1304_CharlotteMotor_GWMR_DIN28263_20161021

Groundwater
Statistical Analysis Report

Second Semi-Annual 2016
Sampling Event

Charlotte Motor Speedway, Landfill V
Concord, North Carolina
Permit No. 13-04

January 2017

Prepared by:

10 Quiet Brook Court 314-496-4654
St. Charles, MO 63303 www.jettenviro.com

TABLE OF CONTENTS

1.0 INTRODUCTION .............................................................................1 
2.0 SITE BACKGROUND AND MONITORING NETWORK ................1 
3.0 SITE HYDROGEOLOGY ................................................................1 
4.0 DATA EVALUATION ......................................................................2 
5.0 STATISTICAL PROCEDURES .......................................................2 
5.1 Inter-Well Prediction Intervals ....................................................2 
5.2 Intra-Well Confidence Intervals ..................................................3 
5.3 Statistical Results Summary .......................................................4 
6.0 ASSESSMENT MONITORING STATUS ........................................4 
7.0 WATER QUALITY ASSESSMENT ACTIVITIES ............................6 

TABLES

Table 1 Wells Analyzed
Table 2 Organic Detections
Table 3A Comparisons to GWPSs (Inorganics)
Table 3B Comparisons to GWPSs (Organics)
Table 4 Surface Water Data Compared to NC 2B Standards
Table 5 Inter-Well Prediction Limit Exceedances
Table 6 Water Quality Assessment Well Data Compared to GWPSs

APPENDICES

Appendix A Potentiometric Surface Map
Appendix B Statistical Evaluations
Appendix C Laboratory Analytical Reports & Field Information Forms

Groundwater Statistical Analysis Report
Charlotte Motor Speedway, Landfill V, North Carolina 1

1.0 INTRODUCTION

On behalf of BFI Waste Systems of North America, Inc.-Charlotte Motor Speedway, Landfill V, Jett
Environmental Consulting statistically evaluated the Second Semi-Annual 2016 water quality monitoring
data. Groundwater, surface water, and leachate sampling was completed by Pace Analytical Services, Inc.
(Pace) on October 27, 2016 and analytical testing was performed by Pace. The statistical analysis software
package utilized, SanitasTM, follows a documented decision logic that incorporates the following guidance
document: USEPA “Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities, Unified
Guidance” (March 2009).
2.0 SITE BACKGROUND AND MONITORING NETWORK

Jett Environmental Consulting statistically evaluated parameters from the Second Semi-Annual 2016 event
against background data using inter-well prediction interval analysis. Prediction intervals are considered a
powerful tool for groundwater statistical analysis, when feasible, due to their inherent low false negative
and false positive rates utilizing confirmatory resampling, if necessary. Statistical comparisons of data to
the Groundwater Protection Standards (GWPSs) were performed utilizing intra-well confidence limits.

Background for the inter-well prediction limits was defined as all samples taken from each upgradient well.
The parameters subject to statistical evaluation are noted in NCDEQ Sections .1633 and .1634. Table 1
lists the groundwater monitoring wells for the site. Each of the required wells was sampled during the
Second Semi-Annual 2016 event, with the exception of MW-27 which had insufficient water present to
purge according to Pace. This is the first event MW-27 has not been able to be sampled.

In correspondence dated October 13, 2015 (DIN 25121), NCDEQ approved a request to sample MW-17,
MW-17A, and MW-24 annually. The next scheduled annual sampling event for wells MW-17, MW-17A,
and MW-24 is during the Second Semi-Annual 2017 event.

In addition to groundwater monitoring, the site has a surface water monitoring network consisting of one
upstream surface water sampling point (SW-1) and one downstream point (SW-2). These points are
sampled semi-annually for the 40 CFR Part 258 Appendix I list in conjunction with the groundwater
monitoring wells. Both surface water monitoring points were sampled during the Second Semi-Annual 2016
event.

A leachate sample is also routinely collected for analysis in accordance with the facility’s permit. The
leachate sample was analyzed for the 40 CFR Part 258 Appendix I list, biochemical oxygen demand,
chemical oxygen demand, nitrate as N, phosphorous, and sulfate.
3.0 SITE HYDROGEOLOGY

Previous site investigations indicate that groundwater is present in either the saprolite, Piedmont weathered
rock, or bedrock depending on location. Data suggests hydraulic connection between these units, which
form the uppermost aquifer. Generally, data indicate that the groundwater flow is principally within the
saprolite and Piedmont weathered rock, in the direction of the Rocky River. Locally, the vertical component
of the groundwater flow may be slightly downward in topographic high areas and slightly upward in
topographic low areas. In general, the configuration of the groundwater surface is similar to the topography
of the site.

Appendix A provides a potentiometric surface map for the site utilizing groundwater level data from the
Second Semi-Annual 2016 event. Groundwater flow direction for the Second Semi-Annual 2016 event was
to the southwest, consistent with past events. Groundwater flow rate for the Second Semi-Annual 2016
event was estimated to range from 22 feet/year to 135 feet/year, consistent with past events. Flow rate
calculations are available in Appendix A. A well construction summary table is provided in Appendix A.
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Charlotte Motor Speedway, Landfill V, North Carolina 2

4.0 DATA EVALUATION

The analytical results for the Second Semi-Annual 2016 event for the groundwater samples are
summarized on Tables 2, 3A, and 3B. Table 2 provides a summary of volatile organic compounds (VOCs)
detected at or above the NC Solid Waste Section Reporting Limits (SWSLs) in groundwater samples. Of
the twenty-seven quantifiable VOC detections, seventeen were above a NC 2L Groundwater Standard (NC
2L): 1,2-dichloroethane at MW-17 and MW-26; 1,2-dichloropropane at MW-17; 1,4-dichlorobenzene at MW-
25; benzene at MW-18A, MW-19, MW-32R, and MW-34; tetrachloroethene at MW-33 and MW-34;
trichloroethene at MW-34; and vinyl chloride at MW-17, MW-17A, MW-25, MW-32R, MW-33, and MW-34.
The detected VOCs are consistent with past events.

As shown on Table 3A, three Appendix I constituents (barium at MW-18A and MW-20B; cobalt at MW-1B,
MW-16, MW-18A, MW-21, MW-22, MW-26 and MW-32R; and nickel at MW-19) were detected above an
SWSL and a Groundwater Protection Standard (GWPS) during the Second Semi-Annual 2016 sampling
event. The exceedances are consistent with past events.

As shown on Table 4, during the Second Semi-Annual 2016 event, no NC 2B Surface Water Standards
were exceeded in surface water samples. No VOCs were detected in surface water samples at quantified
concentrations above their respective NC SWSLs during the Second Semi-Annual 2016 event.

The constituents detected in the leachate sample collected during the Second Semi-Annual 2016 event are
typical for leachate at this facility.

Appendix C contains a copy of the groundwater, surface water, and leachate laboratory analytical reports
and field information forms for the Second Semi-Annual 2016 event.
5.0 STATISTICAL PROCEDURES

The SanitasTM program was utilized to compile and statistically evaluate the data for the Second Semi-
Annual 2016 sampling event. Summary tables for the inter-well prediction interval analysis are available in
Appendix B. Statistical analyses (i.e. inter-well prediction limits) were performed to establish background
concentrations and determine if the NC GWPS/NC 2L value-to-value exceedances for barium at MW-18A
and MW-20B; cobalt at MW-1B, MW-16, MW-18A, MW-21, MW-22, MW-26, and MW-32R; and nickel at
MW-19 exhibited statistically significant increases above background.

5.1 Inter-Well Prediction Intervals

The prediction interval is a statistical method used to compare a single observation to a group of
observations. The prediction interval is calculated to include observations from the same population with a
specified confidence. In groundwater monitoring, a prediction interval approach may be used to make
comparisons between background and compliance data. The interval is developed to contain all future
observations, within a certain probability. For the Charlotte Motor Speedway V site, inter-well prediction
intervals have been developed based on a 99% confidence that future observations will fall within the range.
If any future observation exceeds the prediction interval, this is considered statistically significant evidence
that the observation is not representative of the background group.

During parametric prediction interval analysis, the mean and the standard deviation are calculated for the
raw or transformed background data. The number of comparison observations, K, is defined to be included
in the interval. If less than 15% of the background observations are nondetects, the nondetects are replaced
with one half of the reporting limit prior to performing the analysis. If more than 15% but less than 50% of
the background data are below the reporting limit, the data’s sample mean and standard deviation are
adjusted according to the Kaplan-Meier method. However, when the background data are not transformed-
normal or contain greater than 50% observations below the reporting limit, SanitasTM automatically
constructs a nonparametric prediction interval. During nonparametric analysis, the highest value from the
background data is used to set the upper limit of the prediction interval.
Groundwater Statistical Analysis Report
Charlotte Motor Speedway, Landfill V, North Carolina 3

For the Second Semi-Annual 2016 event, barium at MW-18A and MW-20B; and cobalt at MW-1B, MW-16,
MW-18A, MW-21, MW-22, MW-26, and MW-32R; and nickel at MW-19 statistically exceeded background
and were above NC GWPS/NC 2L standards in a value-to-value comparison. Table 5 provides a summary
of the prediction limit exceedances. The prediction limit exceedances are generally consistent with past
events.

Included in Appendix B are time series plots for each of the inorganic parameters statistically analyzed for
this reporting period and plots of the Second Semi-Annual 2016 organic detections at or above SWSLs.

5.2 Intra-Well Confidence Intervals

Per NCDEQ Regulation .1634(H), Groundwater Protection Standards (GWPSs) are equal to the National
Primary Drinking Water Standard-Maximum Contaminant Level (MCL) or North Carolina 15A NCAC 2L
Water Quality Standard, whichever is lower. In instances where an MCL or 2L Standard are not established,
the GWPSs were derived from the NCDEQ-Solid Waste Section published GWPSs.

Tables 3A and 3B provide comparisons of the Second Semi-Annual 2016 results to the GWPSs.

In order to determine if the groundwater concentrations exhibit a statistical exceedance of the GWPS, a
statistical comparison was made to the GWPSs to determine if further action is warranted. The following
text outlines the procedures that were used to statistically compare concentrations to GWPSs.

Per the U.S. Environmental Protection Agency document (dated March 2009), titled Statistical Analysis of
Groundwater Monitoring Data at RCRA Facilities, Unified Guidance, a Confidence Interval is constructed
from sample data and is designed to contain the mean concentration of a well analyte in groundwater
monitoring, with a designated level of confidence. A confidence interval generally is used when samples
are being compared to a GWPS, which is typically the MCL or alternate concentration limit (i.e. 2L Standard
or NC GWPS).

A lower confidence interval analysis was used to statistically compare to GWPSs. The method constructs
a normal confidence interval on the mean concentration of a constituent incorporating, at a minimum, the
four most recent measurements. The lower confidence interval on the mean was compared to the GWPS
to determine whether the mean concentration exceeded its GWPS. If the lower confidence interval on the
mean exceeds the GWPS then there is statistically significant evidence that the mean concentration of that
constituent exceeds the GWPS.

The distribution of the data is evaluated by applying the Shapiro-Wilk or Shapiro-Francia test for normality
to the raw data or, when applicable, transformed data. If less than 15 percent of the observations are non-
detects, the non-detects will be replaced with one half the reporting limit prior to performing the normality
test and constructing the confidence limit.

