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
27-Apr-15 0.26 3.0 ------ND ND ND ND ND ND
19-Nov-15 0.26 3.0 ------ND ND ND ND ND ND
28-Jun-16 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
27-Apr-15 0.23 3.0 ------0.27 J 1.0 J 0.40 J ND ND ND
19-Nov-15 0.23 3.0 ------0.31 J 0.81 J 0.33 J ND ND ND
28-Jun-16 0.23 3.0 ------0.26 J 1.1 J 0.34 J ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 4 of 8 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
27-Apr-15 0.54 10.0 ------ND 0.95 J 0.65 J 0.57 J ND ND
19-Nov-15 0.54 10.0 ------ND ND ND ND ND ND
28-Jun-16 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
27-Apr-15 0.33 1.0 ------4.7 2.1 4.2 2.7 ND ND
19-Nov-15 0.33 1.0 ------4.8 1.4 3.5 2.5 ND ND
28-Jun-16 0.33 1.0 ------4.8 1.7 3.9 2.4 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
27-Apr-15 0.32 5.0 ------24.2 1.4 J 4.3 J 2.4 J ND ND
19-Nov-15 0.32 5.0 ------20.7 0.82 J 3.1 J 1.8 J ND ND
28-Jun-16 0.32 5.0 ------19.1 0.90 J 3.3 J 1.9 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
27-Apr-15 0.12 1.0 ------ND 0.56 J 1.2 0.15 J ND ND
19-Nov-15 0.24 1.0 ------0.86 J 0.40 J 1.1 ND ND ND
28-Jun-16 0.24 1.0 ------0.76 J 0.29 J 0.89 J ND ND ND
1,1-Dichloroethene 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
27-Apr-15 0.56 5.0 ------ND ND ND ND ND ND
19-Nov-15 0.56 5.0 ------ND ND ND ND ND ND
28-Jun-16 0.56 5.0 ------ND ND ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 5 of 8 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
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
27-Apr-15 0.19 5.0 ------51.8 9.7 65.3 24.0 ND ND
19-Nov-15 0.19 5.0 ------44.4 5.6 51.2 18.8 ND ND
28-Jun-16 0.19 5.0 ------42.4 7.5 53.2 19.5 ND ND
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
27-Apr-15 0.49 5.0 ------1.6 J ND ND ND ND ND
19-Nov-15 0.49 5.0 ------1.5 J ND ND ND ND ND
28-Jun-16 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
27-Apr-15 0.27 1.0 ------4.8 0.59 J 1.6 0.57 J ND ND
19-Nov-15 0.27 1.0 ------4.3 ND 1.1 ND ND ND
28-Jun-16 0.27 1.0 ------4.3 ND 1.2 ND 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
27-Apr-15 0.30 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.30 1.0 ------ND ND ND ND ND ND
28-Jun-16 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
27-Apr-15 0.46 1.0 ------1.4 ND ND ND ND ND
19-Nov-15 0.46 1.0 ------0.90 J ND ND ND ND ---
28-Jun-16 0.46 1.0 ------1.0 ND ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 6 of 8 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
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
27-Apr-15 0.26 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.26 1.0 ------ND ND ND ND ND ND
28-Jun-16 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
27-Apr-15 0.47 1.0 ------7.1 ND ND ND ND ND
19-Nov-15 0.47 1.0 ------4.7 ND ND ND ND ND
28-Jun-16 0.47 1.0 ------4.9 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
27-Apr-15 0.20 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.20 1.0 ------0.41 J ND ND ND ND ND
28-Jun-16 0.20 1.0 ------ND ND ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 7 of 8 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
27-Apr-15 0.62 1.0 ------5.3 2.4 7.1 21.4 ND ND
19-Nov-15 0.62 1.0 ------7.7 2.0 6.7 17.3 ND ND
28-Jun-16 0.62 1.0 ------4.6 2.3 6.1 17.0 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
27-Apr-15 0.66 5.0 ------ND ND ND ND ND ND
19-Nov-15 0.66 5.0 ------ND ND ND ND ND ND
28-Jun-16 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 8 of 8 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
27-Apr-15 3.8 6.0 ND ND ND ND
19-Nov-15 3.8 6.0 ND ND ND ND
28-Jun-16 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
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 3.0 J ND ND ND
28-Jun-16 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
27-Apr-15 2.5 100 28.9 J 33.7 J 36.0 J ND
19-Nov-15 2.5 100 45.8 J 44.1 J 43.6 J ND
28-Jun-16 2.5 100 30.8 J 34.8 J 32.5 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
27-Apr-15 0.5 1.0 ND ND ND ND
19-Nov-15 0.5 1.0 ND ND ND ND
28-Jun-16 0.5 1.0 ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 4 Joyce Engineering
TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks
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
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 6.3 J 8.6 J 5.7 J ND
28-Jun-16 2.5 10.0 ND ND ND ND
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
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 ND ND ND ND
28-Jun-16 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
27-Apr-15 2.5 10.0 3.5 B 7.2 B ND 3.2 J
19-Nov-15 2.5 10.0 5.2 J 6.5 J 5.9 J ND
28-Jun-16 2.5 10.0 ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 4 Joyce Engineering
TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks
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
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 4.7 J 2.6 J 5.0 J ND
28-Jun-16 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
27-Apr-15 2.5 50.0 ND ND ND ND
19-Nov-15 2.5 50.0 ND 3.0 J ND ND
28-Jun-16 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
27-Apr-15 2.5 25.0 ND 2.80 J ND ND
19-Nov-15 2.5 25.0 13.9 J 18.8 J 14.4 J ND
28-Jun-16 2.5 25.0 ND ND ND ND
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
27-Apr-15 5.0 10.0 8.9 B 10.5 B 9.3 B 7.5 J
19-Nov-15 5.0 10.0 7.5 J 9.2 J 10.1 ND
28-Jun-16 5.0 10.0 ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 4 Joyce Engineering
TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks
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
27-Apr-15 10.0 100 12.4 B 10.6 B 13.8 B 20.7 J
19-Nov-15 10.0 100 ND ND ND ND
28-Jun-16 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
27-Apr-15 0.19 5.0 ND ND 0.39 J ND
19-Nov-15 0.19 5.0 ND ND ND ND
28-Jun-16 0.19 5.0 ND ND 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 4 of 4 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
Apr-15 1000.0 5000 ------141000 134000 146000 166000
Nov-15 1000.0 5000 ------158000 147000 158000 185000
Jun-16 1000.0 5000 ------135000 142000 148000 165000
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
Apr-15 1000 250000 ------ND ND ND ND
Nov-15 1000 250000 ------1190 J 1360 J 1520 J 1240 J
Jun-16 1000 250000 ------1390 J 1750 J 1740 J 1400 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
Apr-15 10.0 1000 ------ND ND ND ND
Nov-15 10.0 1000 ------69.4 J 15.8 J 13.1 J 19.1 J
Jun-16 10.0 10000 ------74.9 J ND ND ND
Ethene Jun-14 0.5 10 ------ND ND ND ND
(ug/L)Nov-14 0.5 10 ------ND ND ND ND
Apr-15 0.5 10 ------ND ND ND 4.1
Nov-15 0.5 10 ------ND ND ND ND
Jun-16 0.8 10 ------ND ND ND 2.6 J
Ethane Jun-16 0.9 10 ------ND 1.7 J ND ND
(ug/L)
Methane Jun-14 3.3 6.6 ------5530 254 242 515
(ug/L)Nov-14 3.3 6.6 ------4980 159 182 186
Apr-15 3.3 6.6 ------4160 178 188 536
Nov-15 3.3 6.0 ------6010 220 160 2.6 J
Jun-16 0.5 10 ------3190 164 128 376
Chloride Jun-14 1000 1000 ---2220 11200 25900 16800 15600
(ug/L)Nov-14 500 1000 ------17100 27900 17300 17100
Apr-15 500 1000 ------12200 26900 17200 17000
Nov-15 500 1000 ------16300 27800 17400 16900
Jun-16 500 1000 ------10600 30700 18900 18400
Total Organic Carbon Jun-14 1000 1000 ---3100 10600 8300 1500 8200
(ug/L)Nov-14 500 1000 ------2150 1750 1370 1100
Apr-15 500 1000 ------1510 1720 1380 1630
Nov-15 500 1000 ------889 J 1210 ND 1900
Jun-16 500 1000 ------1080 2870 810 J 1480
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
Apr-15 0.13 0.6 ------2.3 1.4 320 4.4
Nov-15 0.13 0.6 ------1.9 1.4 7.4 1.4
Jun-16 0.08 0.6 ------8.8 280 3600 15
BOD, 5 day Jun-14 2000 2000 ---ND ND ND ND ND
(ug/L)Nov-14 2000 2000 ------4900 ND ND ND
Apr-15 2000 2000 ------5670 ND ND ND
Nov-15 2000 2000 ------5000 ND ND ND
Jun-16 2000 2000 ------ND 2000 ND ND
BTEX Jun-16 ------------4.9 ND ND ND
(ug/L)
Chemical Oxygen Demand Jun-14 12500 25000 ---ND ND ND ND ND
(ug/L)Nov-14 12500 25000 ------ND ND 431000 ND
Apr-15 12500 25000 ------ND ND ND ND
Nov-15 12500 25000 ------ND ND ND 16000 J
Jun-16 12500 25000 ------ND 17000 J ND 17000 J
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 2 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
Acetic Acid Jun-14 890 5000 ------ND ND ND ND
(ug/L)Nov-14 890 5000 ------ND ND ND ND
Apr-15 890 5000 ------2500 J ND 1700 J ND
Nov-15 160 200 ------ND ND ND ND
Jun-16 330 5000 ------ND ND ND 500 J
Propionic Acid Jun-14 730 5000 ------ND ND ND ND
(ug/L)Nov-14 730 5000 ------ND ND ND ND
Apr-15 730 5000 ------750 J ND ND ND
Nov-15 65 100 ------ND ND ND ND
Jun-16 52 5000 ------ND ND ND ND
Total Volatile Fatty Acids Jun-14 ------------ND ND ND ND
(ug/L)Nov-14 ------------ND ND ND ND
Apr-15 ------------3250 ND 1700 ND
Nov-15 ------------ND ND ND ND
Ferrious Iron Jun-14 ---------------0.00 0.00 0.90
(mg/L)Nov-14 ------------0.50 0.00 0.00 0.50
Apr-15 ------------0.50 0.20 0.00 0.70
Nov-15 ------------0.50 0.00 0.00 0.50
Jun-16 ------------0.00 0.00 0.00 0.50
Oxidation Reduction Potential Jun-14 ------------92.6 65.7 15.4 38.3
(mV)Nov-14 ------------53.2 18.1 65.7 59.1
Apr-15 ------------55.9 31.3 43.9 41.5
Nov-15 ------------100.3 57.6 29.4 34.5
Jun-16 ------------51.6 43.4 17.9 38.5
pH Jun-14 ------------5.56 6.62 6.05 6.41
(S.U.)Nov-14 ------------6.26 6.37 6.34 6.42
Apr-15 ------------6.12 6.35 6.29 6.46
Nov-15 ------------6.03 6.15 6.06 6.45
Jun-16 ------------5.54 5.80 5.81 5.84
Dissovled Carbon Dioxide Jun-14 ---------------55 80 115
(mg/L)Nov-14 ------------65 45 90 35
Apr-15 ------------55 50 85 80
Nov-15 ------------125 115 90 70
Jun-16 ------------100 65 90 85
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 2 of 2 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 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 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 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 0 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 June 2016.Total Points Awarded :21 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
Figure
Figure 1 Site Location Map
Drawing
Drawing 1 Potentiometric Surface Contour Map
Appendix I
Laboratory Analytical Report and Field Data Logs
#=CL#
July 07, 2016
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92303262
92303262
Project:
Pace Project No.:
RE:
Mr. Alex Everhart
Joyce Engineering-NC
2211 W. Meadowview Road
Suite 101
Greensboro, NC 27407
TOWN OF KERNERSVILLE 838.1601.
Dear Mr. Everhart:
Enclosed are the analytical results for sample(s) received by the laboratory on June 29, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Godwin
kevin.godwin@pacelabs.com
Project Manager
Enclosures
cc:Mr. Van Burbach, Joyce Engineering-NC
Alex Everhart, Joyce Engineering-NC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 1 of 37
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 2 of 37
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Lab ID Sample ID Matrix Date Collected Date Received
92303262001 3404-MW2 Water 06/28/16 13:05 06/29/16 10:30
92303262002 3404-MW3S Water 06/28/16 11:51 06/29/16 10:30
92303262003 3404-MW3D Water 06/28/16 10:57 06/29/16 10:30
92303262004 3404-MW4 Water 06/28/16 12:22 06/29/16 10:30
92303262005 3404-MW5 Water 06/28/16 10:15 06/29/16 10:30
92303262006 3404-SW1 Water 06/28/16 13:25 06/29/16 10:30
92303262007 3404-SW2 Water 06/28/16 12:26 06/29/16 10:30
92303262008 3404-SW3 Water 06/28/16 13:20 06/29/16 10:30
92303262009 FIELD BLANK Water 06/28/16 13:35 06/29/16 10:30
92303262010 TRIP BLANK Water 06/28/16 07:30 06/29/16 10:30
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 3 of 37
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92303262001 3404-MW2 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262002 3404-MW3S EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262003 3404-MW3D EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262004 3404-MW4 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262005 3404-MW5 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262006 3404-SW1 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262007 3404-SW2 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262008 3404-SW3 EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262009 FIELD BLANK EPA 6010 15 PASI-AJMW
EPA 8260 50 PASI-CGAW
92303262010 TRIP BLANK EPA 8260 50 PASI-CGAW
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 4 of 37
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92303262001 3404-MW2
Barium 253 ug/L 07/06/16 21:56100EPA 6010
Beryllium 0.60J ug/L 07/06/16 21:561.0EPA 6010
Benzene 4.9 ug/L 07/01/16 13:401.0EPA 8260
Chlorobenzene 0.26J ug/L 07/01/16 13:403.0EPA 8260
1,4-Dichlorobenzene 4.8 ug/L 07/01/16 13:401.0EPA 8260
1,1-Dichloroethane 19.1 ug/L 07/01/16 13:405.0EPA 8260
1,2-Dichloroethane 0.76J ug/L 07/01/16 13:401.0EPA 8260
cis-1,2-Dichloroethene 42.4 ug/L 07/01/16 13:405.0EPA 8260
trans-1,2-Dichloroethene 1.4J ug/L 07/01/16 13:405.0EPA 8260
1,2-Dichloropropane 4.3 ug/L 07/01/16 13:401.0EPA 8260
Tetrachloroethene 1.0 ug/L 07/01/16 13:401.0EPA 8260
Trichloroethene 4.9 ug/L 07/01/16 13:401.0EPA 8260
Vinyl chloride 4.6 ug/L 07/01/16 13:401.0EPA 8260
92303262002 3404-MW3S
Barium 155 ug/L 07/06/16 22:21100EPA 6010
Beryllium 0.74J ug/L 07/06/16 22:211.0EPA 6010
Cadmium 2.6 ug/L 07/06/16 22:211.0EPA 6010
Chromium 11.9 ug/L 07/06/16 22:2110.0EPA 6010
Cobalt 8.7J ug/L 07/06/16 22:2110.0EPA 6010
Copper 17.6 ug/L 07/06/16 22:2110.0EPA 6010
Lead 6.3J ug/L 07/06/16 22:2110.0EPA 6010
Nickel 6.2J ug/L 07/06/16 22:2150.0EPA 6010
Vanadium 45.2 ug/L 07/06/16 22:2125.0EPA 6010
Zinc 404 ug/L 07/06/16 22:2110.0EPA 6010
Chlorobenzene 1.1J ug/L 07/01/16 13:573.0EPA 8260
1,4-Dichlorobenzene 1.7 ug/L 07/01/16 13:571.0EPA 8260
1,1-Dichloroethane 0.90J ug/L 07/01/16 13:575.0EPA 8260
1,2-Dichloroethane 0.29J ug/L 07/01/16 13:571.0EPA 8260
cis-1,2-Dichloroethene 7.5 ug/L 07/01/16 13:575.0EPA 8260
Vinyl chloride 2.3 ug/L 07/01/16 13:571.0EPA 8260
92303262003 3404-MW3D
Barium 37.9J ug/L 07/06/16 22:24100EPA 6010
Chlorobenzene 0.34J ug/L 07/01/16 14:143.0EPA 8260
1,4-Dichlorobenzene 3.9 ug/L 07/01/16 14:141.0EPA 8260
1,1-Dichloroethane 3.3J ug/L 07/01/16 14:145.0EPA 8260
1,2-Dichloroethane 0.89J ug/L 07/01/16 14:141.0EPA 8260
cis-1,2-Dichloroethene 53.2 ug/L 07/01/16 14:145.0EPA 8260
1,2-Dichloropropane 1.2 ug/L 07/01/16 14:141.0EPA 8260
Vinyl chloride 6.1 ug/L 07/01/16 14:141.0EPA 8260
92303262004 3404-MW4
Barium 90.1J ug/L 07/06/16 22:28100EPA 6010
Beryllium 0.52J ug/L 07/06/16 22:281.0EPA 6010
Chromium 5.0J ug/L 07/06/16 22:2810.0EPA 6010
Cobalt 2.6J ug/L 07/06/16 22:2810.0EPA 6010
Copper 2.7J ug/L 07/06/16 22:2810.0EPA 6010
Lead 3.7J ug/L 07/06/16 22:2810.0EPA 6010
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 5 of 37
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92303262004 3404-MW4
Nickel 2.6J ug/L 07/06/16 22:2850.0EPA 6010
Vanadium 6.8J ug/L 07/06/16 22:2825.0EPA 6010
Zinc 6.5J ug/L 07/06/16 22:2810.0EPA 6010
1,4-Dichlorobenzene 2.4 ug/L 07/01/16 14:311.0EPA 8260
1,1-Dichloroethane 1.9J ug/L 07/01/16 14:315.0EPA 8260
cis-1,2-Dichloroethene 19.5 ug/L 07/01/16 14:315.0EPA 8260
Vinyl chloride 17.0 ug/L 07/01/16 14:311.0EPA 8260
92303262005 3404-MW5
Arsenic 3.7J ug/L 07/06/16 22:3210.0EPA 6010
Barium 70.6J ug/L 07/06/16 22:32100EPA 6010
Beryllium 0.54J ug/L 07/06/16 22:321.0EPA 6010
Cobalt 23.0 ug/L 07/06/16 22:3210.0EPA 6010
Copper 2.5J ug/L 07/06/16 22:3210.0EPA 6010
Vanadium 7.6J ug/L 07/06/16 22:3225.0EPA 6010
Zinc 5.7J ug/L 07/06/16 22:3210.0EPA 6010
92303262006 3404-SW1
Barium 30.8J ug/L 07/06/16 22:35100EPA 6010
92303262007 3404-SW2
Barium 34.8J ug/L 07/06/16 22:39100EPA 6010
92303262008 3404-SW3
Barium 32.5J ug/L 07/06/16 22:43100EPA 6010
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 6 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW2 Lab ID:92303262001 Collected:06/28/16 13:05 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 21:56 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 21:56 7440-38-207/05/16 17:4010.0 2.5 1
Barium 253 ug/L 07/06/16 21:56 7440-39-307/05/16 17:401002.5 1
Beryllium 0.60J ug/L 07/06/16 21:56 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 21:56 7440-43-907/05/16 17:401.0 0.50 1
Chromium ND ug/L 07/06/16 21:56 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt ND ug/L 07/06/16 21:56 7440-48-407/05/16 17:4010.0 2.5 1
Copper ND ug/L 07/06/16 21:56 7440-50-807/05/16 17:4010.0 2.5 1
Lead ND ug/L 07/06/16 21:56 7439-92-107/05/16 17:4010.0 2.5 1
Nickel ND ug/L 07/06/16 21:56 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 21:56 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 21:56 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 21:56 7440-28-007/05/16 17:405.5 5.0 1
Vanadium ND ug/L 07/06/16 21:56 7440-62-207/05/16 17:4025.0 2.5 1
Zinc ND ug/L 07/06/16 21:56 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 13:40 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 13:40 107-13-12001.9 1
Benzene 4.9 ug/L 07/01/16 13:40 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 13:40 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 13:40 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 13:40 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 13:40 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 13:40 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 13:40 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 13:40 56-23-51.0 0.25 1
Chlorobenzene 0.26J ug/L 07/01/16 13:40 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 13:40 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 13:40 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 13:40 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:40 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 13:40 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:40 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 13:40 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 13:40 95-50-15.0 0.30 1
1,4-Dichlorobenzene 4.8 ug/L 07/01/16 13:40 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:40 110-57-61001.0 1
1,1-Dichloroethane 19.1 ug/L 07/01/16 13:40 75-34-35.0 0.32 1
1,2-Dichloroethane 0.76J ug/L 07/01/16 13:40 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 13:40 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 42.4 ug/L 07/01/16 13:40 156-59-25.0 0.19 1
trans-1,2-Dichloroethene 1.4J ug/L 07/01/16 13:40 156-60-55.0 0.49 1
1,2-Dichloropropane 4.3 ug/L 07/01/16 13:40 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 13:40 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 13:40 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 7 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW2 Lab ID:92303262001 Collected:06/28/16 13:05 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 13:40 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 13:40 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 13:40 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 13:40 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:40 108-10-11000.33 1
Styrene ND ug/L 07/01/16 13:40 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:40 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:40 79-34-53.0 0.40 1
Tetrachloroethene 1.0 ug/L 07/01/16 13:40 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 13:40 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 13:40 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 13:40 79-00-51.0 0.29 1
Trichloroethene 4.9 ug/L 07/01/16 13:40 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 13:40 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 13:40 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 13:40 108-05-450.0 0.35 1
Vinyl chloride 4.6 ug/L 07/01/16 13:40 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 13:40 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)102 %07/01/16 13:40 460-00-470-130 1
1,2-Dichloroethane-d4 (S)106 %07/01/16 13:40 17060-07-070-130 1
Toluene-d8 (S)106 %07/01/16 13:40 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 8 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW3S Lab ID:92303262002 Collected:06/28/16 11:51 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:21 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 22:21 7440-38-207/05/16 17:4010.0 2.5 1
Barium 155 ug/L 07/06/16 22:21 7440-39-307/05/16 17:401002.5 1
Beryllium 0.74J ug/L 07/06/16 22:21 7440-41-707/05/16 17:401.0 0.50 1
Cadmium 2.6 ug/L 07/06/16 22:21 7440-43-907/05/16 17:401.0 0.50 1
Chromium 11.9 ug/L 07/06/16 22:21 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt 8.7J ug/L 07/06/16 22:21 7440-48-407/05/16 17:4010.0 2.5 1
Copper 17.6 ug/L 07/06/16 22:21 7440-50-807/05/16 17:4010.0 2.5 1
Lead 6.3J ug/L 07/06/16 22:21 7439-92-107/05/16 17:4010.0 2.5 1
Nickel 6.2J ug/L 07/06/16 22:21 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:21 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:21 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:21 7440-28-007/05/16 17:405.5 5.0 1
Vanadium 45.2 ug/L 07/06/16 22:21 7440-62-207/05/16 17:4025.0 2.5 1
Zinc 404 ug/L 07/06/16 22:21 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 13:57 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 13:57 107-13-12001.9 1
Benzene ND ug/L 07/01/16 13:57 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 13:57 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 13:57 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 13:57 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 13:57 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 13:57 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 13:57 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 13:57 56-23-51.0 0.25 1
Chlorobenzene 1.1J ug/L 07/01/16 13:57 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 13:57 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 13:57 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 13:57 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:57 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 13:57 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:57 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 13:57 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 13:57 95-50-15.0 0.30 1
1,4-Dichlorobenzene 1.7 ug/L 07/01/16 13:57 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:57 110-57-61001.0 1
1,1-Dichloroethane 0.90J ug/L 07/01/16 13:57 75-34-35.0 0.32 1
1,2-Dichloroethane 0.29J ug/L 07/01/16 13:57 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 13:57 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 7.5 ug/L 07/01/16 13:57 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 13:57 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 13:57 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 13:57 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 13:57 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 9 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW3S Lab ID:92303262002 Collected:06/28/16 11:51 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 13:57 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 13:57 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 13:57 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 13:57 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:57 108-10-11000.33 1
Styrene ND ug/L 07/01/16 13:57 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:57 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:57 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 13:57 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 13:57 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 13:57 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 13:57 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 13:57 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 13:57 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 13:57 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 13:57 108-05-450.0 0.35 1
Vinyl chloride 2.3 ug/L 07/01/16 13:57 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 13:57 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)103 %07/01/16 13:57 460-00-470-130 1
1,2-Dichloroethane-d4 (S)102 %07/01/16 13:57 17060-07-070-130 1
Toluene-d8 (S)105 %07/01/16 13:57 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 10 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW3D Lab ID:92303262003 Collected:06/28/16 10:57 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:24 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 22:24 7440-38-207/05/16 17:4010.0 2.5 1
Barium 37.9J ug/L 07/06/16 22:24 7440-39-307/05/16 17:401002.5 1
Beryllium ND ug/L 07/06/16 22:24 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 22:24 7440-43-907/05/16 17:401.0 0.50 1
Chromium ND ug/L 07/06/16 22:24 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt ND ug/L 07/06/16 22:24 7440-48-407/05/16 17:4010.0 2.5 1
Copper ND ug/L 07/06/16 22:24 7440-50-807/05/16 17:4010.0 2.5 1
Lead ND ug/L 07/06/16 22:24 7439-92-107/05/16 17:4010.0 2.5 1
Nickel ND ug/L 07/06/16 22:24 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:24 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:24 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:24 7440-28-007/05/16 17:405.5 5.0 1
Vanadium ND ug/L 07/06/16 22:24 7440-62-207/05/16 17:4025.0 2.5 1
Zinc ND ug/L 07/06/16 22:24 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 14:14 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 14:14 107-13-12001.9 1
Benzene ND ug/L 07/01/16 14:14 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 14:14 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 14:14 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 14:14 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 14:14 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 14:14 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 14:14 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 14:14 56-23-51.0 0.25 1
Chlorobenzene 0.34J ug/L 07/01/16 14:14 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 14:14 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 14:14 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 14:14 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 14:14 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 14:14 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 14:14 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 14:14 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 14:14 95-50-15.0 0.30 1
1,4-Dichlorobenzene 3.9 ug/L 07/01/16 14:14 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 14:14 110-57-61001.0 1
1,1-Dichloroethane 3.3J ug/L 07/01/16 14:14 75-34-35.0 0.32 1
1,2-Dichloroethane 0.89J ug/L 07/01/16 14:14 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 14:14 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 53.2 ug/L 07/01/16 14:14 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 14:14 156-60-55.0 0.49 1
1,2-Dichloropropane 1.2 ug/L 07/01/16 14:14 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 14:14 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 14:14 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 11 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW3D Lab ID:92303262003 Collected:06/28/16 10:57 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 14:14 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 14:14 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 14:14 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 14:14 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 14:14 108-10-11000.33 1
Styrene ND ug/L 07/01/16 14:14 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 14:14 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 14:14 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 14:14 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 14:14 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 14:14 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 14:14 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 14:14 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 14:14 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 14:14 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 14:14 108-05-450.0 0.35 1
Vinyl chloride 6.1 ug/L 07/01/16 14:14 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 14:14 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)105 %07/01/16 14:14 460-00-470-130 1
1,2-Dichloroethane-d4 (S)103 %07/01/16 14:14 17060-07-070-130 1
Toluene-d8 (S)105 %07/01/16 14:14 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 12 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW4 Lab ID:92303262004 Collected:06/28/16 12:22 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:28 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 22:28 7440-38-207/05/16 17:4010.0 2.5 1
Barium 90.1J ug/L 07/06/16 22:28 7440-39-307/05/16 17:401002.5 1
Beryllium 0.52J ug/L 07/06/16 22:28 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 22:28 7440-43-907/05/16 17:401.0 0.50 1
Chromium 5.0J ug/L 07/06/16 22:28 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt 2.6J ug/L 07/06/16 22:28 7440-48-407/05/16 17:4010.0 2.5 1
Copper 2.7J ug/L 07/06/16 22:28 7440-50-807/05/16 17:4010.0 2.5 1
Lead 3.7J ug/L 07/06/16 22:28 7439-92-107/05/16 17:4010.0 2.5 1
Nickel 2.6J ug/L 07/06/16 22:28 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:28 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:28 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:28 7440-28-007/05/16 17:405.5 5.0 1
Vanadium 6.8J ug/L 07/06/16 22:28 7440-62-207/05/16 17:4025.0 2.5 1
Zinc 6.5J ug/L 07/06/16 22:28 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 14:31 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 14:31 107-13-12001.9 1
Benzene ND ug/L 07/01/16 14:31 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 14:31 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 14:31 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 14:31 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 14:31 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 14:31 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 14:31 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 14:31 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 07/01/16 14:31 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 14:31 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 14:31 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 14:31 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 14:31 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 14:31 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 14:31 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 14:31 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 14:31 95-50-15.0 0.30 1
1,4-Dichlorobenzene 2.4 ug/L 07/01/16 14:31 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 14:31 110-57-61001.0 1
1,1-Dichloroethane 1.9J ug/L 07/01/16 14:31 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 07/01/16 14:31 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 14:31 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 19.5 ug/L 07/01/16 14:31 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 14:31 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 14:31 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 14:31 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 14:31 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 13 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW4 Lab ID:92303262004 Collected:06/28/16 12:22 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 14:31 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 14:31 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 14:31 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 14:31 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 14:31 108-10-11000.33 1
Styrene ND ug/L 07/01/16 14:31 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 14:31 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 14:31 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 14:31 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 14:31 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 14:31 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 14:31 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 14:31 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 14:31 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 14:31 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 14:31 108-05-450.0 0.35 1
Vinyl chloride 17.0 ug/L 07/01/16 14:31 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 14:31 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)105 %07/01/16 14:31 460-00-470-130 1
1,2-Dichloroethane-d4 (S)105 %07/01/16 14:31 17060-07-070-130 1
Toluene-d8 (S)104 %07/01/16 14:31 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 14 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW5 Lab ID:92303262005 Collected:06/28/16 10:15 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:32 7440-36-007/05/16 17:406.0 3.8 1
Arsenic 3.7J ug/L 07/06/16 22:32 7440-38-207/05/16 17:4010.0 2.5 1
Barium 70.6J ug/L 07/06/16 22:32 7440-39-307/05/16 17:401002.5 1
Beryllium 0.54J ug/L 07/06/16 22:32 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 22:32 7440-43-907/05/16 17:401.0 0.50 1
Chromium ND ug/L 07/06/16 22:32 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt 23.0 ug/L 07/06/16 22:32 7440-48-407/05/16 17:4010.0 2.5 1
Copper 2.5J ug/L 07/06/16 22:32 7440-50-807/05/16 17:4010.0 2.5 1
Lead ND ug/L 07/06/16 22:32 7439-92-107/05/16 17:4010.0 2.5 1
Nickel ND ug/L 07/06/16 22:32 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:32 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:32 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:32 7440-28-007/05/16 17:405.5 5.0 1
Vanadium 7.6J ug/L 07/06/16 22:32 7440-62-207/05/16 17:4025.0 2.5 1
Zinc 5.7J ug/L 07/06/16 22:32 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 14:48 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 14:48 107-13-12001.9 1
Benzene ND ug/L 07/01/16 14:48 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 14:48 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 14:48 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 14:48 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 14:48 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 14:48 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 14:48 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 14:48 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 07/01/16 14:48 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 14:48 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 14:48 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 14:48 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 14:48 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 14:48 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 14:48 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 14:48 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 14:48 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 07/01/16 14:48 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 14:48 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 07/01/16 14:48 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 07/01/16 14:48 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 14:48 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 07/01/16 14:48 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 14:48 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 14:48 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 14:48 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 14:48 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 15 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-MW5 Lab ID:92303262005 Collected:06/28/16 10:15 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 14:48 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 14:48 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 14:48 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 14:48 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 14:48 108-10-11000.33 1