Per .1634(g)(5), if background (statistical limit based on upgradient well data) is higher than the NC 2L
Standard, then background may be utilized as the GWPS. Background for organics is considered the non-
detect level (equivalent to the SWSL). The following is a summary of background data that was utilized as
the GWPS:

 The SWSL (1.0 ug/L) for 1,2-dichloroethane, 1,2-dichloropropane, tetrachloroethene, and vinyl
chloride is higher than the 2L Standard (0.4 ug/L, 0.6 ug/L, 0.7 ug/L, and 0.03 ug/L, respectively);
therefore the SWSL (1.0 ug/L) was utilized as the GWPS for 1,2-dichloroethane, 1,2-
dichloropropane, tetrachloroethene, and vinyl chloride.
 Background for total antimony (6 ug/L) is higher than the NC GWPS (1 ug/L), therefore 6 ug/L was
utilized as the GWPS as outlined in .1634(g)(5).
 Background for total chromium (98 ug/L) is higher than the NC GWPS (10 ug/L), therefore 98 ug/L
was utilized as the GWPS as outlined in .1634(g)(5).
 Background for total cobalt (12 ug/L) is higher than the NC GWPS (1 ug/L), therefore 12 ug/L was
utilized as the GWPS as outlined in .1634(g)(5).
Groundwater Statistical Analysis Report
Charlotte Motor Speedway, Landfill V, North Carolina 4

 Background for total thallium (5.5 ug/L) is higher than the NC GWPS (0.28 ug/L), therefore 5.5 ug/L
was utilized as the GWPS as outlined in .1634(g)(5).
 Background for total vanadium (19 ug/L) is higher than the NC GWPS (0.3 ug/L), therefore 19 ug/L
was utilized as the GWPS as outlined in .1634(g)(5).

Inorganic and organic concentrations detected above SWSLs and GWPSs (See Tables 3A and 3B) were
statistically compared to their respective GWPSs utilizing intra-well confidence limits. As provided in
Appendix B, no inorganics statistically exceeded a GWPS for the Second Semi-Annual 2016 event. Three
VOCs statistically exceeded a GWPS for the Second Semi-Annual 2016 event: 1,2-dichloroethane at MW-
17; benzene at MW-34; and vinyl chloride at MW-34. The confidence limit exceedances are generally
consistent with past events.

5.3 Statistical Results Summary

Assessment Monitoring

Inorganic and organic concentrations detected above SWSLs and GWPSs were statistically compared to
their respective GWPSs utilizing intra-well confidence limits. No inorganics statistically exceeded a GWPS
for the Second Semi-Annual 2016 event. Three VOCs statistically exceeded a GWPS for the Second Semi-
Annual 2016 event: 1,2-dichloroethane at MW-17; benzene at MW-34; and vinyl chloride at MW-34.
6.0 ASSESSMENT MONITORING STATUS

In accordance with Assessment Monitoring requirements set forth in the NCDEQ Regulations for Municipal
Solid Waste Landfills Section .1634:

(e) If the concentrations of all Appendix II constituents are shown to be at or below the approved ground-
water protection standards, for two consecutive sampling events, the owner or operator shall report this
information to the Division, and the Division shall give approval to the owner or operator to return to
detection monitoring.

(f) If one or more Appendix II constituents are detected above the approved ground-water protection
standards in any sampling event, the owner or operator, shall within 14 days of this finding, submit a report
to the Division, place a notice in the operating record, and notify local government officials. The owner or
operator:
(1) shall:
(A) Characterize the nature and extent of the release by installing additional monitoring wells, as necessary;
(B) Install at least one additional monitoring well at the facility boundary in the direction of contaminant
migration and sample this well in accordance with Paragraph (d)(2) of this Rule;
(C) Notify all persons who own land or reside on land that directly overlies any part of the plume of
contamination if contaminants have migrated off-site; and
(D) Within 90 days, initiate an assessment of corrective measures as required under Rule .1635 of this
Section; or
(2) may demonstrate that a source other than a MSWLF unit caused the exceedance of the ground-water
protection standards, or the exceedance resulted from error in sampling, analysis, or natural variation in
ground-water quality. A report documenting this demonstration shall be approved by the Division. If required
by G.S. 89C or G.S. 89E, a professional engineer or licensed geologist shall prepare these documents.
[Note: The North Carolina Board of Examiners for Engineers and Surveyors and the Board of Licensing of
Geologist has determined, via letters dated July 16, 2010 and November 30, 2010 respectively, that
preparation of documents pursuant to this Paragraph constitutes practicing engineering or geology under
G.S. 89C and G.S. 89E.] A copy of the approved report shall also be placed in the operating record. If a
successful demonstration is made, the owner or operator may discontinue assessment monitoring, and
may return to detection monitoring when approval is given by the Division. Until a successful demonstration
is made, the owner or operator shall comply with Paragraph (f)(1) of this Rule including initiating an
assessment of corrective measures.

Groundwater Statistical Analysis Report
Charlotte Motor Speedway, Landfill V, North Carolina 5

During the Second Semi-Annual 2016 event, a limited number of Appendix II constituents were detected
above GWPSs (see Tables 3A and 3B). No inorganics statistically exceeded a GWPS for the Second
Semi-Annual 2016. Three VOCs statistically exceeded a GWPS for the Second Semi-Annual 2016 event:
1,2-dichloroethane at MW-17; benzene at MW-34; and vinyl chloride at MW-34.

The following groundwater monitoring wells are in assessment monitoring due to past exceedances: MW-
17, MW-17A, MW-18A, MW-19, MW-19A, MW-20B, MW-25, MW-26, MW-32R, and MW-34. Therefore,
wells with GWPS statistical exceedances during the Second Semi-Annual 2016 event (MW-17 and MW-
34) are already in the assessment monitoring program.

The following items are noted in regards to the Second Semi-Annual 2016 GWPS statistical exceedances:

 Well MW-34 is adjacent to and slightly upgradient to well MW-33. Downgradient well MW-33 has
not exhibited quantifiable detections of benzene above the 1.0 ug/L SWSL. Downgradient well
MW-33 has only exhibited two quantifiable vinyl chloride detection above the GWPS (April and
October 2016). Therefore, benzene and vinyl chloride GWPS statistical exceedances are limited
to the vicinity of MW-34. It is recommended that MW-34 continue in Assessment Monitoring.

 It has been previously concluded that the VOC migration (e.g. 1,2-dichloroethane) in the area of
well MW-17 is due to landfill gas migration. The facility has implemented several phases of
improvements to the gas collection system in recent years to address gas migration and improve
groundwater conditions. Well MW-17 is surrounded by waste on three sides. Well MW-17 no
longer functions as proper point of compliance well. In addition, wells MW-33 and MW-34 exist
nearby downgradient of MW-17. Wells MW-33 and MW-34 are in place to appropriately monitor
groundwater quality downgradient of waste in this portion of the site. 1,2-Dichloroethane has not
been detected at quantifiable concentrations at MW-33 or MW-34.

The site does not recommend additional corrective measures other than the upgrades that have been
implemented to the landfill Gas Collection and Control System (GCCS) described below. The GCCS
improvements and future upgrades to be implemented as needed should further enhance the removal of
landfill gas and improve groundwater quality.

During the Second Semi-Annual 2016 event, each well was sampled for the Appendix I list parameters plus
previously detected Appendix II parameters (dichlorodifluoromethane, mercury, and tin).
Dichlorodifluoromethane continues to be reported at concentrations below the SWSL. Mercury continues
to be detected at low levels below the 2L Standard. Tin continues to be reported at concentrations below
the SWSL. The inorganic and organic detections above SWSLs are also on the Appendix I Detection
Monitoring list.

In correspondence dated October 23, 2014 (DIN 22116), NCDEQ approved a site request to sample the
full suite of Appendix II constituents every three years. The most recent full set of Appendix II sampling
event occurred during the first semi-annual 2014 event. Therefore, the next Appendix II event will occur
during the first semi-annual 2017 event for assessment wells MW-17, MW-17A, MW-18A, MW-19, MW-
19A, MW-20B, MW-25, MW-26, MW-32R, and MW-34. The previously confirmed Appendix II detections
(dichlorodifluoromethane, mercury, and tin) will continue to be sampled semi-annually at each site well
along with the Appendix I constituents.

Landfill Gas Collection and Control System (GCCS)

The following landfill gas system information was provided by SCS Engineers. The GCCS has been
operational at the Landfill since 1996. As areas of the Landfill reached 5 years old or 2 years old and at
final grade, the GCCS was expanded in general accordance with the NSPS GCCS Design Plan.

The GCCS includes over 200 vertical extraction wells, 1 horizontal collector, and is connected to over 25
leachate cleanouts. The facility includes the following major control system components:

Groundwater Statistical Analysis Report
Charlotte Motor Speedway, Landfill V, North Carolina 6

 A 3,000 scfm candlestick flare,
 A 6,000 scfm enclosed flare,
 A 12,000 scfm blower system, and
 3 LFG-fired turbines.

The turbines are part of a landfill gas-to-energy (LFGTE) facility at the site. The LFGTE facility is owned
and operated by Fortistar. The LFGTE facility began generating electricity in early 2000 with power being
sold to the City of Concord.

The following GCCS summary for 2016 was provided by SCS Engineers. Construction of the 2016 GCCS
Expansion began April 25, 2016. The construction and installation is being performed by B&M Excavating
Co., LLC, and its drilling subcontractor Recovery Drilling Services. SCS is providing construction monitoring
services to verify that construction activities are completed in accordance with the Construction Drawings.
The current project consists of construction and installation of the following:

 Twenty-five (25) replacement and one (1) new vertical LFG extraction wells; 2,023 (ft) total;
 18-inch diameter HDPE SDR-26 header pipe;
 10-inch diameter HDPE SDR-17 header pipe;
 6-inch diameter HDPE SDR-17 lateral pipe;
 6-inch diameter HDPE SDR-17 liquids drain pipe;
 4-inch diameter HDPE SDR-11 condensate forcemain pipe;
 2-inch diameter HDPE SDR-9 airline pipe;
 Five (5) 6-inch diameter liquids drain pipe cleanouts;
 Four (4) 2-inch diameter airline isolation/blow-off valves;
 One (1) 10-inch diameter LFG isolation valve;
 One (1) 18-inch diameter condensate sump; and
 Nine (9) PumpOne EP4-BL pneumatic pumps.

Because of the improvements stated above, the efficiency of the GCCS has improved. 2016 upgrades to
the GCCS should further enhance the removal of landfill gas and continued improvement in groundwater
quality.
7.0 WATER QUALITY ASSESSMENT ACTIVITIES

Past Water Quality Assessment Activities

In a letter dated January 28, 2010 from NCDEQ to the site, a Water Quality Assessment Plan was
requested. The requirements for, or the contents of a Water Quality Assessment Plan (WQAP) are not
referenced in NC Solid Waste Regulations or Guidance Documents, therefore the facility met with NCDEQ
on March 9, 2010 in order to discuss potential items to include in the requested WQAP. Site representatives
discussed with NCDEQ the planned items to be included in the WQAP. Subsequently, the site submitted
a WQAP on March 19, 2010 of the proposed activities to address the constituents detected above the North
Carolina 15A NCAC 2L Water Quality Standards at the site. In correspondence dated April 8, 2010,
NCDEQ approved the Water Quality Assessment Plan. The proposed field activities associated with the
WQAP were conducted in May 2010. A Water Quality Assessment Report summarizing the data collected
during the Water Quality Assessment activities was submitted under separate cover on August 2, 2010.

The August 2, 2010 Water Quality Assessment Report provided a summary of actions completed to date
and proposed actions in order to address the source and extent of the VOC detections in groundwater
monitoring wells at the site. The first phase of the field work occurred in conjunction with the First Semi-
Annual 2010 event (May 2010) and consisted of (1) a sewer line examination, (2) headspace methane
monitoring in groundwater monitoring wells of concern, and (3) a geochemical evaluation of groundwater
and leachate. The results and summary of the first phase activities were submitted within the August 2,
2010 Water Quality Assessment Report.

Groundwater Statistical Analysis Report
Charlotte Motor Speedway, Landfill V, North Carolina 7

Results of the first phase indicated that (a) no apparent impacts were identified in the vicinity of the sewer
line, (b) no significant concentrations of methane are currently present in the headspace of the groundwater
monitoring wells of concern, and (c) the geochemical comparisons of MW-19A to leachate indicate possible
mixing of groundwater and leachate. However the lack of heavy metals and the presence of downward
trending VOCs in groundwater indicate that landfill gas likely was the source of impact at some stage. The
improving groundwater conditions indicate that the source has likely been mitigated by the upgrades to the
GCCS over the last few years.

The February 28, 2011 Water Quality Assessment Report provided an updated summary of the data
collected during the Water Quality Assessment activities in the Second Semi-Annual 2010 event (second
phase). Installation and monitoring of wells downgradient of the wells of concern would allow the
delineation of the horizontal and vertical extent of VOCs. The second phase of the field work occurred in
October and November 2010 (in conjunction with the Second Semi-Annual 2010 event) and consisted of
(4) installing new wells MW-18R, MW-18AR, MW-19R, and MW-19AR, and (5) sampling the new wells for
the Appendix I list of constituents.

Results of the second phase indicated that (d) lack of impact at well MW-18AR, which defines the extent of
horizontal and vertical area of impact in the MW-18A area, and (e) impacts below the 2L Standards have
not been horizontally or vertically defined in the MW-19R/MW-19AR portion of the site.

Latest Water Quality Assessment Activities

In correspondence dated September 12, 2013 (DIN 19706), NCDEQ approved a site request to monitor
wells MW-18R and MW-18AR on an annual basis due to lack of confirmed exceedances since installation
in 2010. Therefore, wells MW-18R and MW-18AR are sampled during the first semi-annual event of each
year. The next scheduled sampling event for wells MW-18R and MW-18AR is during the First Semi-Annual
2017 event.

Table 6 summarizes the results of the Second Semi-Annual 2016 event at water quality assessment
(extent) wells. The Second Semi-Annual 2016 event sampling results exhibited concentrations above the
GWPSs for barium at MW-19R; cobalt at MW-19R and MW-19AR, and benzene at MW-19AR and MW-
19R. Review of data for MW-19AR and MW-19R indicated that barium, cobalt, and benzene were
previously above GWPSs in adjacent/upgradient wells MW-19A and/or MW-19. No organic GWPSs have
been statistically exceeded at MW-18A, MW-19, or MW-19A since the Second Semi-Annual 2009 event,
likely due to the enhancements to the GCCS in combination with natural attenuations.

It is recommended that MW-19R and MW-19AR continue to be monitored on a semi-annual basis.

TABLES
UPGRADIENT
WELLS
DOWNGRADIENT WELLS
MW-1A, MW-1B, MW-2A, MW-2B, MW-10, MW-10A, MW-12
MW-16, MW-17, MW-17A, MW-18A, MW-19, MW-19A, MW-20AR
MW-20B, MW-21, MW-22, MW-22A, MW-24, MW-25, MW-26
MW-27, MW-28, MW-29R, MW-30R, MW-31, MW-32R, MW-33, MW-34
TABLE 1
WELLS ANALYZED
SECOND SEMI-ANNUAL 2016 EVENT
CHARLOTTE MOTOR SPEEDWAY, LANDFILL V
MW-11, MW-14,
MW-14B, MW-15
Monitoring
Point Parameter
National Primary
Drinking Water
Standard-MCL
(ug/L)
15A NCAC 2L
Water Quality
Standard (ug/L)
Results
(ug/L)
MDL
(ug/L)
SWSL
(ug/L)
1,2-Dichloroethane 5 0.4 5.6 0.3 1
1,2-Dichloropropane 5 0.6 2.2 0.5 1
cis-1,2-Dichloroethylene 70 70 12 0.5 5
Vinyl chloride 2 0.03 3.4 0.7 1
MW-17A Vinyl chloride 2 0.03 1.3 0.7 1
1,4-Dichlorobenzene 75 6 1.8 0.3 1
Benzene 5 1 1.7 0.2 1
1,4-Dichlorobenzene 75 6 3.6 0.3 1
Benzene 5 1 1.2 0.2 1
MW-19A 1,4-Dichlorobenzene 75 6 2.7 0.3 1
MW-20B 1,4-Dichlorobenzene 75 6 2 0.3 1
1,4-Dichlorobenzene 75 6 16 0.3 1
Chlorobenzene 100 50 7.3 0.4 3
Vinyl chloride 2 0.03 1.3 0.7 1
1,2-Dichloroethane 5 0.4 2 0.3 1
1,4-Dichlorobenzene 75 6 1.2 0.3 1
Benzene 5 1 2.8 0.2 1
Vinyl chloride 2 0.03 4.7 0.7 1
Benzene 5 1 1 0.2 1
Methylene chloride 5 5 1.2 0.5 1
Tetrachloroethylene 5 0.7 2.1 0.4 1
Vinyl chloride 2 0.03 3.6 0.7 1
Benzene 5 1 6 0.2 1
cis-1,2-Dichloroethylene 70 70 8.9 0.5 5
Tetrachloroethylene 5 0.7 1.3 0.4 1
Trichloroethylene 5 0.7 1.3 0.4 1
Vinyl chloride 2 0.03 1.7 0.7 1
Detections listed are for concentrations reported at or above the Solid Waste Section Limit (SWSL).
2L Standards from NCDENR website updated June 13, 2011 (http://portal.ncdenr.org/web/wm/sw/envmonitoringlist).
Value exceed the applicable 2L Standard.
MW-32R
MW-33
MW-34
TABLE 2
ORGANIC DETECTIONS
SECOND SEMI-ANNUAL 2016 EVENT
CHARLOTTE MOTOR SPEEDWAY, LANDFILL V
MW-17
MW-18A
MW-19
MW-25
MW-26
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Constituent Units NC 2B Standard MDL SWSL SW-1 SW-2
Antimony Total ug/L NE 0.85 6 <6.00 <6.00
Arsenic Total ug/L 10 1.64 10 <10.0 <10.0
Barium Total ug/L 1,000 0.44 100 J 40.9 J 52.1
Beryllium Total ug/L 6.5 0.08 1 <1.00 <1.00
Cadmium Total ug/L 2 0.07 1 <1.00 <1.00
Chromium Total ug/L 20 0.94 10 <10.0 <10.0
Cobalt Total ug/L NE 0.52 10 J 0.9 <10.0
Copper Total ug/L 3 0.54 10 J 2.97 J 1.31
Lead Total ug/L 25 0.12 10 <10.0 <10.0
Nickel Total ug/L 8.3 0.55 50 J 0.92 J 1.5
Selenium Total ug/L 5 1 10 <10.0 <10.0
Silver Total ug/L 0.06 0.48 10 <10.0 <10.0
Thallium Total ug/L NE 0.21 5.5 <5.50 <5.50
Vanadium Total ug/L NE 7.14 25 <25.0 <25.0
Zinc Total ug/L 50 2.1 10 J 7.24 J 6.51
Field Dissolved Oxygen ug/L NE n/a n/a 3460 1960
Field pH SU NE n/a n/a 5.67 6.23
Field Specific Conductance umhos/cm NE n/a n/a 440 659
Field Temperature °C NE n/a n/a 12.7 12.1
Field Turbidity NTU NE n/a n/a 6.31 3.62
B: Denotes parameter also detected in the associated field blank, trip blank, or laboratory method blank.
J: Denotes Sample result above the MDL but below the Solid Waste Section Limit (SWSL); estimated value;
estimated value; value may not be accurate.
No VOCs detected above an SWSL, therefore not included on this table.
For NC 2B Standard, lowest value utilized from the classifications from the 2B Table published May 15, 2013.
TABLE 4
SURFACE WATER DATA COMPARED TO NC 2B STANDARDS
CHARLOTTE MOTOR SPEEDWAY, LANDFILL V
SECOND SEMI-ANNUAL 2016 EVENT
Well Parameter (Total
Metals)
National Primary
Drinking Water
Standard-MCL
(ug/L)
15A NCAC 2L
Water Quality
Standard (ug/L)
Results
(ug/L)
MDL
(ug/L)
SWSL
(ug/L)
Prediction
Limit (ug/L)
MW-1B Cobalt NE *1 42.4 0.29 10 12
MW-16 Cobalt NE *1 16.3 0.29 10 12
Barium 2,000 700 702 0.3 100 380
Cobalt NE *1 25.3 0.29 10 12
MW-19 Nickel NE 100 108 0.48 50 43
MW-20B Barium 2,000 700 754 0.3 100 380
MW-21 Cobalt NE *1 26.2 0.29 10 12
MW-22 Cobalt NE *1 78.4 0.29 10 12
MW-26 Cobalt NE *1 12.9 0.29 10 12
MW-32R Cobalt NE *1 33.9 0.29 10 12
* Denotes an MCL not established and a NCAC 2L standard not established, therefore the NCDEQ Groundwater Protection Standard
taken from NCDENR website updated June 13, 2011 (http://portal.ncdenr.org/web/wm/sw/envmonitoringlist).
TABLE 5
INTER-WELL PREDICTION LIMIT EXCEEDANCES
SECOND SEMI-ANNUAL 2016 EVENT
CHARLOTTE MOTOR SPEEDWAY, LANDFILL V
MW-18A
Constituent (ug/L)MDL SWSL MCL NC 2L Std NC GWPS Final GWPS MW-18AR MW-18R MW-19AR MW-19R
Antimony Total 0.85 6 6NE 1 6**NS NS <6.00 <6.00
Arsenic Total 1.64 10 10 10 NE 10 NS NS <10.0 <10.0
Barium Total 0.44 100 2,000 700 NE 700 NS NS 288 710
Beryllium Total 0.08 1 4NE 4 4 NS NS <1.00 <1.00
Cadmium Total 0.07 1 52 NE 2 NS NS 1.1 J 0.81
Chromium Total 0.94 10 100 10 NE 98**NS NS 14.3 <10.0
Cobalt Total 0.52 10 NE NE 1 12**NS NS 18.3 16.9
Copper Total 0.54 10 1,300 1,000 NE 1,000 NS NS J 9.64 J 7.7
Lead Total 0.12 10 15 15 NE 15 NS NS J 0.68 <10.0
Mercury Total 0.041 0.2 21 NE 1 NS NS <0.200 <0.200
Nickel Total 0.55 50 NE 100 NE 100 NS NS J 44.9 J 30.6
Selenium Total 11050 20 NE 20 NS NS <10.0 <10.0
Silver Total 0.48 10 NE 20 NE 20 NS NS J 0.51 <10.0
Thallium Total 0.21 5.5 2NE 0.28 5.5**NS NS <5.50 <5.50
Tin Total 2.1 100000 NE NE 2,100 2,000 NS NS <100 <100
Vanadium Total 7.14 25 NE NE 0.3 19**NS NS <25.0 <25.0
Zinc Total 2.1 10 NE 1,000 NE 1,000 NS NS 20.4 13.3
Field Dissolved Oxygen (ug/L ) n/a n/a n/a NE NE NE NS NS 1200 1880
Field pH (SU) n/a n/a n/a NE NE NE NS NS 5.72 5.21
Field Specific Conductance (umhos/cm) n/a n/a n/a NE NE NE NS NS 2460 2350
Field Temperature (°C) n/a n/a n/a NE NE NE NS NS 20.7 18.2
Field Turbidity (NTU) n/a n/a n/a NE NE NE NS NS 8.51 4.38
Constituent (ug/L) MDL SWSL MCL NC 2L Std NC GWPS Final GWPS MW-18AR MW-18R MW-19AR MW-19R
1,1-Dichloroethane 0.4 5 NE 6 NE 6 NS NS <5.0 <5.0
1,2-Dichloroethane 0.3 1 50.4 NE 1**NS NS <1.0 <1.0
1,2-Dichloropropane 0.5 1 50.6 NE 1**NS NS <1.0 <1.0
1,4-Dichlorobenzene 0.3 1 75 6 NE 6 NS NS 5.3 5.6
Benzene 0.2 1 51 NE 1 NS NS 1.4 1.1
Chlorobenzene 0.4 3 100 50 NE 50 NS NS J 2.1 J 1.7
Chloroethane 0.4 10 NE 3000 NE 3,000 NS NS <10 <10
cis-1,2-Dichloroethene 0.5 5 70 70 NE 70 NS NS <5.0 <5.0
Dichlorodifluoromethane 0.8 5 NE 1000 NE 1000 NS NS <5.0 <5.0
Methylene Chloride 0.5 1 55 NE 5 NS NS <1.0 <1.0
Tetrachloroethene 0.4 1 50.7 NE 1**NS NS <1.0 <1.0
trans-1,2-Dichloroethene 0.4 5 100 100 NE 100 NS NS <5.0 <5.0
Trichloroethene 0.4 1 53 NE 3 NS NS <1.0 <1.0
Vinyl Chloride 0.7 1 20.03 NE 1**NS NS <1.0 <1.0
Xylenes, Total 0.4 4 10,000 500 NE 500 NS NS <4.0 <4.0
J: Denotes Sample result above the MDL but below the Solid Waste Section Limit (SWSL); estimated value; value may not be accurate.
Final GWPS is the lowest of the MCL, NC 2L Standard, and NC GWPS values.
NC 2L and NC GWPS values taken from NCDENR website updated June 13, 2011 (http://portal.ncdenr.org/web/wm/sw/envmonitoringlist).
**: Denotes background limit used if higher than NC 2L Standard and NC GWPS.
Wells MW-18R and MW-18AR are sampled annually during the first semi-annual events each year.
Denotes a concentration at or above an SWSL is also above the Final GWPS:
TABLE 6
WATER QUALITY ASSESSMENT WELL DATA COMPARED TO GWPSs
CHARLOTTE MOTOR SPEEDWAY, LANDFILL V
SECOND SEMI-ANNUAL 2016 EVENT