Styrene ND ug/L 07/01/16 14:48 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 14:48 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 14:48 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 14:48 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 14:48 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 14:48 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 14:48 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 14:48 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 14:48 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 14:48 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 14:48 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 07/01/16 14:48 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 14:48 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)103 %07/01/16 14:48 460-00-470-130 1
1,2-Dichloroethane-d4 (S)105 %07/01/16 14:48 17060-07-070-130 1
Toluene-d8 (S)103 %07/01/16 14:48 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 16 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-SW1 Lab ID:92303262006 Collected:06/28/16 13:25 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:35 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 22:35 7440-38-207/05/16 17:4010.0 2.5 1
Barium 30.8J ug/L 07/06/16 22:35 7440-39-307/05/16 17:401002.5 1
Beryllium ND ug/L 07/06/16 22:35 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 22:35 7440-43-907/05/16 17:401.0 0.50 1
Chromium ND ug/L 07/06/16 22:35 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt ND ug/L 07/06/16 22:35 7440-48-407/05/16 17:4010.0 2.5 1
Copper ND ug/L 07/06/16 22:35 7440-50-807/05/16 17:4010.0 2.5 1
Lead ND ug/L 07/06/16 22:35 7439-92-107/05/16 17:4010.0 2.5 1
Nickel ND ug/L 07/06/16 22:35 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:35 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:35 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:35 7440-28-007/05/16 17:405.5 5.0 1
Vanadium ND ug/L 07/06/16 22:35 7440-62-207/05/16 17:4025.0 2.5 1
Zinc ND ug/L 07/06/16 22:35 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 15:05 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 15:05 107-13-12001.9 1
Benzene ND ug/L 07/01/16 15:05 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 15:05 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 15:05 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 15:05 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 15:05 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 15:05 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 15:05 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 15:05 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 07/01/16 15:05 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 15:05 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 15:05 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 15:05 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 15:05 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 15:05 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 15:05 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 15:05 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 15:05 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 07/01/16 15:05 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 15:05 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 07/01/16 15:05 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 07/01/16 15:05 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 15:05 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 07/01/16 15:05 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 15:05 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 15:05 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 15:05 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 15:05 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 17 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-SW1 Lab ID:92303262006 Collected:06/28/16 13:25 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 15:05 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 15:05 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 15:05 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 15:05 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 15:05 108-10-11000.33 1
Styrene ND ug/L 07/01/16 15:05 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 15:05 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 15:05 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 15:05 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 15:05 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 15:05 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 15:05 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 15:05 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 15:05 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 15:05 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 15:05 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 07/01/16 15:05 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 15:05 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)104 %07/01/16 15:05 460-00-470-130 1
1,2-Dichloroethane-d4 (S)105 %07/01/16 15:05 17060-07-070-130 1
Toluene-d8 (S)109 %07/01/16 15:05 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 18 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-SW2 Lab ID:92303262007 Collected:06/28/16 12:26 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:39 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 22:39 7440-38-207/05/16 17:4010.0 2.5 1
Barium 34.8J ug/L 07/06/16 22:39 7440-39-307/05/16 17:401002.5 1
Beryllium ND ug/L 07/06/16 22:39 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 22:39 7440-43-907/05/16 17:401.0 0.50 1
Chromium ND ug/L 07/06/16 22:39 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt ND ug/L 07/06/16 22:39 7440-48-407/05/16 17:4010.0 2.5 1
Copper ND ug/L 07/06/16 22:39 7440-50-807/05/16 17:4010.0 2.5 1
Lead ND ug/L 07/06/16 22:39 7439-92-107/05/16 17:4010.0 2.5 1
Nickel ND ug/L 07/06/16 22:39 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:39 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:39 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:39 7440-28-007/05/16 17:405.5 5.0 1
Vanadium ND ug/L 07/06/16 22:39 7440-62-207/05/16 17:4025.0 2.5 1
Zinc ND ug/L 07/06/16 22:39 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 15:23 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 15:23 107-13-12001.9 1
Benzene ND ug/L 07/01/16 15:23 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 15:23 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 15:23 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 15:23 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 15:23 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 15:23 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 15:23 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 15:23 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 07/01/16 15:23 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 15:23 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 15:23 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 15:23 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 15:23 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 15:23 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 15:23 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 15:23 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 15:23 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 07/01/16 15:23 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 15:23 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 07/01/16 15:23 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 07/01/16 15:23 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 15:23 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 07/01/16 15:23 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 15:23 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 15:23 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 15:23 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 15:23 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 19 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-SW2 Lab ID:92303262007 Collected:06/28/16 12:26 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 15:23 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 15:23 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 15:23 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 15:23 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 15:23 108-10-11000.33 1
Styrene ND ug/L 07/01/16 15:23 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 15:23 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 15:23 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 15:23 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 15:23 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 15:23 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 15:23 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 15:23 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 15:23 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 15:23 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 15:23 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 07/01/16 15:23 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 15:23 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)101 %07/01/16 15:23 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %07/01/16 15:23 17060-07-070-130 1
Toluene-d8 (S)102 %07/01/16 15:23 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 20 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-SW3 Lab ID:92303262008 Collected:06/28/16 13:20 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:43 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 22:43 7440-38-207/05/16 17:4010.0 2.5 1
Barium 32.5J ug/L 07/06/16 22:43 7440-39-307/05/16 17:401002.5 1
Beryllium ND ug/L 07/06/16 22:43 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 22:43 7440-43-907/05/16 17:401.0 0.50 1
Chromium ND ug/L 07/06/16 22:43 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt ND ug/L 07/06/16 22:43 7440-48-407/05/16 17:4010.0 2.5 1
Copper ND ug/L 07/06/16 22:43 7440-50-807/05/16 17:4010.0 2.5 1
Lead ND ug/L 07/06/16 22:43 7439-92-107/05/16 17:4010.0 2.5 1
Nickel ND ug/L 07/06/16 22:43 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:43 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:43 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:43 7440-28-007/05/16 17:405.5 5.0 1
Vanadium ND ug/L 07/06/16 22:43 7440-62-207/05/16 17:4025.0 2.5 1
Zinc ND ug/L 07/06/16 22:43 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 15:39 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 15:39 107-13-12001.9 1
Benzene ND ug/L 07/01/16 15:39 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 15:39 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 15:39 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 15:39 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 15:39 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 15:39 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 15:39 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 15:39 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 07/01/16 15:39 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 15:39 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 15:39 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 15:39 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 15:39 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 15:39 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 15:39 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 15:39 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 15:39 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 07/01/16 15:39 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 15:39 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 07/01/16 15:39 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 07/01/16 15:39 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 15:39 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 07/01/16 15:39 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 15:39 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 15:39 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 15:39 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 15:39 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 21 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:3404-SW3 Lab ID:92303262008 Collected:06/28/16 13:20 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 15:39 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 15:39 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 15:39 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 15:39 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 15:39 108-10-11000.33 1
Styrene ND ug/L 07/01/16 15:39 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 15:39 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 15:39 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 15:39 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 15:39 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 15:39 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 15:39 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 15:39 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 15:39 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 15:39 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 15:39 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 07/01/16 15:39 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 15:39 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)104 %07/01/16 15:39 460-00-470-130 1
1,2-Dichloroethane-d4 (S)106 %07/01/16 15:39 17060-07-070-130 1
Toluene-d8 (S)102 %07/01/16 15:39 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 22 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:FIELD BLANK Lab ID:92303262009 Collected:06/28/16 13:35 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Antimony ND ug/L 07/06/16 22:46 7440-36-007/05/16 17:406.0 3.8 1
Arsenic ND ug/L 07/06/16 22:46 7440-38-207/05/16 17:4010.0 2.5 1
Barium ND ug/L 07/06/16 22:46 7440-39-307/05/16 17:401002.5 1
Beryllium ND ug/L 07/06/16 22:46 7440-41-707/05/16 17:401.0 0.50 1
Cadmium ND ug/L 07/06/16 22:46 7440-43-907/05/16 17:401.0 0.50 1
Chromium ND ug/L 07/06/16 22:46 7440-47-307/05/16 17:4010.0 2.5 1
Cobalt ND ug/L 07/06/16 22:46 7440-48-407/05/16 17:4010.0 2.5 1
Copper ND ug/L 07/06/16 22:46 7440-50-807/05/16 17:4010.0 2.5 1
Lead ND ug/L 07/06/16 22:46 7439-92-107/05/16 17:4010.0 2.5 1
Nickel ND ug/L 07/06/16 22:46 7440-02-007/05/16 17:4050.0 2.5 1
Selenium ND ug/L 07/06/16 22:46 7782-49-207/05/16 17:4010.0 5.0 1
Silver ND ug/L 07/06/16 22:46 7440-22-407/05/16 17:4010.0 2.5 1
Thallium ND ug/L 07/06/16 22:46 7440-28-007/05/16 17:405.5 5.0 1
Vanadium ND ug/L 07/06/16 22:46 7440-62-207/05/16 17:4025.0 2.5 1
Zinc ND ug/L 07/06/16 22:46 7440-66-607/05/16 17:4010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 13:06 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 13:06 107-13-12001.9 1
Benzene ND ug/L 07/01/16 13:06 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 13:06 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 13:06 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 13:06 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 13:06 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 13:06 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 13:06 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 13:06 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 07/01/16 13:06 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 13:06 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 13:06 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 13:06 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:06 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 13:06 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:06 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 13:06 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 13:06 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 07/01/16 13:06 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:06 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 07/01/16 13:06 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 07/01/16 13:06 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 13:06 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 07/01/16 13:06 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 13:06 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 13:06 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 13:06 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 13:06 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 23 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:FIELD BLANK Lab ID:92303262009 Collected:06/28/16 13:35 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 07/01/16 13:06 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 13:06 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 13:06 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 13:06 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:06 108-10-11000.33 1
Styrene ND ug/L 07/01/16 13:06 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:06 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:06 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 13:06 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 13:06 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 13:06 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 13:06 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 13:06 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 13:06 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 13:06 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 13:06 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 07/01/16 13:06 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 07/01/16 13:06 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)103 %07/01/16 13:06 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %07/01/16 13:06 17060-07-070-130 1
Toluene-d8 (S)104 %07/01/16 13:06 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 24 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:TRIP BLANK Lab ID:92303262010 Collected:06/28/16 07:30 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 07/01/16 13:23 67-64-110010.0 1
Acrylonitrile ND ug/L 07/01/16 13:23 107-13-12001.9 1
Benzene ND ug/L 07/01/16 13:23 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 07/01/16 13:23 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 07/01/16 13:23 75-27-41.0 0.18 1
Bromoform ND ug/L 07/01/16 13:23 75-25-23.0 0.26 1
Bromomethane ND ug/L 07/01/16 13:23 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 07/01/16 13:23 78-93-31000.96 1
Carbon disulfide ND ug/L 07/01/16 13:23 75-15-01001.2 1
Carbon tetrachloride ND ug/L 07/01/16 13:23 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 07/01/16 13:23 108-90-73.0 0.23 1
Chloroethane ND ug/L 07/01/16 13:23 75-00-310.0 0.54 1
Chloroform ND ug/L 07/01/16 13:23 67-66-35.0 0.14 1
Chloromethane ND ug/L 07/01/16 13:23 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 07/01/16 13:23 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 07/01/16 13:23 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 07/01/16 13:23 106-93-41.0 0.27 1
Dibromomethane ND ug/L 07/01/16 13:23 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 07/01/16 13:23 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 07/01/16 13:23 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 07/01/16 13:23 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 07/01/16 13:23 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 07/01/16 13:23 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 07/01/16 13:23 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 07/01/16 13:23 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 07/01/16 13:23 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 07/01/16 13:23 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 07/01/16 13:23 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 07/01/16 13:23 10061-02-61.0 0.26 1
Ethylbenzene ND ug/L 07/01/16 13:23 100-41-41.0 0.30 1
2-Hexanone ND ug/L 07/01/16 13:23 591-78-650.0 0.46 1
Iodomethane ND ug/L 07/01/16 13:23 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 07/01/16 13:23 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 07/01/16 13:23 108-10-11000.33 1
Styrene ND ug/L 07/01/16 13:23 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 07/01/16 13:23 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 07/01/16 13:23 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 07/01/16 13:23 127-18-41.0 0.46 1
Toluene ND ug/L 07/01/16 13:23 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 07/01/16 13:23 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 07/01/16 13:23 79-00-51.0 0.29 1
Trichloroethene ND ug/L 07/01/16 13:23 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 07/01/16 13:23 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 07/01/16 13:23 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 07/01/16 13:23 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 07/01/16 13:23 75-01-41.0 0.62 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 25 of 37
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Sample:TRIP BLANK Lab ID:92303262010 Collected:06/28/16 07:30 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Xylene (Total)ND ug/L 07/01/16 13:23 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)105 %07/01/16 13:23 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %07/01/16 13:23 17060-07-070-130 1
Toluene-d8 (S)103 %07/01/16 13:23 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, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 26 of 37
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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:
MPRP/22304
EPA 3010A
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007,
92303262008, 92303262009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1771522
Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007,
92303262008, 92303262009
Matrix:Water
AnalyzedMDL
Antimony ug/L ND 6.0 07/06/16 21:483.8
Arsenic ug/L ND 10.0 07/06/16 21:482.5
Barium ug/L ND 100 07/06/16 21:482.5
Beryllium ug/L ND 1.0 07/06/16 21:480.50
Cadmium ug/L ND 1.0 07/06/16 21:480.50
Chromium ug/L ND 10.0 07/06/16 21:482.5
Cobalt ug/L ND 10.0 07/06/16 21:482.5
Copper ug/L ND 10.0 07/06/16 21:482.5
Lead ug/L ND 10.0 07/06/16 21:482.5
Nickel ug/L ND 50.0 07/06/16 21:482.5
Selenium ug/L ND 10.0 07/06/16 21:485.0
Silver ug/L ND 10.0 07/06/16 21:482.5
Thallium ug/L ND 5.5 07/06/16 21:485.0
Vanadium ug/L ND 25.0 07/06/16 21:482.5
Zinc ug/L ND 10.0 07/06/16 21:485.0
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1771523LABORATORY CONTROL SAMPLE:
LCSSpike
Antimony ug/L 484500 97 80-120
Arsenic ug/L 464500 93 80-120
Barium ug/L 478500 96 80-120
Beryllium ug/L 480500 96 80-120
Cadmium ug/L 477500 95 80-120
Chromium ug/L 482500 96 80-120
Cobalt ug/L 477500 95 80-120
Copper ug/L 481500 96 80-120
Lead ug/L 469500 94 80-120
Nickel ug/L 473500 95 80-120
Selenium ug/L 467500 93 80-120
Silver ug/L 242250 97 80-120
Thallium ug/L 462500 92 80-120
Vanadium ug/L 483500 97 80-120
Zinc ug/L 472500 94 80-120
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 27 of 37
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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.