APPENDICES

APPENDIX A
POTENTIOMETRIC SURFACE MAP

Well
Top of PVC
Casing Elevation
(fmsl)1
Depth to
Water (ft)2
Groundwater
Elevation (fmsl)
MW-1A 579.45 9.15 570.30
MW-2A 579.92 9.32 570.60
MW-10 578.10 22.80 555.30
MW-11 638.82 11.91 626.91
MW-12 596.69 15.08 581.61
MW-14 629.56 10.12 619.44
MW-15 620.60 9.60 611.00
MW-16 606.53 16.31 590.22
MW-17 569.88 13.07 556.81
MW-18A 581.81 16.80 565.01
MW-18R 580.02 19.70 560.32
MW-19 588.58 26.58 562.00
MW-19R 582.53 22.60 559.93
MW-20AR 585.28 10.97 574.31
MW-21 581.99 13.73 568.26
MW-22 586.21 4.59 581.62
MW-24 576.00 19.72 556.28
MW-25 589.07 7.22 581.85
MW-26 594.86 17.33 577.53
MW-27 581.32 9.60 571.72
MW-28 574.45 13.38 561.07
MW-29R 565.61 8.80 556.81
MW-30R 587.84 29.14 558.70
MW-31 592.26 25.40 566.86
MW-32R 587.80 22.10 565.70
MW-33 575.70 28.56 547.14
MW-34 577.71 29.85 547.86
MW-1B 580.74 10.97 569.77
MW-2B 579.92 9.55 570.37
MW-10A 578.67 23.30 555.37
MW-14B 629.82 10.41 619.41
MW-17A 570.12 12.70 557.42
MW-18AR 579.93 23.17 556.76
MW-19A 588.07 27.01 561.06
MW-19AR 582.83 23.83 559.00
MW-20B 583.57 6.80 576.77
MW-22A 586.13 5.44 580.69
Note 1: Top of PVC Casing Elevations from the December 1, 2000 Correspondence
from S&ME, Inc. to the site regarding the October 2000 groundwater flow data.
Top of PVC Casing Elevations for wells MW-16, MW-26 through MW-34 from
survey information provided by Earnhardt Grading in correspondence dated June 19, 2008.
Top of PVC Casing Elevations for wells MW-18R, MW-18AR, MW-19R, MW-19AR, MW-29R,
MW-30R, and MW-32R from survey information provided by David Garrett & Associates in
correspondence dated December 6, 2010.
Note 2: Depth to water collected by Pace Analytical Services, Inc. on October 24, 2016.
Groundwater Elevation Summary Table
Charlotte Motor Speedway, Landfill V
Shallow Wells
Deep Wells
Groundwater Flow Velocity Calculations
Charlotte Motor Speedway, Landfill V
Second Semi-Annual 2016 Event

Velocity Range

For wells in Saprolite
V = [(k)(i)]/(n)
V = [(1 x 10-3 cm/sec)(0.021)]/0.16
V = 1.3 x 10-4 cm/sec
V = 0.37 ft/day
V = 135 ft/year

For wells in PWR
V = [(k)(i)]/(n)
V = [(2 x 10-4 cm/sec)(0.021)]/0.20
V = 2.1 x 10-5 cm/sec
V = 0.060 ft/day
V = 22 ft/year

For wells in Bedrock
V = [(k)(i)]/(n)
V = [(7 x 10-5 cm/sec)(0.021)]/0.07
V = 2.1 x 10-5 cm/sec
V = 0.060 ft/day
V = 22 ft/year

Hydraulic conductivities (k) are from the geometric mean of the hydraulic conductivity
for each unit monitored at the site. Hydraulic conductivities provided in “Groundwater
Certification Document, CMS Landfill V” by S&ME, Inc. dated October 4, 1994.

Effective porosities (n) are from the geometric mean of the effective porosities for each
unit monitored at the site. Effective porosities provided in “Groundwater Certification
Document, CMS Landfill V” by S&ME, Inc. dated October 4, 1994.

Conversion factor: ft/day = 2,835 x cm/sec.

Gradient (i) is from the average gradient at site using the potentiometric surface map
across the northern portion of the site and the southern portion of the site.
Gradient (i) = Change in Groundwater Elevation along Flow Path
inorth: = 50 ft / 2,242 ft = 0.022
isouth: = 50 ft / 2,644 ft = 0.019
Average gradient across the site is (0.022 + 0.019) / 2 = 0.021

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4
1

2
3

5
5
4
.
6
1

2
3
.
7

5
5
3
.
9
1

3
2
.
3

5
4
5
.
3
1

4
2
.
2

5
3
5
.
4
1

1
0

D
i
o
r
i
t
e

B
e
d
r
o
c
k
Na
t
u
r
e
-
E
x
t
e
n
t

M
W
-
1
8
R
58
4
5
6
8
.
2

1
5
0
3
4
4
1
.
5

5
7
7
.
6
0

5
8
0
.
0
2

2
.
4
2

2
4

5
5
3
.
6
0

2
3

5
5
2
.
6
0

N
A

N
A

9

5
6
8
.
6
0

2
4

5
5
3
.
6
0

1
5

D
i
o
r
i
t
e

S
o
i
l
/
P
W
R
Na
t
u
r
e
-
E
x
t
e
n
t

M
W
-
1
9
A
R
58
5
0
8
0
.
3

1
5
0
3
0
8
0
.
9

5
8
0
.
0
9

5
8
2
.
8
2

2
.
7
3

5
2
.
7

5
2
7
.
3
9

N
A

N
A

3
6
.
4

5
4
3
.
6
9

4
1

5
3
9
.
0
9

5
1

5
2
9
.
0
9

1
0

D
i
o
r
i
t
e

B
e
d
r
o
c
k
Na
t
u
r
e
-
E
x
t
e
n
t

M
W
-
1
9
R
58
5
0
7
7
.
1

1
5
0
3
0
8
7
.
8

5
8
0
.
1
7

5
8
2
.
5
3

2
.
3
6

3
5

5
4
5
.
1
7

N
A
N A
N A
N A
20

5
6
0
.
1
7

3
5

5
4
5
.
1
7

1
0

D
i
o
r
i
t
e

S
o
i
l
/
P
W
R
No
t
e
s
:
ms
l

-

m
e
a
n

s
e
a

l
e
v
e
l
bg
s

-

b
e
l
o
w

g
r
o
u
n
d

s
u
r
f
a
c
e
NA

-

n
o
t

a
p
p
l
i
c
a
b
l
e
*N
o

l
o
g
s

c
a
n

b
e

l
o
c
a
t
e
d
;

D
e
p
t
h
s

a
n
d

s
c
r
e
e
n

i
n
t
e
r
v
a
l

f
r
o
m

w
e
l
l

t
a
g
s

o
r

t
a
b
l
e
s
;

l
i
t
h
o
l
o
g
y

b
a
s
e
d

o
n

f
i
e
l
d

o
b
s
e
r
v
a
t
i
o
n
s
.
**
S
c
r
e
e
n

i
n
t
e
r
v
a
l
s

e
s
t
i
m
a
t
e
d

b
a
s
e
d

o
n

c
o
n
v
e
n
t
i
o
n
a
l

p
r
a
c
t
i
c
e

a
t

t
h
e

t
i
m
e

o
f

t
h
e

e
a
r
l
i
e
r

i
n
v
e
s
t
i
g
a
t
i
o
n

a
n
d

n
e
a
r
b
y

b
o
r
i
n
g

r
e
c
o
r
d
s
.
**
*

L
i
t
h
o
l
o
g
y

a
s
s
u
m
e
d

f
r
o
m

s
o
i
l

d
e
s
c
r
i
p
t
i
o
n

a
n
d
/
o
r

f
i
e
l
d

o
b
s
e
r
v
a
t
i
o
n
*
*
*
*
G
r
o
u
n
d

e
l
e
v
a
t
i
o
n

d
e
t
e
r
m
i
n
e
d

b
y

s
u
b
t
r
a
c
t
i
n
g

2
.
5

f
e
e
t

f
r
o
m

s
u
r
v
e
y
e
d

w
e
l
l

h
e
a
d

d
a
t
a
Bo
r
i
n
g

n
u
m
b
e
r
s

f
o
l
l
o
w
e
d

b
y

"
c
"

w
e
r
e

c
o
r
e
d
.
All

i
n
f
o
r
m
a
t
i
o
n

f
r
o
m

t
h
i
s

t
a
b
l
e

i
s

f
r
o
m

T
a
b
l
e

1

o
f

t
h
e

"
D
e
s
i
g
n

H
y
d
r
o
g
e
o
l
o
g
i
c

R
e
p
o
r
t
,

C
M
S

L
a
n
d
f
i
l
l

V

-

P
h
a
s
e

3
"

p
r
e
p
a
r
e
d

b
y

D
a
v
i
d

G
a
r
r
e
t
t

a
n
d

A
s
s
o
c
i
a
t
e
s
,

d
a
t
e
d

M
a
y

2
0
0
9

a
n
d

a
p
p
r
o
v
e
d

b
y

N
C
D
E
N
R

o
n

J
u
l
y

1
5
,

2
0
0
9
,

w
i
t
h

t
h
e

e
x
c
e
p
t
i
o
n

o
f

w
e
l
l
s

M
W
-
2
9
R
,

M
W
-
3
0
R
,

M
W
-
3
2
R
,

M
W
-
1
8
A
R
,

M
W
-
1
8
R
,

M
W
-
1
9
A
R
,

a
n
d

M
W
-
1
9
R

f
r
o
m

w
h
i
c
h

t
h
e

i
n
f
o
r
m
a
t
i
o
n

w
a
s

d
e
r
i
v
e
d

f
r
o
m

t
h
e

"
R
e
c
o
r
d

o
f

M
o
n
i
t
o
r
i
n
g

W
e
l
l

I
n
s
t
a
l
l
a
t
i
o
n
s
"

d
a
t
e
d

J
a
n
u
a
r
y

1
3
,

2
0
1
1

b
y

D
a
v
i
d

G
a
r
r
e
t
t

&

A
s
s
o
c
i
a
t
e
s
.
WE
L
L

C
O
N
S
T
R
U
C
T
I
O
N

S
U
M
M
A
R
Y
SE
C
O
N
D

S
E
M
I
-
A
N
N
U
A
L

2
0
1
6

E
V
E
N
T
CH
A
R
L
O
T
T
E

M
O
T
O
R

S
P
E
E
D
W
A
Y
,

L
A
N
D
F
I
L
L

V
Hydro. Unit

C
o
m
m
e
n
t
s
Ph
a
s
e

W
e
l
l

N
o
r
t
h
i
n
g

E
a
s
t
i
n
g
Litho. Unit

APPENDIX B
STATISTICAL EVALUATIONS

INTER-WELL
PREDICTION LIMITS
Co
n
s
t
i
t
u
e
n
t
We
l
l
Up
p
e
r

L
i
m
.
Lo
w
e
r

L
i
m
.
Da
t
e
Ob
s
e
r
v
.
Sig
.
Bg

N
Bg

M
e
a
n
St
d
.

D
e
v
.
%N
D
s
ND

A
d
j
.
Tr
a
n
s
f
o
r
m
Al
p
h
a
Method
Ba
r
i
u
m

T
o
t
a
l

(
m
g
/
L
)
MW
-
1
8
A

0
.
3
8

n
/
a
10
/
2
6
/
2
0
1
6

0
.
7
0
2
Ye
s

1
8
5

n
/
a

n
/
a

1
7
.
8
4

n
/
a
n/
a
0.0
0
0
0
5
7
7
2

N
P

I
n
t
e
r

(
n
o
r
m
a
l
i
t
y
)

1

o
f

2
Ba
r
i
u
m

T
o
t
a
l

(
m
g
/
L
)
MW
-
2
0
B

0
.
3
8

n
/
a
10
/
2
5
/
2
0
1
6

0
.
7
5
4
Ye
s

1
8
5

n
/
a

n
/
a

1
7
.
8
4

n
/
a
n/
a
0.0
0
0
0
5
7
7
2

N
P

I
n
t
e
r

(
n
o
r
m
a
l
i
t
y
)

1

o
f

2
Co
b
a
l
t

T
o
t
a
l

(
u
g
/
L
)
MW
-
1
6

1
2
n/a
10
/
2
6
/
2
0
1
6

1
6
.
3
Ye
s

1
7
3

n
/
a

n
/
a

6
0
.
6
9

n
/
a
n/
a
0.0
0
0
0
6
6
1
4

N
P

I
n
t
e
r

(
N
D
s
)

1

o
f

2
Co
b
a
l
t

T
o
t
a
l

(
u
g
/
L
)
MW
-
1
8
A

1
2
n/a
10
/
2
6
/
2
0
1
6

2
5
.
3
Ye
s

1
7
3

n
/
a

n
/
a

6
0
.
6
9

n
/
a
n/
a
0.0
0
0
0
6
6
1
4

N
P

I
n
t
e
r

(
N
D
s
)

1

o
f

2
Co
b
a
l
t

T
o
t
a
l

(
u
g
/
L
)
MW
-
1
B

1
2
n/a
10
/
2
5
/
2
0
1
6

4
2
.
4
Ye
s

1
7
3

n
/
a

n
/
a

6
0
.
6
9

n
/
a
n/
a
0.0
0
0
0
6
6
1
4

N
P

I
n
t
e
r

(
N
D
s
)

1

o
f

2
Co
b
a
l
t

T
o
t
a
l

(
u
g
/
L
)
MW
-
2
1

1
2
n/a
10
/
2
6
/
2
0
1
6

2
6
.
2
Ye
s

1
7
3

n
/
a

n
/
a

6
0
.
6
9

n
/
a
n/
a
0.0
0
0
0
6
6
1
4

N
P

I
n
t
e
r

(
N
D
s
)

1

o
f

2
Co
b
a
l
t

T
o
t
a
l

(
u
g
/
L
)
MW
-
2
2

1
2
n/a
10
/
2
4
/
2
0
1
6

7
8
.
4
Ye
s

1
7
3

n
/
a

n
/
a

6
0
.
6
9

n
/
a
n/
a
0.0
0
0
0
6
6
1
4

N
P

I
n
t
e
r

(
N
D
s
)

1

o
f

2
Co
b
a
l
t

T
o
t
a
l

(
u
g
/
L
)
MW
-
2
6

1
2
n/a
10
/
2
6
/
2
0
1
6

1
2
.
9
Ye
s

1
7
3

n
/
a

n
/
a

6
0
.
6
9

n
/
a
n/
a
0.0
0
0
0
6
6
1
4

N
P

I
n
t
e
r

(
N
D
s
)

1

o
f

2
Co
b
a
l
t

T
o
t
a
l

(
u
g
/
L
)
MW
-
3
2
R

1
2
n/a
10
/
2
6
/
2
0
1
6

3
3
.
9
Ye
s

1
7
3

n
/
a

n
/
a

6
0
.
6
9

n
/
a
n/
a
0.0
0
0
0
6
6
1
4

N
P

I
n
t
e
r

(
N
D
s
)

1

o
f

2
Ni
c
k
e
l

T
o
t
a
l

(
u
g
/
L
)
MW
-
1
9

4
3
n/a
10
/
2
5
/
2
0
1
6

1
0
8
Ye
s

1
7
7

n
/
a

n
/
a

3
9
.
5
5

n
/
a
n /a
0.0
0
0
0
6
2
9
6

N
P

I
n
t
e
r

(
n
o
r
m
a
l
i
t
y
)

1

o
f

2
Pr
e
d
i
c
t
i
o
n

L
i
m
i
t
Ch
a
r
l
o
t
t
e

M
o
t
o
r

S
p
e
e
d
w
a
y

Cl
i
e
n
t
:

R
S
I

D
a
t
a
:

C
M
S

P
r
i
n
te
d

1
/
9
/
2
0
1
7
,

2
:
4
3

P
M
0
0.
2
0.
4
0.
6
0.
8
1 1/
2
3
/
9
6
3/
1
8
/
0
0
5/
1
2
/
0
4
7/
7
/
0
8
8/
3
1
/
1
2
10
/
2
6
/
1
6
MW
-
2
0
B
MW
-
1
8
A
Li
m
i
t

=

0
.
3
8
Pr
e
d
i
c
t
i
o
n

L
i
m
i
t
In
t
e
r
w
e
l
l

N
o
n
-
p
a
r
a
m
e
t
r
i
c
Co
n
s
t
i
t
u
e
n
t
:

B
a
r
i
u
m

T
o
t
a
l

A
n
a
l
y
s
i
s

R
u
n

1
/
9
/
2
0
1
7

2
:
3
4

P
M
Ch
a
r
l
o
t
t
e

M
o
t
o
r

S
p
e
e
d
w
a
y

C
l
i
e
n
t
:

R
S
I

D
a
t
a
:

C
M
S
Sa
n
i
t
a
s
™

v
.
9
.
5
.
2
8

S
o
f
t
w
a
r
e

l
i
c
e
n
s
ed

t
o

J
e
t
t

E
n
v
i
r
o
n
m
e
n
t
a
l

C
o
n
s
u
lt
i
n
g
.

U
G
m
g
/
L
Ho
l
l
o
w

s
y
m
b
o
l
s

i
n
d
i
c
a
t
e

c
e
n
s
o
r
e
d

v
a
l
u
e
s
.
No
n
-
p
a
r
a
m
e
t
r
i
c

t
e
s
t

u
s
e
d

i
n

l
i
eu

o
f

p
a
r
a
m
e
t
r
i
c

p
r
e
d
i
c
t
i
o
n

l
i
m
i
t
b
e
c
a
u
s
e

t
h
e

C
h
i

S
q
u
a
r
e
d

n
o
r
m
a
l
i
t
y

t
e
s
t

s
h
o
w
e
d

t
h
e

d
a
t
a

to

b
e

n
o
n
-
n
o
r
m
a
l

a
t

t
h
e

0
.
0
1

a
l
p
h
a

l
e
v
e
l
.

L
i
m
i
t

i
s

h
i
g
h
e
s
t

o
f

1
8
5

b
a
c
k
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Confidence Interval
Constituent: Barium Total (mg/L) Analysis Run 1/9/2017 5:15 PM
Charlotte Motor Speedway Client: RSI Data: CMS
4/20/2015
10/22/2015
4/14/2016
10/26/2016
MW-18A
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Confidence Interval
Constituent: Barium Total (mg/L) Analysis Run 1/9/2017 5:16 PM
Charlotte Motor Speedway Client: RSI Data: CMS
4/21/2015
10/21/2015
4/19/2016
10/25/2016
MW-20B
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Confidence Interval
Constituent: Nickel Total (ug/L) Analysis Run 1/9/2017 5:16 PM
Charlotte Motor Speedway Client: RSI Data: CMS
4/22/2015
10/22/2015
4/14/2016
10/25/2016
MW-19
153
106
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1
2
Confidence Interval
Constituent: Cobalt Total (ug/L) Analysis Run 1/9/2017 5:18 PM
Charlotte Motor Speedway Client: RSI Data: CMS
4/20/2015
4/21/2015
4/22/2015
10/19/2015
10/20/2015
10/21/2015
10/22/2015
4/14/2016
4/19/2016
4/20/2016
10/24/2016
10/25/2016
10/26/2016
MW-1B MW-22 MW-18A MW-16 MW-26 MW-32R
2.12 (J)
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0.86 (J)
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1.59 (J)
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01020304050
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Confidence Interval
Constituent: Cobalt Total (ug/L) Analysis Run 1/9/2017 5:43 PM
Charlotte Motor Speedway Client: RSI Data: CMS
4/21/2004
6/28/2004
10/20/2004
4/15/2005
7/27/2005
12/2/2005
5/10/2006
8/3/2006
10/5/2006
5/16/2007
12/10/2007
5/15/2008
12/15/2008
6/16/2009
12/16/2009
5/7/2010
11/12/2010
4/13/2011
10/25/2011
4/24/2012
10/30/2012
4/4/2013
10/24/2013
4/23/2014
4/22/2015
10/20/2015
10/26/2016
MW-21
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0612182430
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1
Confidence Interval
Constituent: 12-Dichloroethane (ug/L) Analysis Run 1/9/2017 5:20 PM
Charlotte Motor Speedway Client: RSI Data: CMS
10/29/2014
4/21/2015
4/22/2015
10/21/2015
4/19/2016
4/20/2016
10/25/2016
10/26/2016
MW-17 MW-26
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1
Confidence Interval
Constituent: 12-Dichloropropane (ug/L) Analysis Run 1/9/2017 5:21 PM
Charlotte Motor Speedway Client: RSI Data: CMS
10/29/2014
4/22/2015
4/20/2016
10/25/2016
MW-17
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0.5657
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1
Confidence Interval
Constituent: Benzene (ug/L) Analysis Run 1/9/2017 5:23 PM
Charlotte Motor Speedway Client: RSI Data: CMS
4/20/2015
4/21/2015
4/22/2015
10/21/2015
10/22/2015
4/14/2016
4/19/2016
10/25/2016
10/26/2016
MW-18A MW-19 MW-34 MW-32R
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6
Confidence Interval
Constituent: 14-Dichlorobenzene (ug/L) Analysis Run 1/9/2017 5:24 PM
Charlotte Motor Speedway Client: RSI Data: CMS
4/20/2015
10/19/2015
4/19/2016
10/24/2016
MW-25
14
18
19
16
16.75
2.217
20.53
-9.425
012345
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APPENDIX C
LABORATORY ANALYTICAL REPORTS
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FIELD INFORMATION FORMS

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Page 1 of 199
En
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W at
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Page 3 of 199
En
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M
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M
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M
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G
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January 31, 2017
Sa
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I
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La
b
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I
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Ma
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Date Received
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Page 4 of 199
En
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G
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January 31, 2017
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Page 6 of 199
En
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M
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Page 7 of 199
En
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Page 8 of 199
En
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a
l

M
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M
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G
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January 31, 2017
Re
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An
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SW
S
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RL
Pr
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Page 9 of 199
En
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Page 10 of 199
En
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a
l

M
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M
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G
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January 31, 2017
Re
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An
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SW
S
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RL
Pr
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Page 12 of 199
En
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Page 13 of 199
En
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M
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January 31, 2017
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Page 14 of 199
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Page 15 of 199
En
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M
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M
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M
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G
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January 31, 2017
Re
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An
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SW
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RL
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Page 16 of 199
En
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1
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Page 17 of 199
En
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M
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G
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January 31, 2017
Re
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SW
S
L
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RL
Pr
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Page 18 of 199
En
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Page 19 of 199
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Page 20 of 199
En
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M
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Page 21 of 199
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January 31, 2017
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Page 22 of 199
En
v
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r
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n
m
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a
l