1771524MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303262001
1771525
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Antimony ug/L 500 97 75-12597 0 25500ND484486
Arsenic ug/L 500 93 75-12594 1 25500ND466470
Barium ug/L 500 92 75-12593 1 25500253713718
Beryllium ug/L 500 95 75-12596 1 255000.60J 475 479
Cadmium ug/L 500 93 75-12593 1 25500ND463467
Chromium ug/L 500 94 75-125100 6 25500ND473501
Cobalt ug/L 500 93 75-12594 1 25500ND468472
Copper ug/L 500 97 75-12597 0 25500ND486488
Lead ug/L 500 91 75-12591 1 25500ND455459
Nickel ug/L 500 92 75-12595 3 25500ND460476
Selenium ug/L 500 94 75-12595 1 25500ND469476
Silver ug/L 250 95 75-12596 1 25250ND239241
Thallium ug/L 500 90 75-12591 1 25500ND448453
Vanadium ug/L 500 96 75-12596 1 25500ND481484
Zinc ug/L 500 93 75-12595 2 25500ND470479
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 28 of 37
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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:
MSV/37518
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007,
92303262008, 92303262009, 92303262010
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1771248
Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007,
92303262008, 92303262009, 92303262010
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 5.0 07/01/16 12:320.33
1,1,1-Trichloroethane ug/L ND 1.0 07/01/16 12:320.48
1,1,2,2-Tetrachloroethane ug/L ND 3.0 07/01/16 12:320.40
1,1,2-Trichloroethane ug/L ND 1.0 07/01/16 12:320.29
1,1-Dichloroethane ug/L ND 5.0 07/01/16 12:320.32
1,1-Dichloroethene ug/L ND 5.0 07/01/16 12:320.56
1,2,3-Trichloropropane ug/L ND 1.0 07/01/16 12:320.41
1,2-Dibromo-3-chloropropane ug/L ND 13.0 07/01/16 12:322.0
1,2-Dibromoethane (EDB)ug/L ND 1.0 07/01/16 12:320.27
1,2-Dichlorobenzene ug/L ND 5.0 07/01/16 12:320.30
1,2-Dichloroethane ug/L ND 1.0 07/01/16 12:320.24
1,2-Dichloropropane ug/L ND 1.0 07/01/16 12:320.27
1,4-Dichlorobenzene ug/L ND 1.0 07/01/16 12:320.33
2-Butanone (MEK)ug/L ND 100 07/01/16 12:320.96
2-Hexanone ug/L ND 50.0 07/01/16 12:320.46
4-Methyl-2-pentanone (MIBK)ug/L ND 100 07/01/16 12:320.33
Acetone ug/L ND 100 07/01/16 12:3210.0
Acrylonitrile ug/L ND 200 07/01/16 12:321.9
Benzene ug/L ND 1.0 07/01/16 12:320.25
Bromochloromethane ug/L ND 3.0 07/01/16 12:320.17
Bromodichloromethane ug/L ND 1.0 07/01/16 12:320.18
Bromoform ug/L ND 3.0 07/01/16 12:320.26
Bromomethane ug/L ND 10.0 07/01/16 12:320.29
Carbon disulfide ug/L ND 100 07/01/16 12:321.2
Carbon tetrachloride ug/L ND 1.0 07/01/16 12:320.25
Chlorobenzene ug/L ND 3.0 07/01/16 12:320.23
Chloroethane ug/L ND 10.0 07/01/16 12:320.54
Chloroform ug/L ND 5.0 07/01/16 12:320.14
Chloromethane ug/L ND 1.0 07/01/16 12:320.11
cis-1,2-Dichloroethene ug/L ND 5.0 07/01/16 12:320.19
cis-1,3-Dichloropropene ug/L ND 1.0 07/01/16 12:320.13
Dibromochloromethane ug/L ND 3.0 07/01/16 12:320.21
Dibromomethane ug/L ND 10.0 07/01/16 12:320.21
Ethylbenzene ug/L ND 1.0 07/01/16 12:320.30
Iodomethane ug/L ND 10.0 07/01/16 12:320.32
Methylene Chloride ug/L ND 1.0 07/01/16 12:320.97
Styrene ug/L ND 1.0 07/01/16 12:320.26
Tetrachloroethene ug/L ND 1.0 07/01/16 12:320.46
Toluene ug/L ND 1.0 07/01/16 12:320.26
trans-1,2-Dichloroethene ug/L ND 5.0 07/01/16 12:320.49
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 29 of 37
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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:1771248
Associated Lab Samples:92303262001, 92303262002, 92303262003, 92303262004, 92303262005, 92303262006, 92303262007,
92303262008, 92303262009, 92303262010
Matrix:Water
AnalyzedMDL
trans-1,3-Dichloropropene ug/L ND 1.0 07/01/16 12:320.26
trans-1,4-Dichloro-2-butene ug/L ND 100 07/01/16 12:321.0
Trichloroethene ug/L ND 1.0 07/01/16 12:320.47
Trichlorofluoromethane ug/L ND 1.0 07/01/16 12:320.20
Vinyl acetate ug/L ND 50.0 07/01/16 12:320.35
Vinyl chloride ug/L ND 1.0 07/01/16 12:320.62
Xylene (Total)ug/L ND 5.0 07/01/16 12:320.66
1,2-Dichloroethane-d4 (S)%100 70-130 07/01/16 12:32
4-Bromofluorobenzene (S)%102 70-130 07/01/16 12:32
Toluene-d8 (S)%103 70-130 07/01/16 12:32
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1771249LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 51.850 104 80-125
1,1,1-Trichloroethane ug/L 43.050 86 71-129
1,1,2,2-Tetrachloroethane ug/L 48.950 98 79-124
1,1,2-Trichloroethane ug/L 50.150 100 85-125
1,1-Dichloroethane ug/L 43.350 87 73-126
1,1-Dichloroethene ug/L 47.650 95 66-135
1,2,3-Trichloropropane ug/L 48.250 96 75-130
1,2-Dibromo-3-chloropropane ug/L 44.750 89 71-133
1,2-Dibromoethane (EDB)ug/L 53.150 106 83-124
1,2-Dichlorobenzene ug/L 48.950 98 80-133
1,2-Dichloroethane ug/L 43.950 88 67-128
1,2-Dichloropropane ug/L 48.550 97 75-132
1,4-Dichlorobenzene ug/L 49.850 100 78-130
2-Butanone (MEK)ug/L 103100 103 61-144
2-Hexanone ug/L 113100 113 68-143
4-Methyl-2-pentanone (MIBK)ug/L 113100 113 72-135
Acetone ug/L 110100 110 48-146
Acrylonitrile ug/L 232250 93 40-160
Benzene ug/L 49.350 99 80-125
Bromochloromethane ug/L 42.650 85 71-125
Bromodichloromethane ug/L 49.650 99 78-124
Bromoform ug/L 43.550 87 71-128
Bromomethane ug/L 32.550 65 40-160
Carbon disulfide ug/L 47.6J50 95 50-160
Carbon tetrachloride ug/L 49.850 100 69-131
Chlorobenzene ug/L 49.850 100 81-122
Chloroethane ug/L 55.550 111 39-148
Chloroform ug/L 44.050 88 73-127
Chloromethane ug/L 34.550 69 44-146
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 30 of 37
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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.
1771249LABORATORY CONTROL SAMPLE:
LCSSpike
cis-1,2-Dichloroethene ug/L 45.050 90 74-124
cis-1,3-Dichloropropene ug/L 51.750 103 72-132
Dibromochloromethane ug/L 50.450 101 78-125
Dibromomethane ug/L 53.850 108 82-120
Ethylbenzene ug/L 47.950 96 79-121
Iodomethane ug/L 67.2100 67 39-154
Methylene Chloride ug/L 47.950 96 64-133
Styrene ug/L 50.550 101 84-126
Tetrachloroethene ug/L 49.850 100 78-122
Toluene ug/L 48.650 97 80-121
trans-1,2-Dichloroethene ug/L 44.650 89 71-127
trans-1,3-Dichloropropene ug/L 49.450 99 69-141
trans-1,4-Dichloro-2-butene ug/L 46.5J50 93 40-160
Trichloroethene ug/L 50.950 102 78-122
Trichlorofluoromethane ug/L 54.850 110 53-137
Vinyl acetate ug/L 100100 100 40-160
Vinyl chloride ug/L 44.350 89 58-137
Xylene (Total)ug/L 142150 95 81-126
1,2-Dichloroethane-d4 (S)%89 70-130
4-Bromofluorobenzene (S)%106 70-130
Toluene-d8 (S)%98 70-130
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1771251MATRIX SPIKE SAMPLE:
MSSpike
Result
92303571010
1,1,1,2-Tetrachloroethane ug/L 40.640 101 70-130ND
1,1,1-Trichloroethane ug/L 41.640 104 70-130ND
1,1,2,2-Tetrachloroethane ug/L 40.840 102 70-130ND
1,1,2-Trichloroethane ug/L 41.340 103 70-130ND
1,1-Dichloroethane ug/L 41.140 103 70-130ND
1,1-Dichloroethene ug/L 45.940 115 70-166ND
1,2,3-Trichloropropane ug/L 40.340 101 70-130ND
1,2-Dibromo-3-chloropropane ug/L 40.540 101 70-130ND
1,2-Dibromoethane (EDB)ug/L 42.540 106 70-130ND
1,2-Dichlorobenzene ug/L 39.540 99 70-130ND
1,2-Dichloroethane ug/L 38.140 95 70-130ND
1,2-Dichloropropane ug/L 42.540 106 70-130ND
1,4-Dichlorobenzene ug/L 39.640 99 70-130ND
2-Butanone (MEK)ug/L 85.3J80 107 70-130ND
2-Hexanone ug/L 83.880 105 70-130ND
4-Methyl-2-pentanone (MIBK)ug/L 87.4J80 109 70-130ND
Acetone ug/L 86.7J80 108 70-130ND
Acrylonitrile ug/L 197J200 98 70-130ND
Benzene ug/L 42.640 107 70-148ND
Bromochloromethane ug/L 37.840 94 70-130ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 31 of 37
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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.