M
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M
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M
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G
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January 31, 2017
Re
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An
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SW
S
L
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RL
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Page 24 of 199
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Page 25 of 199
En
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M
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Page 26 of 199
En
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Page 27 of 199
En
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M
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M
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G
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January 31, 2017
Re
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Page 28 of 199
En
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Page 29 of 199
En
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M
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G
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January 31, 2017
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Page 30 of 199
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Page 31 of 199
En
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M
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Page 32 of 199
En
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Page 33 of 199
En
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January 31, 2017
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Page 34 of 199
En
v
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r
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n
m
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t
a
l

M
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r
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g

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M
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M
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G
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l
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January 31, 2017
Re
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An
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SW
S
L
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RL
Pr
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Page 35 of 199
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1
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Page 36 of 199
En
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M
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Page 38 of 199
En
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M
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1
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Page 39 of 199
En
v
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a
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M
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&

La
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An
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M
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M
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G
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January 31, 2017
Re
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An
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Page 40 of 199
En
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January 31, 2017
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1
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Page 41 of 199
En
v
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r
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m
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a
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M
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G
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January 31, 2017
Re
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RL
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10/27/16 08:55
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10/27/16 08:55
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10/27/16 08:55
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10/27/16 08:55
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Page 42 of 199
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January 31, 2017
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Page 43 of 199
En
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M
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M
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G
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January 31, 2017
Re
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Page 46 of 199
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M
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Page 48 of 199
En
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M
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January 31, 2017
Re
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Page 49 of 199
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Page 50 of 199
En
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a
l

M
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January 31, 2017
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Page 52 of 199
En
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M
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January 31, 2017
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10/31/16 14:17
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1
3
:
0
1
Page 53 of 199
En
v
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r
o
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m
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t
a
l

M
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r
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La
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G
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January 31, 2017
Re
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10/25/16 13:34
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10/25/16 13:34
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10/25/16 13:34
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10/25/16 13:34
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10/25/16 13:34
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Page 54 of 199
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Page 55 of 199
En
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t
a
l

M
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M
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G
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January 31, 2017
Re
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RL
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1
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Page 56 of 199
En
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January 31, 2017
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10/31/16 14:42
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1
6

1
3
:
0
1
Page 57 of 199
En
v
i
r
o
n
m
e
n
t
a
l

M
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n
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t
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r
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g

&

La
b
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An
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1 10

T ec
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P
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M
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M
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G
u
r
l
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y
January 31, 2017
Re
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u
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t
An
a
l
y
t
e
SW
S
L
/

RL
Pr
e
p
Me
t
h
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Qu
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DF
Un
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Batch
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Page 58 of 199
En
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1
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Page 60 of 199
En
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M
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January 31, 2017
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Page 61 of 199
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G
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January 31, 2017
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Page 62 of 199
En
v
i
r
o
n
m
e
n
t
a
l

M
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n
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t
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r
i
n
g

&

La
b
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An
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:

M
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M
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G
u
r
l
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y
January 31, 2017
Re
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t
An
a
l
y
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e
SW
S
L
/

RL
Pr
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DF
Un
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Page 64 of 199
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1
3
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1
Page 65 of 199
En
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M
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January 31, 2017
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Page 66 of 199
En
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Page 67 of 199
En
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t
a
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M
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G
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January 31, 2017
Re
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1
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Page 68 of 199
En
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M
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January 31, 2017
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1
3
:
0
1
Page 69 of 199
En
v
i
r
o
n
m
e
n
t
a
l

M
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n
i
t
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r
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n
g

&

La
b
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An
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1 10

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M
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M
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G
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l
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y
January 31, 2017
Re
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An
a
l
y
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SW
S
L
/

RL
Pr
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Me
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DF
Un
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10/25/16 10:14
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10/25/16 10:14
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Page 70 of 199
En
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Page 71 of 199
En
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m
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M
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Page 72 of 199
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Page 73 of 199
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Page 74 of 199
En
v
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r
o
n
m
e
n
t
a
l

M
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n
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r
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La
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G
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January 31, 2017
Re
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1
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Page 76 of 199
En
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m
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t
a
l

M
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M
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G
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January 31, 2017
Re
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An
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SW
S
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RL
Pr
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1
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Page 78 of 199
En
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M
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Page 79 of 199
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10/31/16 18:05
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1
3
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1
Page 80 of 199
En
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M
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January 31, 2017
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10/31/16 18:05
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10/31/16 18:05
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1
3
:
0
1
Page 81 of 199
En
v
i
r
o
n
m
e
n
t
a
l

M
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n
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r
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g

&

La
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1 10

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M
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M
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G
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January 31, 2017
Re
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t
An
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l
y
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SW
S
L
/

RL
Pr
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Me
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Batch
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10/25/16 13:37
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10/25/16 13:37
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10/25/16 13:37
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10/25/16 13:37
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10/25/16 13:37
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10/25/16 13:37
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Page 82 of 199
En
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Page 83 of 199
En
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m
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t
a
l

M
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La
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M
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M
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G
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January 31, 2017
Re
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An
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SW
S
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RL
Pr
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Page 84 of 199
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January 31, 2017
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Page 86 of 199
En
v
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r
o
n
m
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t
a
l

M
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n
i
t
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r
i
n
g

&

La
b
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An
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s
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s
1 10

T ec
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y

P
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r
k
w
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P
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c
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C
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G A 30
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M
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M
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G
u
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y
January 31, 2017
Re
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t
An
a
l
y
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e
SW
S
L
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RL
Pr
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Me
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DF
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1
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Page 88 of 199
En
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a
l

M
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G
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January 31, 2017
Re
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Page 90 of 199
En
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a
l

M
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:

M
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M
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G
u
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l
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y
January 31, 2017
Re
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t
An
a
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y
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SW
S
L
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RL
Pr
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Page 92 of 199
En
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1
3
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1
Page 93 of 199
En
v
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r
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a
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M
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January 31, 2017
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Page 94 of 199
En
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January 31, 2017
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Page 95 of 199
En
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t
a
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M
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M
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M
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G
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January 31, 2017
Re
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An
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SW
S
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RL
Pr
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1
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Page 96 of 199
En
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10/31/16 19:46
10
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3
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1
6

1
3
:
0
1
Page 97 of 199
En
v
i
r
o
n
m
e
n
t
a
l

M
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n
i
t
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r
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&

La
b
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An
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1 10

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P
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M
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G
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January 31, 2017
Re
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t
An
a
l
y
t
e
SW
S
L
/

RL
Pr
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p
Me
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h
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Qu
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DF
Un
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Batch
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#
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D
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Page 98 of 199
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1
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Page 100 of 199
En
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M
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January 31, 2017
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Page 101 of 199
En
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G
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January 31, 2017
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Page 102 of 199
En
v
i
r
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n
m
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t
a
l

M
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r
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g

&

La
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:

M
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M
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G
u
r
l
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y
January 31, 2017
Re
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u
l
t
An
a
l
y
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e
SW
S
L
/

RL
Pr
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Me
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h
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Un
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Page 104 of 199
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1
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Page 105 of 199
En
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M
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Page 107 of 199
En
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M
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M
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G
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January 31, 2017
Re
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10/31/16 21:02
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1
3
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1
Page 108 of 199
En
v
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M
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G
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January 31, 2017
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10/31/16 21:02
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10/31/16 21:02
10
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1
6

1
3
:
0
1
Page 109 of 199
En
v
i
r
o
n
m
e
n
t
a
l

M
o
n
i
t
o
r
i
n
g

&

La
b
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r
a
t
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An
a
l
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s
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1 10

T ec
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P
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k
w
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C
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G A 30
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M
r .
M
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G
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l
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y
January 31, 2017
Re
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t
An
a
l
y
t
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SW
S
L
/

RL
Pr
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Me
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DF
Un
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Batch
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#
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10/26/16 14:34
10
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10/26/16 14:34
10
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Page 111 of 199
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Page 113 of 199
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Page 114 of 199
En
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M
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G
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January 31, 2017
Re
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2
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Page 119 of 199
En
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7
Page 120 of 199
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2
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7
Page 121 of 199
En
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M
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G
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January 31, 2017
Re
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Page 123 of 199
En
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January 31, 2017
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Page 126 of 199
En
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M
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January 31, 2017
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Page 128 of 199
En
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M
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January 31, 2017
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Page 130 of 199
En
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M
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January 31, 2017
Re
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Page 132 of 199
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2
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7
Page 133 of 199
En
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January 31, 2017
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Page 135 of 199
En
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M
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G
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January 31, 2017
Re
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January 31, 2017
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Page 138 of 199
En
v
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r
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n
m
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a
l

M
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g

&

La
b
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An
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1 10

T ec
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M
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M
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G
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January 31, 2017
Re
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t
An
a
l
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SW
S
L
/