1771251MATRIX SPIKE SAMPLE:
MSSpike
Result
92303571010
Bromodichloromethane ug/L 40.840 102 70-130ND
Bromoform ug/L 34.340 86 70-130ND
Bromomethane ug/L 27.940 70 70-130ND
Carbon disulfide ug/L 39.4J40 98 70-130ND
Carbon tetrachloride ug/L 45.240 113 70-130ND
Chlorobenzene ug/L 40.840 102 70-146ND
Chloroethane ug/L 51.840 129 70-130ND
Chloroform ug/L 40.940 102 70-130ND
Chloromethane ug/L 34.640 86 70-130ND
cis-1,2-Dichloroethene ug/L 41.140 103 70-130ND
cis-1,3-Dichloropropene ug/L 39.640 99 70-130ND
Dibromochloromethane ug/L 39.340 98 70-130ND
Dibromomethane ug/L 42.840 107 70-130ND
Ethylbenzene ug/L 40.240 101 70-130ND
Iodomethane ug/L 40.6 M1805170-130ND
Methylene Chloride ug/L 40.540 101 70-130ND
Styrene ug/L 40.140 100 70-130ND
Tetrachloroethene ug/L 41.840 105 70-130ND
Toluene ug/L 42.240 105 70-155ND
trans-1,2-Dichloroethene ug/L 41.640 104 70-130ND
trans-1,3-Dichloropropene ug/L 38.540 96 70-130ND
trans-1,4-Dichloro-2-butene ug/L 33.5J40 84 70-130ND
Trichloroethene ug/L 44.640 112 69-151ND
Trichlorofluoromethane ug/L 52.9 M14013270-130ND
Vinyl acetate ug/L 70.680 88 70-130ND
Vinyl chloride ug/L 40.540 101 70-130ND
1,2-Dichloroethane-d4 (S)%94 70-130
4-Bromofluorobenzene (S)%103 70-130
Toluene-d8 (S)%97 70-130
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92303571009
1771250SAMPLE DUPLICATE:
1,1,1,2-Tetrachloroethane ug/L ND 30ND
1,1,1-Trichloroethane ug/L ND 30ND
1,1,2,2-Tetrachloroethane ug/L ND 30ND
1,1,2-Trichloroethane ug/L ND 30ND
1,1-Dichloroethane ug/L ND 30ND
1,1-Dichloroethene ug/L ND 30ND
1,2,3-Trichloropropane ug/L ND 30ND
1,2-Dibromo-3-chloropropane ug/L ND 30ND
1,2-Dibromoethane (EDB)ug/L ND 30ND
1,2-Dichlorobenzene ug/L 0.40J 300.39J
1,2-Dichloroethane ug/L ND 30ND
1,2-Dichloropropane ug/L ND 30ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 32 of 37
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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
Max
RPD QualifiersRPDResult
92303571009
1771250SAMPLE DUPLICATE:
1,4-Dichlorobenzene ug/L 3.5 19 302.9
2-Butanone (MEK)ug/L ND 30ND
2-Hexanone ug/L ND 30ND
4-Methyl-2-pentanone (MIBK)ug/L ND 30ND
Acetone ug/L 10.6J 30ND
Acrylonitrile ug/L ND 30ND
Benzene ug/L 2.5 6 302.6
Bromochloromethane ug/L ND 30ND
Bromodichloromethane ug/L ND 30ND
Bromoform ug/L ND 30ND
Bromomethane ug/L ND 30ND
Carbon disulfide ug/L ND 30ND
Carbon tetrachloride ug/L ND 30ND
Chlorobenzene ug/L 12.6 7 3013.5
Chloroethane ug/L ND 30ND
Chloroform ug/L ND 30ND
Chloromethane ug/L ND 30ND
cis-1,2-Dichloroethene ug/L ND 30ND
cis-1,3-Dichloropropene ug/L ND 30ND
Dibromochloromethane ug/L ND 30ND
Dibromomethane ug/L ND 30ND
Ethylbenzene ug/L ND 30ND
Iodomethane ug/L ND 30ND
Methylene Chloride ug/L ND 30ND
Styrene ug/L ND 30ND
Tetrachloroethene ug/L ND 30ND
Toluene ug/L ND 30ND
trans-1,2-Dichloroethene ug/L ND 30ND
trans-1,3-Dichloropropene ug/L ND 30ND
trans-1,4-Dichloro-2-butene ug/L ND 30ND
Trichloroethene ug/L ND 30ND
Trichlorofluoromethane ug/L ND 30ND
Vinyl acetate ug/L ND 30ND
Vinyl chloride ug/L ND 30ND
Xylene (Total)ug/L ND 30ND
1,2-Dichloroethane-d4 (S)%104 3101
4-Bromofluorobenzene (S)%105 1104
Toluene-d8 (S)%102 3105
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 33 of 37
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
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, Styrene, and Vinyl chloride.
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
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 34 of 37
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92303262
TOWN OF KERNERSVILLE 838.1601.
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92303262001 MPRP/22304 ICP/199293404-MW2 EPA 3010A EPA 6010
92303262002 MPRP/22304 ICP/199293404-MW3S EPA 3010A EPA 6010
92303262003 MPRP/22304 ICP/199293404-MW3D EPA 3010A EPA 6010
92303262004 MPRP/22304 ICP/199293404-MW4 EPA 3010A EPA 6010
92303262005 MPRP/22304 ICP/199293404-MW5 EPA 3010A EPA 6010
92303262006 MPRP/22304 ICP/199293404-SW1 EPA 3010A EPA 6010
92303262007 MPRP/22304 ICP/199293404-SW2 EPA 3010A EPA 6010
92303262008 MPRP/22304 ICP/199293404-SW3 EPA 3010A EPA 6010
92303262009 MPRP/22304 ICP/19929FIELD BLANK EPA 3010A EPA 6010
92303262001 MSV/375183404-MW2 EPA 8260
92303262002 MSV/375183404-MW3S EPA 8260
92303262003 MSV/375183404-MW3D EPA 8260
92303262004 MSV/375183404-MW4 EPA 8260
92303262005 MSV/375183404-MW5 EPA 8260
92303262006 MSV/375183404-SW1 EPA 8260
92303262007 MSV/375183404-SW2 EPA 8260
92303262008 MSV/375183404-SW3 EPA 8260
92303262009 MSV/37518FIELD BLANK EPA 8260
92303262010 MSV/37518TRIP BLANK EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/07/2016 12:01 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 35 of 37
Page 36 of 37
Page 37 of 37
#=CL#
July 25, 2016
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92303261
92303261
Project:
Pace Project No.:
RE:
Mr. Alex Everhart
Joyce Engineering-NC
2211 W. Meadowview Road
Suite 101
Greensboro, NC 27407
TOWN OF KERNERSVILLE MNA
Dear Mr. Everhart:
Enclosed are the analytical results for sample(s) received by the laboratory on June 29, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
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,
Kevin Godwin
kevin.godwin@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 1 of 39
#=CL#
July 25, 2016
Page 2
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92303261
cc:Mr. Van Burbach, Joyce Engineering-NC
Alex Everhart, Joyce Engineering-NC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 2 of 39
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Minnesota Certification IDs
1700 Elm Street SE Suite 200, Minneapolis, MN 55414
525 N 8th Street, Salina, KS 67401
A2LA Certification #: 2926.01
Alaska Certification #: UST-078
Alaska Certification #MN00064
Alabama Certification #40770
Arizona Certification #: AZ-0014
Arkansas Certification #: 88-0680
California Certification #: 01155CA
Colorado Certification #Pace
Connecticut Certification #: PH-0256
EPA Region 8 Certification #: 8TMS-L
Florida/NELAP Certification #: E87605
Guam Certification #:14-008r
Georgia Certification #: 959
Georgia EPD #: Pace
Idaho Certification #: MN00064
Hawaii Certification #MN00064
Illinois Certification #: 200011
Indiana Certification#C-MN-01
Iowa Certification #: 368
Kansas Certification #: E-10167
Kentucky Dept of Envi. Protection - DW #90062
Kentucky Dept of Envi. Protection - WW #:90062
Louisiana DEQ Certification #: 3086
Louisiana DHH #: LA140001
Maine Certification #: 2013011
Maryland Certification #: 322
Michigan DEPH Certification #: 9909
Minnesota Certification #: 027-053-137
Mississippi Certification #: Pace
Montana Certification #: MT0092
Nevada Certification #: MN_00064
Nebraska Certification #: Pace
New Jersey Certification #: MN-002
New York Certification #: 11647
North Carolina Certification #: 530
North Carolina State Public Health #: 27700
North Dakota Certification #: R-036
Ohio EPA #: 4150
Ohio VAP Certification #: CL101
Oklahoma Certification #: 9507
Oregon Certification #: MN200001
Oregon Certification #: MN300001
Pennsylvania Certification #: 68-00563
Puerto Rico Certification
Saipan (CNMI) #:MP0003
South Carolina #:74003001
Texas Certification #: T104704192
Tennessee Certification #: 02818
Utah Certification #: MN000642013-4
Virginia DGS Certification #: 251
Virginia/VELAP Certification #: Pace
Washington Certification #: C486
West Virginia Certification #: 382
West Virginia DHHR #:9952C
Wisconsin Certification #: 999407970
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, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 3 of 39
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Lab ID Sample ID Matrix Date Collected Date Received
92303261001 3404-MW2 Water 06/28/16 13:05 06/29/16 10:30
92303261002 3404-MW3S Water 06/28/16 11:31 06/29/16 10:30
92303261003 3404-MW3D Water 06/28/16 10:57 06/29/16 10:30
92303261004 3404-MW4 Water 06/28/16 12:22 06/29/16 10:30
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 4 of 39
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92303261001 3404-MW2 RSK 175 3 PASI-MMJL
SM 2320B 1 PASI-AAES2
SM 4500-S2D 1 PASI-AWRC
SM 5210B 1 PASI-ADMN
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-ABRJ
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
92303261002 3404-MW3S RSK 175 3 PASI-MMJL
SM 2320B 1 PASI-AAES2
SM 4500-S2D 1 PASI-AWRC
SM 5210B 1 PASI-AEWS
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-ABRJ
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
92303261003 3404-MW3D RSK 175 3 PASI-MMJL
SM 2320B 1 PASI-AAES2
SM 4500-S2D 1 PASI-AWRC
SM 5210B 1 PASI-AEWS
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-ABRJ
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
92303261004 3404-MW4 RSK 175 3 PASI-MMJL
SM 2320B 1 PASI-AAES2
SM 4500-S2D 1 PASI-AWRC
SM 5210B 1 PASI-ADMN
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-ABRJ
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 5 of 39
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92303261001 3404-MW2
Methane 3190 ug/L 07/01/16 14:2210.0RSK 175
Alkalinity, Total as CaCO3 135000 ug/L 07/10/16 14:265000SM 2320B
Sulfate 1390J ug/L 07/06/16 20:09250000EPA 300.0
Nitrogen, Nitrate 74.9J ug/L 06/29/16 21:1710000EPA 353.2
Chloride 10600 ug/L 07/07/16 01:33 M11000SM 4500-Cl-E
Total Organic Carbon 1080 ug/L 07/22/16 04:541000SM 5310B
92303261002 3404-MW3S
Ethane 1.7J ug/L 07/01/16 14:3110.0RSK 175
Methane 164 ug/L 07/01/16 14:3110.0RSK 175
Alkalinity, Total as CaCO3 142000 ug/L 07/10/16 14:265000SM 2320B
BOD, 5 day 2000 ug/L 07/04/16 12:00 B22000SM 5210B
Sulfate 1750J ug/L 07/06/16 20:41250000EPA 300.0
Chloride 30700 ug/L 07/07/16 01:361000SM 4500-Cl-E
Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000SM 5220D
Total Organic Carbon 2870 ug/L 07/22/16 05:271000SM 5310B
92303261003 3404-MW3D
Methane 128 ug/L 07/01/16 14:3910.0RSK 175
Alkalinity, Total as CaCO3 148000 ug/L 07/10/16 14:265000SM 2320B
Sulfate 1740J ug/L 07/06/16 20:51250000EPA 300.0
Chloride 18900 ug/L 07/07/16 01:371000SM 4500-Cl-E
Total Organic Carbon 810J ug/L 07/22/16 05:381000SM 5310B
92303261004 3404-MW4
Ethene 2.6J ug/L 07/01/16 14:4710.0RSK 175
Methane 376 ug/L 07/01/16 14:4710.0RSK 175
Alkalinity, Total as CaCO3 165000 ug/L 07/10/16 14:265000SM 2320B
Sulfate 1400J ug/L 07/06/16 21:02250000EPA 300.0
Chloride 18400 ug/L 07/07/16 01:371000SM 4500-Cl-E
Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000SM 5220D
Total Organic Carbon 1480 ug/L 07/22/16 05:501000SM 5310B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 6 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Sample:3404-MW2 Lab ID:92303261001 Collected:06/28/16 13:05 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane ND ug/L 07/01/16 14:22 74-84-010.0 0.87 1
Ethene ND ug/L 07/01/16 14:22 74-85-110.0 0.77 1
Methane 3190 ug/L 07/01/16 14:22 74-82-810.0 0.49 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 135000 ug/L 07/10/16 14:26500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day ND ug/L 07/05/16 08:0006/30/16 02:02200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1390J ug/L 07/06/16 20:09 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate 74.9J ug/L 06/29/16 21:171000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 10600 ug/L 07/07/16 01:33 16887-00-6 M110005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand ND ug/L 07/13/16 13:3025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon 1080 ug/L 07/22/16 04:54 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 7 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Sample:3404-MW3S Lab ID:92303261002 Collected:06/28/16 11:31 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane 1.7J ug/L 07/01/16 14:31 74-84-010.0 0.87 1
Ethene ND ug/L 07/01/16 14:31 74-85-110.0 0.77 1
Methane 164 ug/L 07/01/16 14:31 74-82-810.0 0.49 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 142000 ug/L 07/10/16 14:26500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day 2000 ug/L 07/04/16 12:00 B206/29/16 17:40200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1750J ug/L 07/06/16 20:41 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate ND ug/L 06/29/16 21:141000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 30700 ug/L 07/07/16 01:36 16887-00-610005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon 2870 ug/L 07/22/16 05:27 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 8 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Sample:3404-MW3D Lab ID:92303261003 Collected:06/28/16 10:57 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane ND ug/L 07/01/16 14:39 74-84-010.0 0.87 1
Ethene ND ug/L 07/01/16 14:39 74-85-110.0 0.77 1
Methane 128 ug/L 07/01/16 14:39 74-82-810.0 0.49 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 148000 ug/L 07/10/16 14:26500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day ND ug/L 07/04/16 12:0006/29/16 17:40200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1740J ug/L 07/06/16 20:51 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate ND ug/L 06/29/16 21:001000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 18900 ug/L 07/07/16 01:37 16887-00-610005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand ND ug/L 07/13/16 13:3025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon 810J ug/L 07/22/16 05:38 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 9 of 39
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Sample:3404-MW4 Lab ID:92303261004 Collected:06/28/16 12:22 Received:06/29/16 10:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane ND ug/L 07/01/16 14:47 74-84-010.0 0.87 1
Ethene 2.6J ug/L 07/01/16 14:47 74-85-110.0 0.77 1
Methane 376 ug/L 07/01/16 14:47 74-82-810.0 0.49 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 165000 ug/L 07/10/16 14:26500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 07/05/16 12:00 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day ND ug/L 07/05/16 08:0006/30/16 02:02200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1400J ug/L 07/06/16 21:02 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate ND ug/L 06/29/16 21:161000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 18400 ug/L 07/07/16 01:37 16887-00-610005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand 17000J ug/L 07/13/16 13:3025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon 1480 ug/L 07/22/16 05:50 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 10 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
423256
RSK 175
RSK 175
RSK 175 AIR HEADSPACE
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:2304028
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Ethane ug/L ND 10.0 07/01/16 08:350.87
Ethene ug/L ND 10.0 07/01/16 08:350.77
Methane ug/L 1.5J 10.0 07/01/16 08:350.49
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2304029LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
2304030
Ethane ug/L 105114 92 85-1158597.0 8 20
Ethene ug/L 98.4106 93 85-1158690.8 8 20
Methane ug/L 55.160.7 91 85-1158551.5 7 20
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
2038880003
2306103SAMPLE DUPLICATE:
Ethane ug/L 28.1 13 2024.6
Ethene ug/L ND 20ND
Methane ug/L 965 12 20859
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
10353960007
2306104SAMPLE DUPLICATE:
Ethane ug/L ND 20ND
Ethene ug/L ND 20ND
Methane ug/L 2.8J 20ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 11 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
320569
SM 2320B
SM 2320B
2320B Alkalinity
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1776318
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Alkalinity, Total as CaCO3 ug/L ND 5000 07/10/16 14:261000
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1776319LABORATORY CONTROL SAMPLE:
LCSSpike
Alkalinity, Total as CaCO3 ug/L 4810050000 96 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1776320MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303135007
1776321
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L 50000 96 80-12092 2 255000071.2 mg/L 119000 117000
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1776322MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303381005
1776323
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L 50000 92 80-12088 2 255000076.9 mg/L 123000 121000
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 12 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
319616
SM 4500-S2D
SM 4500-S2D
4500S2D Sulfide Water
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1771210
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Sulfide ug/L ND 1000 07/05/16 12:00100
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1771211LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfide ug/L 486J500 97 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1771212MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303254007
1771213
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfide ug/L 500 103 90-110103 0 10500ND516J516J
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1771214MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303381005
1771215
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfide ug/L 500 103 90-110103 0 10500ND517J517J
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 13 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
319221
SM 5210B
SM 5210B
5210B BOD, 5 day
Associated Lab Samples:92303261002, 92303261003
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1768856
Associated Lab Samples:92303261002, 92303261003
Matrix:Water
AnalyzedMDL
BOD, 5 day ug/L ND 2000 07/04/16 12:002000
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1768857LABORATORY CONTROL SAMPLE:
LCSSpike
BOD, 5 day ug/L 199000198000 101 84.6-115.4
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92303122001
1768858SAMPLE DUPLICATE:
BOD, 5 day ug/L ND 10ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 14 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
319290
SM 5210B
SM 5210B
5210B BOD, 5 day
Associated Lab Samples:92303261001, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1769475
Associated Lab Samples:92303261001, 92303261004
Matrix:Water
AnalyzedMDL
BOD, 5 day ug/L ND 2000 07/05/16 08:002000
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1769476LABORATORY CONTROL SAMPLE:
LCSSpike
BOD, 5 day ug/L 201000198000 102 84.6-115.4
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92303266001
1769477SAMPLE DUPLICATE:
BOD, 5 day ug/L 4600 B2,D614104.0 mg/L
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 15 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
320121
EPA 300.0
EPA 300.0
300.0 IC Anions
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1773987
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Sulfate ug/L ND 250000 07/06/16 19:251000
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1773988LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfate ug/L 18100J20000 91 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1773989MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303261001
1773990
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfate ug/L 20000 91 90-11091 0 10200001390J19500J19500J
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1773991MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303675003
1773992
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfate ug/L 20000 95 90-11095 0 10200008.6 mg/L 27500J 27600J
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 16 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
319287
EPA 353.2
EPA 353.2
353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1769462
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Nitrogen, Nitrate ug/L ND 10000 06/29/16 20:5710.0
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1769463LABORATORY CONTROL SAMPLE:
LCSSpike
Nitrogen, Nitrate ug/L 2570J2500 103 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1769464MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303261003
1769465
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, Nitrate ug/L 2500 107 90-110107 0 102500ND2680J2690J
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1769466MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303381005
1769467
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, Nitrate ug/L 2500 105 90-110106 1 1025000.021
mg/L 2640J 2660J
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 17 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
319954
SM 4500-Cl-E
SM 4500-Cl-E
4500 Chloride
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1773083
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Chloride ug/L ND 1000 07/07/16 01:16500
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1773084LABORATORY CONTROL SAMPLE:
LCSSpike
Chloride ug/L 2090020000 105 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1773085MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303100002
1773086
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride ug/L M11000011290-110111 0 101000034.1 mg/L 45400 45300
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1773087MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303261001
1773088
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride ug/L M11000011390-110112 0 1010000106002180021800
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 18 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
320849
SM 5220D
SM 5220D
5220D COD
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1777764
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Chemical Oxygen Demand ug/L ND 25000 07/13/16 13:3012500
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1777765LABORATORY CONTROL SAMPLE:
LCSSpike
Chemical Oxygen Demand ug/L 698000750000 93 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1777766MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303134001
1777767
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chemical Oxygen Demand ug/L 750000 90 90-11090 0 3750000106 mg/L 782000 782000
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1777768MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303166001
1777769
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chemical Oxygen Demand ug/L M175000012290-110122 0 375000036.0 mg/L 950000 950000
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 19 of 39
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92303261
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:
322108
SM 5310B
SM 5310B
5310B TOC
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1785168
Associated Lab Samples:92303261001, 92303261002, 92303261003, 92303261004
Matrix:Water
AnalyzedMDL
Total Organic Carbon ug/L ND 1000 07/22/16 01:29500
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1785169LABORATORY CONTROL SAMPLE:
LCSSpike
Total Organic Carbon ug/L 2430025000 97 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1785170MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303608001
1785171
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Total Organic Carbon ug/L 25000 96 90-11096 1 1025000ND2430024100
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1785172MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92303261001
1785173
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Total Organic Carbon ug/L 25000 95 90-11095 0 102500010802490024900
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 20 of 39
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92303261
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, Styrene, and Vinyl chloride.
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 - MinneapolisPASI-M
ANALYTE QUALIFIERS
Oxygen usage is less than 2.0 for all dilutions set. The reported value is an estimated less than value and is calculated
for the dilution using the most amount of sample.B2
The precision between the sample and sample duplicate exceeded laboratory control limits.D6
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, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 21 of 39
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92303261
TOWN OF KERNERSVILLE MNA
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92303261001 4232563404-MW2 RSK 175
92303261002 4232563404-MW3S RSK 175
92303261003 4232563404-MW3D RSK 175
92303261004 4232563404-MW4 RSK 175
92303261001 3205693404-MW2 SM 2320B
92303261002 3205693404-MW3S SM 2320B
92303261003 3205693404-MW3D SM 2320B
92303261004 3205693404-MW4 SM 2320B
92303261001 3196163404-MW2 SM 4500-S2D
92303261002 3196163404-MW3S SM 4500-S2D
92303261003 3196163404-MW3D SM 4500-S2D
92303261004 3196163404-MW4 SM 4500-S2D
92303261001 319290 3193013404-MW2 SM 5210B SM 5210B
92303261002 319221 3192813404-MW3S SM 5210B SM 5210B
92303261003 319221 3192813404-MW3D SM 5210B SM 5210B
92303261004 319290 3193013404-MW4 SM 5210B SM 5210B
92303261001 3201213404-MW2 EPA 300.0
92303261002 3201213404-MW3S EPA 300.0
92303261003 3201213404-MW3D EPA 300.0
92303261004 3201213404-MW4 EPA 300.0
92303261001 3192873404-MW2 EPA 353.2
92303261002 3192873404-MW3S EPA 353.2
92303261003 3192873404-MW3D EPA 353.2
92303261004 3192873404-MW4 EPA 353.2
92303261001 3199543404-MW2 SM 4500-Cl-E
92303261002 3199543404-MW3S SM 4500-Cl-E
92303261003 3199543404-MW3D SM 4500-Cl-E
92303261004 3199543404-MW4 SM 4500-Cl-E
92303261001 3208493404-MW2 SM 5220D
92303261002 3208493404-MW3S SM 5220D
92303261003 3208493404-MW3D SM 5220D
92303261004 3208493404-MW4 SM 5220D
92303261001 3221083404-MW2 SM 5310B
92303261002 3221083404-MW3S SM 5310B
92303261003 3221083404-MW3D SM 5310B
92303261004 3221083404-MW4 SM 5310B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 07/25/2016 11:10 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 22 of 39
Page 23 of 39
Page 24 of 39
Page 25 of 39
Page 26 of 39
Page 27 of 39
Page 28 of 39
Page 29 of 39
Page 30 of 39
Page 31 of 39
Page 32 of 39
Page 33 of 39
Page 34 of 39
Page 35 of 39
Page 36 of 39
Page 37 of 39
Page 38 of 39
Page 39 of 39
#=CL#
July 14, 2016
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92303561
92303561
Project:
Pace Project No.:
RE:
Mr. Alex Everhart
Joyce Engineering-NC
2211 W. Meadowview Road
Suite 101
Greensboro, NC 27407
TOWN OF KERNERSVILLE MNA
Dear Mr. Everhart:
Enclosed are the analytical results for sample(s) received by the laboratory on June 30, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
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,
Kevin Godwin
kevin.godwin@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 1 of 18
#=CL#
July 14, 2016
Page 2
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92303561
cc:Mr. Van Burbach, Joyce Engineering-NC
Alex Everhart, Joyce Engineering-NC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 2 of 18
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92303561
TOWN OF KERNERSVILLE MNA
Lab ID Sample ID Matrix Date Collected Date Received
92303561001 3404-MW2 Water 06/29/16 14:45 06/30/16 11:10
92303561002 3404-MW3S Water 06/29/16 14:27 06/30/16 11:10
92303561003 3404-MW3D Water 06/29/16 14:15 06/30/16 11:10
92303561004 3404-MW4 Water 06/29/16 13:55 06/30/16 11:10
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 3 of 18
Page 4 of 18
Page 5 of 18
Page 6 of 18
Page 7 of 18
Page 8 of 18
Page 9 of 18
Page 10 of 18
Page 11 of 18
Page 12 of 18
Page 13 of 18
Page 14 of 18
Page 15 of 18
Page 16 of 18
Page 17 of 18
Page 18 of 18
D
i
s
s
o
l
v
e
d
C
0
2
:
1
0
0
m
J
L
2
i
n
c
h
e
s
4
.
8
5
f
e
e
t
1
3
.
1
8
f
e
e
t
8
.
3
3
f
e
e
t
[
D
T
B
-
D
T
W
]
1
.
3
g
a
l
l
o
n
s
-
g
a
l
l
o
n
s
3
.
9
g
a
l
l
o
n
s
3
.
9
g
a
l
l
o
n
s
/
_
_
_
7
D
a
t
e
:
2
%
‘
D
a
t
e
:
t
1
-
I
f
-
L
-
-
g
J
U
I
L
r
K
E
N
1
U
J
E
E
R
1
N
3
P
r
o
j
e
c
t
N
a
m
e
:
W
e
l
l
I
D
:
D
A
T
E
:
6
/
2
8
/
2
0
1
6
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
j
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
M
W
-
2
S
a
m
p
l
e
r
(
s
)
:
H
.
$
e
a
t
o
n
l
G
.
F
l
I
e
r
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
g
C
r
e
e
k
W
e
l
l
D
i
a
m
e
t
e
r
:
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
f
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
b
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
b
a
i
l
e
r
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
l
e
e
t
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
(
m
g
/
L
)
(
I
T
S
/
c
m
)
0
1
2
5
8
1
6
.
7
2
.
5
5
2
4
7
.
3
5
.
6
7
3
9
.
8
4
.
2
1
G
E
1
.
3
1
3
0
0
1
7
.
3
2
.
5
8
2
4
5
.
1
5
.
6
3
3
7
.
0
2
.
7
0
G
E
2
.
6
1
3
0
2
1
6
.
0
2
.
0
9
2
4
7
.
4
5
.
5
7
4
7
.
3
3
.
6
1
G
E
3
.
9
1
3
0
5
1
6
.
4
2
.
2
0
2
5
6
.
1
5
.
5
4
5
1
.
6
3
.
2
3
G
E
B
e
f
o
r
e
1
3
0
5
1
6
.
4
2
.
2
0
2
5
6
.
1
5
.
5
4
5
1
.
6
3
.
2
3
G
E
S
a
m
p
l
i
n
g
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
F
e
2
+
:
0
.
0
m
a
/
L
S
i
g
n
a
t
u
r
e
:
Q
A
/
Q
C
S
i
g
n
O
f
f
:
i
-
-
-
L
-
’
t
‘
7
’
-
I
I
D
A
T
E
:
6
/
2
8
/
2
0
1
6
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
g
C
r
e
e
k
2
i
n
c
h
e
s
1
3
.
5
5
f
e
e
t
5
6
.
9
6
f
e
e
t
4
3
.
4
1
f
e
e
t
[
D
T
B
-
D
T
W
]
g
a
l
l
o
n
s
g
a
l
l
o
n
s
g
a
l
l
o
n
s
g
a
l
l
o
n
s
D
a
t
e
:
D
a
t
e
:
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
W
e
l
l
I
D
:
M
W
-
3
D
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
/
G
.
E
l
l
e
r
W
e
l
l
D
i
a
m
e
t
e
r
:
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
_
_
_
_
_
_
_
_
_
_
_
_
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
_
_
_
_
_
_
_
_
_
_
_
_
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
f
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
7
.
0
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
-
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
2
1
.
0
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
2
1
.
0
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
(
m
g
/
L
)
(
u
S
/
c
m
)
0
1
0
3
7
1
6
.
0
1
.
7
5
2
8
4
.
5
5
.
5
4
-
7
2
.
7
3
.
3
4
G
E
7
.
0
1
0
4
3
1
5
.
7
2
.
8
0
2
9
1
.
0
5
.
6
8
-
4
4
.
8
5
.
6
1
G
E
1
4
.
0
1
0
4
8
1
5
.
9
2
.
8
9
2
9
5
.
6
5
.
7
3
1
5
.
7
5
.
4
1
G
E
2
1
.
0
1
0
5
7
1
5
.
8
2
.
8
1
2
9
8
.
1
5
.
8
1
1
7
.
9
5
.
1
7
G
E
B
e
f
o
r
e
1
0
5
7
1
5
.
8
2
.