RL
Pr
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M
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G
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January 31, 2017
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2
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Page 148 of 199
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Page 149 of 199
En
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1
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Page 152 of 199
En
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Page 154 of 199
En
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1
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Page 156 of 199
En
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M
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January 31, 2017
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1
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Page 157 of 199
En
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M
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1
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1
Page 158 of 199
En
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m
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a
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M
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January 31, 2017
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Page 162 of 199
En
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Page 163 of 199
En
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M
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M
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G
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January 31, 2017
Re
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Page 165 of 199
En
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M
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Page 167 of 199
En
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M
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G
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January 31, 2017
Re
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Page 171 of 199
En
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M
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Page 172 of 199
En
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January 31, 2017
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Page 174 of 199
En
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M
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Page 175 of 199
En
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M
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January 31, 2017
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Page 176 of 199
En
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M
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M
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M
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G
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January 31, 2017
Re
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Li
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Re
p
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Un
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Le
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Sp
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Page 177 of 199
En
v
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a
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M
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2
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At
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t
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M
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M
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k
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G
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l
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y
January 31, 2017
Re
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Li
m
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Re
p
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g
Un
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Le
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Page 178 of 199
En
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M
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January 31, 2017
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Page 179 of 199
En
v
i
r
o
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m
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t
a
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M
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January 31, 2017
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Page 180 of 199
En
v
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a
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M
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M
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January 31, 2017
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Re
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Page 182 of 199
En
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M
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Page 183 of 199
En
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M
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En
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January 31, 2017
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Page 185 of 199
En
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M
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M
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G
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January 31, 2017
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Page 187 of 199
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Page 188 of 199
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Page 191 of 199
En
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Page 195 of 199
Page 196 of 199
Page 197 of 199
Page 198 of 199
Page 199 of 199
PACE ANALYTICAL SERVICES, INC.
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
BFI Waste Systems of North America, LLC
Project: Charlotte Motor Speedway Leachate
Concord, NC 28027
5105 Morehead Rd.
Mr. Mike Gurley
We appreciate the opportunity to provide the analytical support for your project. The analytical results in this report are based upon information supplied by you, the
client, and are for your exclusive use. If you have any questions regarding this data package, please do not hesitate to call. Pace Analytical Services, Inc. certifies
that the following analytical results meet all requirements of the National Environmental Laboratory Accreditation Conference(NELAC).All test results relate only to the
samples analyzed.
Laboratory Report
Project #:[none]
Prepared For:
Attention:
November 08, 2016
Report Number:AZJ0651
Approved:
This report may not be reproduced, except in full, without written approval from Pace Analytical Services, Inc.
1 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Sample ID Laboratory ID Matrix Date Sampled
ANALYTICAL REPORT FOR SAMPLES
Date Received
1304-Untreated Leachate AZJ0651-01 10/21/16 12:20 10/21/16 19:00Leachate
2 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
ResultAnalyte
SWSL/
RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis
Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1304-Untreated Leachate
Leachate
AZJ0651-01 AZJ065110/21/16 12:20
Project:Charlotte Motor Speedway Leachate
10/21/16 19:00
On Site
EPA 9050A 6840 umhos/cm1Field - Specific Conductance 1 6100635NA1COND10/21/16 12:2010/21/16 12:20
EPA 9040C 8.42 pH Units1Field - pH 6100635NAPH10/21/16 12:2010/21/16 12:20
SM 2550 B 21.8 °C1Field - Temperature 6100635NATEMP10/21/16 12:2010/21/16 12:20
General Chemistry
SM 5220 D 1110000 ug/L4Chemical Oxygen Demand 40000 6100795SM 5220 D 40000 E-10117 10/31/16 15:0010/31/16 12:00
SM 4500-P E 6400 ug/L1Orthophosphate as P 1000 6100588SM 4500-P E 1000 14265-44-2 10/22/16 14:0510/22/16 14:05
SM 4500-P B,E 6960 ug/L1.11Phosphorus-Total 0.22 6100743SM 4500-P B 0.22 7723-14-0 10/31/16 12:0510/28/16 11:35
Inorganic Anions
EPA 9056A 1400 ug/L5Nitrate as N 250 6100585EPA 300.0 250 14797-55-8 10/23/16 02:5710/22/16 12:12
EPA 9056A 120000 ug/L5Sulfate25000 6100585EPA 300.0 25000 14808-79-8 10/23/16 02:5710/22/16 12:12
Metals, Total
EPA 6020B 200 ug/L1Antimony6.00 6100732EPA 3005A 0.85 7440-36-0 10/28/16 14:2810/27/16 14:30
EPA 6020B 1310 ug/L5Arsenic50.0 6100732EPA 3005A 8.22 7440-38-2 10/28/16 14:3310/27/16 14:30
EPA 6020B 2430 ug/L10Barium1000 6100732EPA 3005A 4.35 7440-39-3 10/31/16 12:1510/27/16 14:30
EPA 6020B 0.30 ug/L1Beryllium1.00 J 6100732EPA 3005A 0.08 7440-41-7 10/28/16 14:2810/27/16 14:30
EPA 6020B 0.35 ug/L1Cadmium1.00 J 6100732EPA 3005A 0.07 7440-43-9 10/28/16 14:2810/27/16 14:30
EPA 6020B 93.2 ug/L1Chromium10.0 6100732EPA 3005A 0.94 7440-47-3 10/28/16 14:2810/27/16 14:30
EPA 6020B 48.1 ug/L1Cobalt10.0 6100732EPA 3005A 0.52 7440-48-4 10/28/16 14:2810/27/16 14:30
EPA 6020B 128 ug/L1Copper10.0 6100732EPA 3005A 0.54 7440-50-8 10/28/16 14:2810/27/16 14:30
3 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
ResultAnalyte SWSL/
RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis
Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1304-Untreated Leachate
Leachate
AZJ0651-01 AZJ065110/21/16 12:20
Project:Charlotte Motor Speedway Leachate
10/21/16 19:00
Metals, Total
EPA 6020B 19.2 ug/L1Lead10.0 6100732EPA 3005A 0.12 7439-92-1 10/28/16 14:2810/27/16 14:30
EPA 6020B 160 ug/L1Nickel50.0 6100732EPA 3005A 0.55 7440-02-0 10/28/16 14:2810/27/16 14:30
EPA 6020B 8.41 ug/L1Selenium10.0 B-01, J 6100732EPA 3005A 1.00 7782-49-2 10/28/16 14:2810/27/16 14:30
NDEPA 6020B ug/L1Silver10.0 6100732EPA 3005A 0.48 7440-22-4 10/28/16 14:2810/27/16 14:30
NDEPA 6020B ug/L1Thallium5.50 6100732EPA 3005A 0.21 7440-28-0 10/28/16 14:2810/27/16 14:30
EPA 6020B 95.7 ug/L1Vanadium25.0 6100732EPA 3005A 7.14 7440-62-2 10/28/16 14:2810/27/16 14:30
EPA 6020B 247 ug/L1Zinc10.0 6100732EPA 3005A 2.10 7440-66-6 10/28/16 14:2810/27/16 14:30
Volatile Organic Compounds by EPA 8260
EPA 8260B 84 ug/L1Acetone100 J 6110022EPA 5030B 4.9 67-64-1 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Acrylonitrile200 6110022EPA 5030B 1.8 107-13-1 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Benzene1.0 6110022EPA 5030B 0.2 71-43-2 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Bromochloromethane3.0 6110022EPA 5030B 0.7 74-97-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Bromodichloromethane1.0 6110022EPA 5030B 0.6 75-27-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Bromoform3.0 6110022EPA 5030B 0.7 75-25-2 11/03/16 00:1311/02/16 17:00
EPA 8260B 2.2 ug/L1Bromomethane10 J 6110022EPA 5030B 0.8 74-83-9 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Carbon Disulfide 100 6110022EPA 5030B 0.6 75-15-0 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Carbon Tetrachloride 1.0 6110022EPA 5030B 0.6 56-23-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Chlorobenzene3.0 6110022EPA 5030B 0.4 108-90-7 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Chloroethane10 6110022EPA 5030B 0.4 75-00-3 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Chloroform5.0 6110022EPA 5030B 0.3 67-66-3 11/03/16 00:1311/02/16 17:00
EPA 8260B 2.0 ug/L1Chloromethane1.0 6110022EPA 5030B 0.4 74-87-3 11/03/16 00:1311/02/16 17:00
4 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
ResultAnalyte SWSL/
RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis
Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1304-Untreated Leachate
Leachate
AZJ0651-01 AZJ065110/21/16 12:20
Project:Charlotte Motor Speedway Leachate
10/21/16 19:00
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Dibromochloromethane3.0 6110022EPA 5030B 0.7 124-48-1 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,2-Dibromo-3-chloropropane 13 6110022EPA 5030B 2.0 96-12-8 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,2-Dibromoethane 1.0 6110022EPA 5030B 0.7 106-93-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Dibromomethane10 6110022EPA 5030B 0.7 74-95-3 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,2-Dichlorobenzene 5.0 6110022EPA 5030B 0.5 95-50-1 11/03/16 00:1311/02/16 17:00
EPA 8260B 0.3 ug/L11,4-Dichlorobenzene 1.0 J 6110022EPA 5030B 0.3 106-46-7 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1trans-1,4-Dichloro-2-butene 100 6110022EPA 5030B 1.5 110-57-6 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,1-Dichloroethane 5.0 6110022EPA 5030B 0.4 75-34-3 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,2-Dichloroethane 1.0 6110022EPA 5030B 0.3 107-06-2 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,1-Dichloroethene 5.0 6110022EPA 5030B 0.5 75-35-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1cis-1,2-Dichloroethene 5.0 6110022EPA 5030B 0.5 156-59-2 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1trans-1,2-Dichloroethene 5.0 6110022EPA 5030B 0.4 156-60-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,2-Dichloropropane 1.0 6110022EPA 5030B 0.5 78-87-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1cis-1,3-Dichloropropene 1.0 6110022EPA 5030B 0.4 10061-01-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1trans-1,3-Dichloropropene 1.0 6110022EPA 5030B 0.4 10061-02-6 11/03/16 00:1311/02/16 17:00