8
1
2
9
8
.
1
5
.
8
1
1
7
.
9
5
.
1
7
G
E
S
a
m
p
l
i
n
g
F
e
2
+
:
0
0
m
g
/
I
,
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
D
i
s
s
o
l
v
e
d
C
0
2
:
9
0
m
/
L
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
S
i
g
n
a
t
u
r
e
:
Q
A
J
Q
C
S
i
g
n
O
f
f
:
,
-
7
D
A
T
E
:
6
/
2
8
/
2
0
1
6
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
_
_
_
_
2
i
n
c
h
e
s
1
4
.
2
5
f
e
e
t
2
4
.
0
6
f
e
e
t
9
.
8
1
f
e
e
t
[
D
T
B
-
D
T
W
J
=
1
.
5
g
a
l
l
o
n
s
=
-
g
a
l
l
o
n
s
4
.
5
g
a
l
l
o
n
s
4
.
5
g
a
l
l
o
n
s
D
i
s
s
o
l
v
e
d
C
0
2
:
6
5
m
g
f
L
S
i
g
n
a
t
u
r
e
:
Q
A
I
Q
C
S
i
g
n
O
f
f
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
f
f
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
l
G
.
E
l
l
e
r
a
.
L
I
f
L
.
,
k
,
I
J
t
i
R
I
t
’
J
t
P
r
o
j
e
c
t
N
a
m
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
W
e
l
l
I
D
:
M
W
-
3
S
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
g
C
r
e
e
k
W
e
l
l
D
i
a
m
e
t
e
r
:
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
f
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
f
e
e
t
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
(
m
g
[
L
)
(
j
i
S
/
c
m
)
0
1
1
4
1
1
5
.
6
2
.
4
6
3
0
6
.
5
5
.
7
5
2
7
.
4
5
.
5
7
G
E
1
.
5
1
1
4
5
1
5
.
4
2
.
9
2
3
0
8
.
6
5
.
6
4
3
2
.
2
7
.
6
0
G
E
3
.
0
1
1
4
8
1
4
.
9
2
.
9
4
3
0
6
.
9
5
.
6
4
3
6
.
5
1
4
.
3
0
G
E
4
.
5
1
1
5
1
1
5
.
4
2
.
4
1
3
2
1
.
4
5
.
8
0
4
3
.
4
1
5
.
8
0
G
E
B
e
f
o
r
e
1
1
5
1
1
5
.
4
2
.
4
1
3
2
1
.
4
5
.
8
0
4
3
.
4
1
5
.
8
0
G
E
S
a
m
p
l
i
n
g
F
e
2
+
:
0
.
0
m
/
L
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
D
a
t
e
:
D
a
t
e
:
/
(
_
j
/
t
?
—
t
L
J
7
/
-
i
/
/
f
’
.
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
g
C
r
e
e
k
W
e
l
l
D
i
a
m
e
t
e
r
:
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
f
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
(
m
g
I
L
)
(
j
i
S
I
c
m
)
0
1
2
1
5
1
5
.
8
3
.
6
2
3
2
7
.
0
5
.
6
8
4
7
.
1
8
.
4
3
G
E
1
.
2
1
2
1
8
1
5
.
3
3
.
5
2
3
2
0
.
5
5
.
6
6
4
1
.
6
1
0
.
1
6
G
E
2
.
4
1
2
2
0
1
4
.
9
2
.
4
2
3
1
1
.
4
5
.
5
7
5
1
.
6
1
0
.
4
2
G
E
3
.
6
1
2
2
2
1
5
.
0
2
.
7
5
3
1
9
.
2
5
.
8
4
3
8
.
5
9
.
6
8
G
E
B
e
f
o
r
e
1
2
2
2
1
5
.
0
2
.
7
5
3
1
9
.
2
5
.
8
4
3
8
.
5
9
.
6
8
G
E
S
a
m
p
l
i
n
g
D
i
s
s
o
l
v
e
d
C
0
2
:
8
5
m
g
/
L
S
i
g
n
a
t
u
r
e
:
Q
A
/
Q
C
S
i
g
n
O
f
f
:
D
A
T
E
:
6
/
2
8
/
2
0
1
6
J
L
I
1
a
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
W
e
l
l
I
D
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
I
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
M
W
-
4
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
l
G
.
E
l
l
e
r
2
i
n
c
h
e
s
6
.
9
3
f
e
e
t
1
4
.
4
0
f
e
e
t
7
.
4
7
f
e
e
t
[
D
T
B
-
D
T
W
]
1
.
2
g
a
l
l
o
n
s
-
g
a
l
l
o
n
s
3
.
6
g
a
l
l
o
n
s
3
.
6
g
a
l
l
o
n
s
f
e
e
t
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
F
e
2
+
:
0
.
5
m
/
L
D
a
t
e
:
D
a
t
e
:
6
—
Z
2
—
’
1
f
r
2
i
n
c
h
e
s
5
.
2
5
f
e
e
t
1
1
.
3
6
f
e
e
t
6
.
1
1
f
e
e
t
[
D
T
B
-
D
T
W
J
a
1
1
o
n
s
g
a
l
l
o
n
s
g
a
l
l
o
n
s
a
1
1
o
n
s
D
a
t
e
:
_
_
_
_
D
a
t
e
:
%
/
‘
/
1
/
.
D
A
T
E
:
6
/
2
8
/
2
0
1
6
g
J
1
J
I
L
.
r
,
E
N
3
I
C
\
J
E
E
R
I
I
’
J
c
3
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
W
e
l
l
I
D
:
M
W
-
5
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
/
G
.
E
l
l
e
r
W
e
l
l
L
o
c
a
t
i
o
n
:
D
o
w
n
h
i
l
l
b
e
t
w
e
e
n
o
l
d
c
e
l
l
a
n
d
s
h
o
o
t
i
n
g
r
a
n
g
e
.
W
e
l
l
D
i
a
m
e
t
e
r
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
_
_
_
_
_
_
_
_
_
_
_
_
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
_
_
_
_
_
_
_
_
_
_
_
_
_
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
0
.
9
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
-
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
2
.
7
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
f
B
a
i
l
e
d
:
2
.
7
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
b
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
f
l
c
,
i
n
h
1
p
b
a
i
l
e
r
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
p
H
C
o
n
d
.
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
(
i
.
t
S
/
c
m
)
0
1
0
0
6
1
8
.
5
6
.
3
1
1
7
0
.
3
1
8
.
3
0
G
E
0
.
9
1
0
0
9
1
6
.
7
5
.
9
5
1
3
5
.
3
1
2
.
3
4
G
E
1
.
8
1
0
1
1
1
7
.
0
5
.
6
5
1
1
7
.
6
1
5
.
6
1
G
E
2
.
7
1
0
1
5
1
7
.
1
5
.
5
3
1
1
8
.
8
1
4
.
2
1
G
E
B
e
f
o
r
e
S
a
m
p
l
i
n
g
1
0
1
5
1
7
.
1
5
.
5
3
1
1
8
.
8
1
4
.
2
1
G
E
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
S
i
g
n
a
t
u
r
e
:
Q
A
/
Q
C
S
i
g
n
O
f
f
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
t
D
A
T
E
:
6
/
2
8
/
2
0
1
6
J
2
r
-
i
L
J
I
L
.
E
i
f
\
J
E
E
R
U
’
J
3
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
J
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
W
e
l
l
I
D
:
M
W
-
6
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
/
G
.
E
l
l
e
r
W
e
l
l
L
o
c
a
t
i
o
n
:
O
n
R
i
g
h
t
s
i
d
e
o
f
r
o
a
d
b
e
h
i
n
d
o
l
d
s
c
a
l
e
h
o
u
s
e
l
o
c
a
t
i
o
n
.
W
e
l
l
D
i
a
m
e
t
e
r
:
2
i
n
c
h
e
s
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
2
0
.
3
2
f
e
e
t
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
2
0
.
4
6
f
e
e
t
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
0
.
1
4
f
e
e
t
[
D
T
B
-
D
T
W
]
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
-
g
a
l
l
o
n
s
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
-
g
a
l
l
o
n
s
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
-
g
a
l
l
o
n
s
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
-
g
a
l
l
o
n
s
P
u
r
g
e
d
w
i
t
h
:
-
S
a
m
p
l
e
d
w
i
t
h
:
-
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
(
i
.
S
/
c
m
)
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
(
m
g
/
L
)
D
r
y
B
e
f
o
r
e
S
a
m
p
l
i
n
g
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
T
h
e
w
e
l
l
w
a
s
d
r
y
a
n
d
n
o
t
s
a
m
p
l
e
d
.
S
i
g
n
a
t
u
r
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_
_
_
Q
A
/
Q
C
S
i
g
n
O
f
f
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
Z
1
4
1
-
C
.
,
I
C
‘
D
A
T
E
:
6
/
2
8
/
2
0
1
6
E
I
t
J
E
E
R
I
N
c
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
S
u
r
f
a
c
e
P
o
i
n
t
I
D
:
S
W
-
i
L
o
c
a
t
i
o
n
:
U
p
s
t
r
e
a
m
o
f
M
W
-
2
b
e
f
o
r
e
2
c
r
e
e
k
s
m
e
r
g
e
.
f
i
e
l
d
P
a
r
a
m
e
t
e
r
s
:
T
i
m
e
o
f
S
a
m
p
l
i
n
g
:
p
H
:
T
e
m
p
e
r
a
t
u
r
e
:
C
o
n
d
u
c
t
i
v
i
t
y
:
T
u
r
b
i
d
i
t
y
:
P
r
o
j
e
c
t
l
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
/
G
.
E
l
l
e
r
S
U
R
F
A
C
E
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
L
O
G
1
3
2
5
5
.
9
1
2
0
.
6
(
°
C
)
1
4
4
.
9
(
u
S
/
c
m
)
7
.
1
0
(
n
t
u
)
C
o
m
m
e
n
t
s
/
S
a
m
p
l
e
D
e
s
c
r
i
p
t
i
o
n
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
$
O
s
o
n
6
/
2
8
/
2
0
1
6
.
F
I
E
L
D
B
L
A
N
K
@
1
3
3
5
S
k
e
t
c
h
o
f
S
a
y
l
P
l
e
L
o
c
a
t
I
)
n
/
7
/
f
l
o
w
d
i
r
e
c
t
i
o
n
7
d
r
a
i
n
a
g
e
7
t
h
w
a
s
,
y
e
t
c
.
)
:
S
i
g
n
a
t
u
r
e
:
D
a
t
e
:
Q
A
J
Q
C
S
i
g
n
O
f
f
:
,
%
‘
j
/
-
_
-
L
‘
?
-
D
a
t
e
:
—
f
t
,
D
A
T
E
:
6
/
2
8
/
2
0
1
6
g
j
U
I
i
g
Z
I
E
F
I
I
N
(
S
U
R
F
A
C
E
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
/
T
a
s
k
N
o
.
:
8
3
8
.
1
5
0
1
.
1
2
.
0
1
S
u
r
f
a
c
e
P
o
i
n
t
I
D
:
S
W
-
2
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
/
G
.
E
l
l
e
r
L
o
c
a
t
i
o
n
:
D
o
w
n
S
t
r
e
a
m
o
f
M
W
-
4
a
t
p
r
o
p
e
r
t
y
l
i
n
e
.
F
i
e
l
d
P
a
r
a
m
e
t
e
r
s
:
T
i
m
e
o
f
S
a
m
p
l
i
n
g
:
1
2
2
6
p
H
:
6
.
0
5
T
e
m
p
e
r
a
t
u
r
e
:
1
9
.
9
(
°
C
)
C
o
n
d
u
c
t
i
v
i
t
y
:
1
3
6
.
4
(
.
t
S
I
c
m
)
T
u
r
b
i
d
i
t
y
:
5
.
3
9
(
n
t
u
)
C
o
m
m
e
n
t
s
/
S
a
m
p
l
e
D
e
s
c
r
i
p
t
i
o
n
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
_
_
_
_
_
_
_
_
_
_
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
S
k
e
t
c
h
o
f
S
a
m
7
L
o
c
a
f
i
o
?
n
c
l
u
d
e
f
l
o
w
/
i
r
e
c
t
i
o
n
,
d
r
7
n
a
g
e
p
a
t
w
a
y
s
,
e
t
c
.
)
:
/
/
/
/
/
S
i
g
n
a
t
u
r
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
Q
A
I
Q
C
S
i
g
n
O
f
f
:
A
7
/
I
—
D
a
t
e
:
-
1
D
A
T
E
:
6
/
2
8
/
2
0
1
6
S
i
g
n
a
t
u
r
e
:
Q
A
I
Q
C
S
i
g
n
O
f
f
:
/
/
&
i
/
-
i
D
a
t
e
:
D
a
t
e
:
J
U
Y
C
E
E
t
3
T
h
J
E
E
R
I
F
\
J
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
S
u
r
f
a
c
e
P
o
i
n
t
I
D
:
S
W
-
3
S
U
R
F
A
C
E
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
L
O
G
L
o
c
a
t
i
o
n
:
I
n
t
h
e
s
t
r
e
a
m
d
i
r
e
c
t
l
y
a
c
r
o
s
s
f
r
o
m
M
W
-
2
f
i
e
l
d
P
a
r
a
m
e
t
e
r
s
:
P
r
o
j
e
c
t
i
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
,
G
.
F
i
l
e
r
T
i
m
e
o
f
S
a
m
p
l
i
n
g
:
1
3
2
0
p
h
:
5
.
7
6
T
e
m
p
e
r
a
t
u
r
e
:
2
0
.
4
(
°
C
)
C
o
n
d
u
c
t
i
v
i
t
y
:
1
2
6
.
0
(
u
S
/
c
m
)
T
u
r
b
i
d
i
t
y
:
6
.
2
8
(
n
t
u
)
C
o
m
m
e
n
t
s
/
S
a
m
p
l
e
D
e
s
c
r
i
p
t
i
o
n
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
_
_
_
_
_
_
_
_
_
_
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
8
/
2
0
1
6
.
S
k
e
t
c
h
o
f
S
a
m
p
l
e
L
o
c
a
t
i
o
n
/
f
i
o
w
/
d
i
r
e
c
t
i
o
n
r
a
i
n
a
e
p
a
h
w
a
y
s
,
e
t
c
.
)
:
c
i
o
/
/
/
/
/
I
-
7
’
r
•
•
•
g
f
L
J
I
.
.
,
a
.
r
J
G
I
r
’
J
E
E
i
r
’
J
c
G
R
O
U
N
D
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
W
E
L
L
S
A
M
P
L
I
N
G
L
O
G
D
a
t
e
o
f
E
v
e
n
t
:
6
/
2
9
/
2
0
1
6
W
e
l
l
I
D
:
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
(
D
i
s
s
o
l
v
e
d
H
y
d
r
o
g
e
n
)
P
r
o
j
e
c
t
l
T
a
s
k
N
o
.
:
0
0
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
a
l
e
y
S
e
a
t
o
n
/
G
r
e
t
t
a
E
l
l
e
r
W
e
l
l
D
i
a
m
e
t
e
r
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
P
u
r
g
e
d
w
i
t
h
:
S
a
m
p
l
e
d
w
i
t
h
:
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
m
g
f
L
(
u
S
/
c
m
)
1
4
4
5
1
7
.
9
2
.
5
1
2
6
4
.
8
5
.
7
6
7
1
.
1
1
0
.
2
2
H
S
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
c
o
l
o
r
,
s
i
l
t
,
p
u
r
g
e
w
a
t
e
r
m
a
n
a
g
e
m
e
n
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
$
O
s
o
n
6
/
2
9
/
2
0
1
6
.
D
a
t
e
‘
t
M
W
-
2
(
M
N
A
)
2
i
n
c
h
e
s
1
3
.
1
8
f
e
e
t
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
f
e
e
t
S
i
g
n
a
t
u
r
e
1
.
.
ø
t
J
i
E
1
J
G
f
l
\
J
E
E
I
I
l
%
J
G
R
O
U
N
D
W
A
T
E
R
M
O
M
T
O
R
I
N
G
W
E
L
L
S
A
M
P
L
I
N
G
L
O
G
D
a
t
e
o
f
E
v
e
n
t
:
6
/
2
9
/
2
0
1
6
W
e
l
l
I
D
:
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
(
D
i
s
s
o
l
v
e
d
H
y
d
r
o
g
e
n
)
P
r
o
j
e
c
t
/
T
a
s
k
N
o
.
:
0
0
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
a
l
e
y
S
e
a
t
o
n
I
G
r
e
t
t
a
E
l
l
e
r
W
e
l
l
D
i
a
m
e
t
e
r
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
P
u
r
g
e
d
w
i
t
h
:
S
a
m
p
l
e
d
w
i
t
h
:
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
m
g
f
L
(
u
S
/
c
m
)
1
4
1
5
1
7
.
4
1
.
7
4
3
0
1
.
9
5
.
6
6
8
4
.
6
2
.
5
7
H
S
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
c
o
l
o
r
,
s
i
l
t
,
p
u
r
g
e
w
a
t
e
r
m
a
n
a
g
e
m
e
n
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
9
/
2
0
1
6
.
M
W
-
3
D
(
M
N
A
)
2
i
n
c
h
e
s
5
6
.
9
6
f
e
e
t
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
S
i
g
n
a
t
u
r
e
D
a
t
e
E
G
I
r
J
E
,
r
q
t
G
R
O
U
N
D
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
W
E
L
L
S
A
M
P
L
I
N
G
L
O
G
D
a
t
e
o
f
E
v
e
n
t
:
6
/
2
9
/
2
0
1
6
W
e
l
l
I
D
:
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
(
D
i
s
s
o
l
v
e
d
H
y
d
r
o
g
e
n
)
P
r
o
j
e
c
t
l
T
a
s
k
N
o
.
:
0
0
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
a
l
e
y
S
e
a
t
o
n
/
G
r
e
t
t
a
E
l
l
e
r
W
e
l
l
D
i
a
m
e
t
e
r
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
P
u
r
g
e
d
w
i
t
h
:
S
a
m
p
l
e
d
w
i
t
h
:
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
m
g
/
L
(
u
S
/
c
m
)
1
4
2
7
1
6
.
7
2
.
8
3
3
1
6
.
7
5
.
7
5
7
0
.
1
1
4
.
9
4
H
S
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
c
o
l
o
r
,
s
i
l
t
,
p
u
r
g
e
w
a
t
e
r
m
a
n
a
g
e
m
e
n
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
9
/
2
0
1
6
.
M
W
-
3
S
(
M
N
A
)
2
i
n
c
h
e
s
2
4
.
0
6
f
e
e
t
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
S
i
g
n
a
t
u
r
e
D
a
t
e
S
t
\
J
G
I
!
’
J
S
E
R
1
t
\
J
L
G
R
O
U
N
D
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
W
E
L
L
S
A
M
P
L
I
N
G
L
O
G
D
a
t
e
o
f
E
v
e
n
t
:
P
r
o
j
e
c
t
N
a
m
e
:
P
r
o
j
e
c
t
l
T
a
s
k
N
o
.
:
0
0
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
a
l
e
y
S
e
a
t
o
n
I
G
t
e
t
t
a
E
l
l
e
r
W
e
l
l
D
i
a
m
e
t
e
r
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
P
u
r
g
e
d
w
i
t
h
:
S
a
m
p
l
e
d
w
i
t
h
:
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
m
g
f
L
(
u
S
/
c
m
)
1
3
5
5
1
8
.
4
2
.
3
9
3
4
1
.
4
5
.
9
0
6
5
.
8
8
.
4
1
H
S
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
c
o
l
o
r
,
s
i
l
t
,
p
u
r
g
e
w
a
t
e
r
m
a
n
a
g
e
m
e
n
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
8
0
s
o
n
6
/
2
9
/
2
0
1
6
.
6
/
2
9
/
2
0
1
6
W
e
l
l
I
D
:
T
o
w
n
O
f
K
e
r
n
e
r
s
v
i
l
l
e
(
D
i
s
s
o
l
v
e
d
H
y
d
r
o
g
e
n
)
M
W
-
4
(
M
N
A
)
2
i
n
c
h
e
s
1
4
.
4
0
f
e
e
t
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
p
e
r
i
s
t
a
l
t
i
c
p
u
m
p
f
e
e
t
S
i
g
n
a
t
u
r
e
D
a
t
e
Appendix II
Summary of Detections
Summary of Detections
WELL ID PARAMETER RESULT UNITS SWSL COLLECT DATE
3404-MW2 1,1-Dichloroethane 19.1 µg/L 5 6/28/2016
3404-MW2 1,2-Dichloropropane 4.3 µg/L 1 6/28/2016
3404-MW2 1,4-Dichlorobenzene 4.8 µg/L 1 6/28/2016
3404-MW2 Barium 253 µg/L 100 6/28/2016
3404-MW2 Benzene 4.9 µg/L 1 6/28/2016
3404-MW2 cis-1,2-Dichloroethene 42.4 µg/L 5 6/28/2016
3404-MW2 Tetrachloroethene 1.0 µg/L 1 6/28/2016
3404-MW2 Trichloroethene 4.9 µg/L 1 6/28/2016
3404-MW2 Vinyl chloride 4.6 µg/L 1 6/28/2016
3404-MW3D 1,2-Dichloropropane 1.2 µg/L 1 6/28/2016
3404-MW3D 1,4-Dichlorobenzene 3.9 µg/L 1 6/28/2016
3404-MW3D cis-1,2-Dichloroethene 53.2 µg/L 5 6/28/2016
3404-MW3D Vinyl chloride 6.1 µg/L 1 6/28/2016
3404-MW3S 1,4-Dichlorobenzene 1.7 µg/L 1 6/28/2016
3404-MW3S cis-1,2-Dichloroethene 7.5 µg/L 5 6/28/2016
3404-MW3S Barium 155 µg/L 100 6/28/2016
3404-MW3S Cadmium 2.6 µg/L 1 6/28/2016
3404-MW3S Chromium 11.9 µg/L 10 6/28/2016
3404-MW3S Copper 17.6 µg/L 10 6/28/2016
3404-MW3S Vanadium 45.2 µg/L 25 6/28/2016
3404-MW3S Vinyl chloride 2.3 µg/L 1 6/28/2016
3404-MW3S Zinc 404 µg/L 10 6/28/2016
3404-MW4 1,4-Dichlorobenzene 2.4 µg/L 1 6/28/2016
3404-MW4 cis-1,2-Dichloroethene 19.5 µg/L 5 6/28/2016
3404-MW4 Vinyl chloride 17.0 µg/L 1 6/28/2016
3404-MW5 Cobalt 23.0 µg/L 10 6/28/2016
Notes:µg/L = Micorgrams per liter
SWSL = NC Soild Waste Section Reporting Limit
Laboratory Reporting limit used when SWSL has not been established
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 1 Joyce Engineering
Appendix III
Summary of Exceedances
Summary of Exceedances
WELL ID PARAMETER RESULT UNITS NC2L/GWPS GPS SWSL COLLECT DATE
3404-MW2 1,1-Dichloroethane 19.1 µg/L 6 6 5 6/28/2016
3404-MW2 1,2-Dichloropropane 4.3 µg/L 0.6 0.6 1 6/28/2016
3404-MW2 Benzene 4.9 µg/L 1 1 1 6/28/2016
3404-MW2 Tetrachloroethene 1.0 µg/L 0.7 0.7 1 6/28/2016
3404-MW2 Trichloroethene 4.9 µg/L 3 3 1 6/28/2016
3404-MW2 Vinyl chloride 4.6 µg/L 0.03 0.03 1 6/28/2016
3404-MW3D 1,2-Dichloropropane 1.2 µg/L 0.6 0.6 1 6/28/2016
3404-MW3D Vinyl chloride 6.1 µg/L 0.03 0.03 1 6/28/2016
3404-MW3S Cadmium 2.6 µg/L 2 2 1 6/28/2016
3404-MW3S Chromium 11.9 µg/L 10 10 10 6/28/2016
3404-MW3S Vanadium 45.2 µg/L 0.3 0.3 25 6/28/2016
3404-MW3S Vinyl chloride 2.3 µg/L 0.03 0.03 1 6/28/2016
3404-MW4 Vinyl chloride 17.0 µg/L 0.03 0.03 1 6/28/2016
3404-MW5 Cobalt 23.0 µg/L 1 1 10 6/28/2016
Notes:µg/L = Micorgrams per liter
SWSL = NC Soild Waste Section Reporting Limit
Laboratory Reporting limit used when SWSL has not been established
NC2L = NC Groundwater Standard from 15A NCAC 2L.0202
GWPS = NC Solid Waste Section Groundwater Protection Standard (for constituents with no NC2L)
GPS = Groundwater Protection Standard as defined by 15A NCAC 13B.1634(g)
NA= Not Applicable
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 1 Joyce Engineering
Appendix IV
Summary of Field Parameters
Summary of Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
MW-2 Dissolved Oxygen 2.20 mg/L 6/28/2016
MW-2 Oxidation Reduction Potential 51.6 mV 6/28/2016
MW-2 pH 5.54 S.U.6/28/2016
MW-2 Temperature 16.4 ºC 6/28/2016
MW-2 Ferrous Iron 0 mg/L 6/28/2016
MW-2 Dissolved Carbon Dioxide 100 mg/L 6/28/2016
MW-2 Conductivity 256.1 µS/cm 6/28/2016
MW-2 Turbididty 3.23 NTU 6/28/2016
MW-2 Static Water Level 4.85 ft 6/28/2016
MW-2 Well Depth 13.18 ft 6/28/2016
MW-3S pH 5.80 S.U.6/28/2016
MW-3S Temperature 15.4 ºC 6/28/2016
MW-3S Conductivity 321.4 µS/cm 6/28/2016
MW-3S Ferrous Iron 0.0 mg/L 6/28/2016
MW-3S Dissolved Carbon Dioxide 65 mg/L 6/28/2016
MW-3S Turbididty 15.80 NTU 6/28/2016
MW-3S Static Water Level 14.25 ft 6/28/2016
MW-3S Well Depth 24.00 ft 6/28/2016
MW-3S Dissolved Oxygen 2.41 mg/L 6/28/2016
MW-3S Oxidation Reduction Potential 43.4 mV 6/28/2016
MW-3D Dissolved Oxygen 2.81 mg/L 6/28/2016
MW-3D Oxidation Reduction Potential 17.9 mV 6/28/2016
MW-3D pH 5.81 S.U.6/28/2016
MW-3D Temperature 15.8 ºC 6/28/2016
MW-3D Ferrous Iron 0.0 mg/L 6/28/2016
MW-3D Conductivity 298.1 µS/cm 6/28/2016
MW-3D Dissolved Carbon Dioxide 90 mg/L 6/28/2016
MW-3D Turbididty 5.17 NTU 6/28/2016
MW-3D Static Water Level 13.55 ft 6/28/2016
MW-3D Well Depth 56.96 ft 6/28/2016
MW-4 pH 5.84 S.U.6/28/2016
MW-4 Temperature 15.0 ºC 6/28/2016
MW-4 Conductivity 319.2 µS/cm 6/28/2016
MW-4 Turbididty 9.68 NTU 6/28/2016
MW-4 Ferrous Iron 0.5 mg/L 6/28/2016
MW-4 Dissolved Carbon Dioxide 85 mg/L 6/28/2016
MW-4 Static Water Level 6.93 ft 6/28/2016
MW-4 Well Depth 14.40 ft 6/28/2016
MW-4 Dissolved Oxygen 2.75 mg/L 6/28/2016
MW-4 Oxidation Reduction Potential 38.5 mV 6/28/2016
MW-5 pH 5.53 S.U.6/28/2016
MW-5 Temperature 17.1 ºC 6/28/2016
MW-5 Conductivity 118.8 µS/cm 6/28/2016
MW-5 Turbididty 14.21 NTU 6/28/2016
MW-5 Static Water Level 5.25 ft 6/28/2016
MW-5 Well Depth 11.36 ft 6/28/2016
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 2 Joyce Engineering
Summary of Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
SW-1 pH 5.91 S.U.6/28/2016
SW-1 Temperature 20.6 ºC 6/28/2016
SW-1 Conductivity 144.9 µS/cm 6/28/2016
SW-1 Turbididty 7.10 NTU 6/28/2016
SW-2 pH 6.05 S.U.6/28/2016
SW-2 Temperature 19.9 ºC 6/28/2016
SW-2 Conductivity 136.4 µS/cm 6/28/2016
SW-2 Turbididty 5.39 NTU 6/28/2016
SW-3 pH 5.76 S.U.6/28/2016
SW-3 Temperature 20.4 ºC 6/28/2016
SW-3 Conductivity 126 µS/cm 6/28/2016
SW-3 Turbididty 6.28 NTU 6/28/2016
Notes:ºC= degrees Centigrade
S.U.= Standard Units
µS/cm = microsemens
NTU = Nephelometric Turbidity Units
ft = feet
mV = millivolts
mg/L = milligrams per liter
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 2 Joyce Engineering