EPA 8260B 0.3 ug/L1Ethylbenzene1.0 J 6110022EPA 5030B 0.2 100-41-4 11/03/16 00:1311/02/16 17:00
EPA 8260B 4.7 ug/L1Iodomethane10 J 6110022EPA 5030B 0.6 74-88-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Methyl Butyl Ketone
(2-Hexanone)50 6110022EPA 5030B 0.9 591-78-6 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Methylene Chloride 1.0 6110022EPA 5030B 0.5 75-09-2 11/03/16 00:1311/02/16 17:00
EPA 8260B 67 ug/L1Methyl Ethyl Ketone
(2-Butanone)100 J 6110022EPA 5030B 1.1 78-93-3 11/03/16 00:1311/02/16 17:00
EPA 8260B 2.9 ug/L14-Methyl-2-pentanone (MIBK)100 J 6110022EPA 5030B 1.7 108-10-1 11/03/16 00:1311/02/16 17:00
5 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
ResultAnalyte SWSL/
RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis
Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1304-Untreated Leachate
Leachate
AZJ0651-01 AZJ065110/21/16 12:20
Project:Charlotte Motor Speedway Leachate
10/21/16 19:00
Volatile Organic Compounds by EPA 8260
NDEPA 8260B ug/L1Styrene1.0 6110022EPA 5030B 0.4 100-42-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,1,1,2-Tetrachloroethane 5.0 6110022EPA 5030B 0.6 630-20-6 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,1,2,2-Tetrachloroethane 3.0 6110022EPA 5030B 0.5 79-34-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Tetrachloroethene1.0 6110022EPA 5030B 0.4 127-18-4 11/03/16 00:1311/02/16 17:00
EPA 8260B 0.4 ug/L1Toluene1.0 B-01, J 6110022EPA 5030B 0.3 108-88-3 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,1,1-Trichloroethane 1.0 6110022EPA 5030B 0.4 71-55-6 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,1,2-Trichloroethane 1.0 6110022EPA 5030B 0.8 79-00-5 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Trichloroethene1.0 6110022EPA 5030B 0.4 79-01-6 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Trichlorofluoromethane1.0 6110022EPA 5030B 0.5 75-69-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L11,2,3-Trichloropropane 1.0 6110022EPA 5030B 0.7 96-18-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Vinyl Acetate 50 6110022EPA 5030B 0.8 108-05-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Vinyl Chloride 1.0 6110022EPA 5030B 0.7 75-01-4 11/03/16 00:1311/02/16 17:00
NDEPA 8260B ug/L1Xylenes, total 5.0 6110022EPA 5030B 0.4 1330-20-7 11/03/16 00:1311/02/16 17:00
EPA 8260B 94 %Surr: Dibromofluoromethane 6110022EPA 5030B 1868-53-7 11/03/16 00:1311/02/16 17:0080-120
EPA 8260B 96 %Surr: 1,2-Dichloroethane-d4 6110022EPA 5030B 17060-07-0 11/03/16 00:1311/02/16 17:0078-120
EPA 8260B 96 %Surr: Toluene-d8 6110022EPA 5030B 2037-26-5 11/03/16 00:1311/02/16 17:0080-120
EPA 8260B 102 %Surr: 4-Bromofluorobenzene 6110022EPA 5030B 460-00-4 11/03/16 00:1311/02/16 17:0080-120
6 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
General Chemistry - Quality Control
Batch 6100588 - SM 4500-P E
Blank (6100588-BLK1)Prepared & Analyzed: 10/22/16
Orthophosphate as P ug/LND20.0
LCS (6100588-BS1)Prepared & Analyzed: 10/22/16
Orthophosphate as P ug/L50520.0 500.00 90-110101
Matrix Spike (6100588-MS1)Prepared & Analyzed: 10/22/16 Source: AZJ0651-01
Orthophosphate as P ug/L301001000 25000 6400 87-11195
Matrix Spike Dup (6100588-MSD1)Prepared & Analyzed: 10/22/16 Source: AZJ0651-01
Orthophosphate as P ug/L312001000 25000 6400 587-11199 4
Batch 6100743 - SM 4500-P B
Blank (6100743-BLK1)Prepared: 10/28/16 Analyzed: 10/31/16
Phosphorus-Total ug/LND20.0
LCS (6100743-BS1)Prepared: 10/28/16 Analyzed: 10/31/16
Phosphorus-Total ug/L45320.0 500.00 88-11091
Matrix Spike (6100743-MS1)Prepared: 10/28/16 Analyzed: 10/31/16 Source: AZJ0626-02
Phosphorus-Total ug/L6930222 5000.0 688 QM-0572-123125
Matrix Spike Dup (6100743-MSD1)Prepared: 10/28/16 Analyzed: 10/31/16 Source: AZJ0626-02
Phosphorus-Total ug/L7280222 5000.0 688 11 QM-0572-123132 5
Batch 6100795 - SM 5220 D
Blank (6100795-BLK1)Prepared & Analyzed: 10/31/16
Chemical Oxygen Demand ug/LND10000
7 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
General Chemistry - Quality Control
Batch 6100795 - SM 5220 D
LCS (6100795-BS1)Prepared & Analyzed: 10/31/16
Chemical Oxygen Demand ug/L19200010000 200000 90-11096
Matrix Spike (6100795-MS1)Prepared & Analyzed: 10/31/16 Source: AZJ0662-01
Chemical Oxygen Demand ug/L19600010000 200000 11400 90-11092
Matrix Spike (6100795-MS2)Prepared & Analyzed: 10/31/16 Source: AZJ0669-01
Chemical Oxygen Demand ug/L32800010000 200000 47200 QM-0590-110140
Matrix Spike Dup (6100795-MSD1)Prepared & Analyzed: 10/31/16 Source: AZJ0662-01
Chemical Oxygen Demand ug/L20100010000 200000 11400 1090-11095 3
8 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Inorganic Anions - Quality Control
Batch 6100585 - EPA 300.0
Blank (6100585-BLK1)Prepared: 10/22/16 Analyzed: 10/23/16
Nitrate as N ug/LND50
Sulfate ug/LND5000
LCS (6100585-BS1)Prepared: 10/22/16 Analyzed: 10/23/16
Nitrate as N ug/L966050 10020 90-11096
Sulfate ug/L98605000 10020 90-11098
Matrix Spike (6100585-MS1)Prepared: 10/22/16 Analyzed: 10/23/16 Source: AZJ0437-29
Nitrate as N ug/L976050 10020 233 90-11095
Sulfate ug/L101005000 10020 299 90-11097
Matrix Spike Dup (6100585-MSD1)Prepared: 10/22/16 Analyzed: 10/23/16 Source: AZJ0437-29
Nitrate as N ug/L993050 10020 233 1590-11097 2
Sulfate ug/L102005000 10020 299 1590-11099 1
9 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Metals, Total - Quality Control
Batch 6100732 - EPA 3005A
Blank (6100732-BLK1)Prepared: 10/27/16 Analyzed: 10/28/16
Antimony ug/LND6.00
Arsenic ug/LND10.0
Barium ug/LND100
Beryllium ug/LND1.00
Cadmium ug/LND1.00
Chromium ug/LND10.0
Cobalt ug/LND10.0
Copper ug/LND10.0
Lead ug/LND10.0
Nickel ug/LND50.0
Selenium ug/L1.47 10.0 J
Silver ug/LND10.0
Thallium ug/LND5.50
Vanadium ug/LND25.0
Zinc ug/LND10.0
LCS (6100732-BS1)Prepared: 10/27/16 Analyzed: 10/28/16
Antimony ug/L1126.00 100.00 80-120112
Arsenic ug/L10410.0 100.00 80-120104
Barium ug/L102100 100.00 80-120102
Beryllium ug/L1091.00 100.00 80-120109
Cadmium ug/L1091.00 100.00 80-120109
Chromium ug/L10710.0 100.00 80-120107
Cobalt ug/L10610.0 100.00 80-120106
Copper ug/L10410.0 100.00 80-120104
Lead ug/L10510.0 100.00 80-120105
Nickel ug/L10650.0 100.00 80-120106
10 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Metals, Total - Quality Control
Batch 6100732 - EPA 3005A
LCS (6100732-BS1)Prepared: 10/27/16 Analyzed: 10/28/16
Selenium ug/L10610.0 100.00 80-120106
Silver ug/L10110.0 100.00 80-120101
Thallium ug/L1065.50 100.00 80-120106
Vanadium ug/L10625.0 100.00 80-120106
Zinc ug/L11010.0 100.00 80-120110
Matrix Spike (6100732-MS1)Prepared: 10/27/16 Analyzed: 10/28/16 Source: AZJ0652-02
Antimony ug/L1146.00 100.00 1.95 75-125112
Arsenic ug/L10510.0 100.00 ND 75-125105
Barium ug/L145100 100.00 42.7 75-125102
Beryllium ug/L93.8 1.00 100.00 ND 75-12594
Cadmium ug/L1041.00 100.00 0.12 75-125104
Chromium ug/L11210.0 100.00 1.47 75-125111
Cobalt ug/L10410.0 100.00 ND 75-125104
Copper ug/L10510.0 100.00 0.72 75-125104
Lead ug/L10310.0 100.00 0.24 75-125103
Nickel ug/L10850.0 100.00 4.38 75-125103
Selenium ug/L10810.0 100.00 1.35 75-125106
Silver ug/L10410.0 100.00 ND 75-125104
Thallium ug/L1035.50 100.00 ND 75-125103
Vanadium ug/L11325.0 100.00 ND 75-125113
Zinc ug/L11110.0 100.00 4.12 75-125106
Matrix Spike Dup (6100732-MSD1)Prepared: 10/27/16 Analyzed: 10/28/16 Source: AZJ0652-02
Antimony ug/L1126.00 100.00 1.95 2075-125110 2
Arsenic ug/L10510.0 100.00 ND 2075-125105 0.1
Barium ug/L139100 100.00 42.7 2075-12596 4
11 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Metals, Total - Quality Control
Batch 6100732 - EPA 3005A
Matrix Spike Dup (6100732-MSD1)Prepared: 10/27/16 Analyzed: 10/28/16 Source: AZJ0652-02
Beryllium ug/L1041.00 100.00 ND 2075-125104 10
Cadmium ug/L1041.00 100.00 0.12 2075-125104 0.09
Chromium ug/L10810.0 100.00 1.47 2075-125107 3
Cobalt ug/L10510.0 100.00 ND 2075-125105 0.9
Copper ug/L10210.0 100.00 0.72 2075-125102 2
Lead ug/L10310.0 100.00 0.24 2075-125103 0.02
Nickel ug/L10750.0 100.00 4.38 2075-125102 0.8
Selenium ug/L10810.0 100.00 1.35 2075-125107 0.6
Silver ug/L10210.0 100.00 ND 2075-125102 2
Thallium ug/L1045.50 100.00 ND 2075-125104 0.7
Vanadium ug/L11125.0 100.00 ND 2075-125111 2
Zinc ug/L11310.0 100.00 4.12 2075-125109 2
Post Spike (6100732-PS1)Prepared: 10/27/16 Analyzed: 10/28/16 Source: AZJ0652-02
Antimony ug/L99.3 100.00 1.95 80-12097
Arsenic ug/L102 100.00 0.20 80-120102
Barium ug/L142 100.00 42.7 80-12099
Beryllium ug/L99.1 100.00 0.02 80-12099
Cadmium ug/L104 100.00 0.12 80-120104
Chromium ug/L108 100.00 1.47 80-120107
Cobalt ug/L105 100.00 0.35 80-120105
Copper ug/L99.4 100.00 0.72 80-12099
Lead ug/L100 100.00 0.24 80-120100
Nickel ug/L103 100.00 4.38 80-12098
Selenium ug/L106 100.00 1.35 80-120105
Silver ug/L101 100.00 0.02 80-120101
Thallium ug/L100 100.00 0.11 80-120100
12 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Metals, Total - Quality Control
Batch 6100732 - EPA 3005A
Post Spike (6100732-PS1)Prepared: 10/27/16 Analyzed: 10/28/16 Source: AZJ0652-02
Vanadium ug/L111 100.00 2.87 80-120108
Zinc ug/L108 100.00 4.12 80-120104
13 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6110022 - EPA 5030B
Blank (6110022-BLK1)Prepared & Analyzed: 11/02/16
Acetone ug/LND100
Acrylonitrile ug/LND200
Benzene ug/LND1.0
Bromochloromethane ug/LND3.0
Bromodichloromethane ug/LND1.0
Bromoform ug/LND3.0
Bromomethane ug/LND10
Carbon Disulfide ug/LND100
Carbon Tetrachloride ug/LND1.0
Chlorobenzene ug/LND3.0
Chloroethane ug/LND10
Chloroform ug/LND5.0
Chloromethane ug/LND1.0
Dibromochloromethane ug/LND3.0
1,2-Dibromo-3-chloropropane ug/LND13
1,2-Dibromoethane ug/LND1.0
Dibromomethane ug/LND10
1,2-Dichlorobenzene ug/LND5.0
1,4-Dichlorobenzene ug/LND1.0
trans-1,4-Dichloro-2-butene ug/LND100
1,1-Dichloroethane ug/LND5.0
1,2-Dichloroethane ug/LND1.0
1,1-Dichloroethene ug/LND5.0
cis-1,2-Dichloroethene ug/LND5.0
trans-1,2-Dichloroethene ug/LND5.0
1,2-Dichloropropane ug/LND1.0
cis-1,3-Dichloropropene ug/LND1.0 14 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6110022 - EPA 5030B
Blank (6110022-BLK1)Prepared & Analyzed: 11/02/16
trans-1,3-Dichloropropene ug/LND1.0
Ethylbenzene ug/LND1.0
Iodomethane ug/LND10
Methyl Butyl Ketone (2-Hexanone)ug/LND50
Methylene Chloride ug/LND1.0
Methyl Ethyl Ketone (2-Butanone)ug/LND100
4-Methyl-2-pentanone (MIBK)ug/LND100
Styrene ug/LND1.0
1,1,1,2-Tetrachloroethane ug/LND5.0
1,1,2,2-Tetrachloroethane ug/LND3.0
Tetrachloroethene ug/LND1.0
Toluene ug/L0.4 1.0 J
1,1,1-Trichloroethane ug/LND1.0
1,1,2-Trichloroethane ug/LND1.0
Trichloroethene ug/LND1.0
Trichlorofluoromethane ug/LND1.0
1,2,3-Trichloropropane ug/LND1.0
Vinyl Acetate ug/LND50
Vinyl Chloride ug/LND1.0
Xylenes, total ug/LND5.0
ug/L 50.000 80-120Surr: Dibromofluoromethane 9045
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 9849
ug/L 50.000 80-120Surr: Toluene-d8 9749
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10251
LCS (6110022-BS1)Prepared & Analyzed: 11/02/16
15 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6110022 - EPA 5030B
LCS (6110022-BS1)Prepared & Analyzed: 11/02/16
Benzene ug/L471.0 50.000 67-13494
Chlorobenzene ug/L453.0 50.000 69-12290
1,1-Dichloroethene ug/L445.0 50.000 58-14289
Toluene ug/L461.0 50.000 68-12791
Trichloroethene ug/L441.0 50.000 72-13289
ug/L 50.000 80-120Surr: Dibromofluoromethane 10351
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 9849
ug/L 50.000 80-120Surr: Toluene-d8 9748
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 9749
Matrix Spike (6110022-MS1)Prepared: 11/02/16 Analyzed: 11/03/16 Source: AZJ0651-01
Benzene ug/L561.0 50.000 ND 67-134113
Chlorobenzene ug/L533.0 50.000 ND 69-122106
1,1-Dichloroethene ug/L555.0 50.000 ND 58-142109
Toluene ug/L541.0 50.000 0.4 68-127107
Trichloroethene ug/L541.0 50.000 ND 72-132109
ug/L 50.000 80-120Surr: Dibromofluoromethane 9547
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 9749
ug/L 50.000 80-120Surr: Toluene-d8 9648
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10352
Matrix Spike Dup (6110022-MSD1)Prepared: 11/02/16 Analyzed: 11/03/16 Source: AZJ0651-01
Benzene ug/L591.0 50.000 ND 967-134118 4
Chlorobenzene ug/L553.0 50.000 ND 1369-122111 4
1,1-Dichloroethene ug/L565.0 50.000 ND 958-142113 4
16 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
Volatile Organic Compounds by EPA 8260 - Quality Control
Batch 6110022 - EPA 5030B
Matrix Spike Dup (6110022-MSD1)Prepared: 11/02/16 Analyzed: 11/03/16 Source: AZJ0651-01
Toluene ug/L561.0 50.000 0.4 968-127111 3
Trichloroethene ug/L571.0 50.000 ND 1172-132114 5
ug/L 50.000 80-120Surr: Dibromofluoromethane 9849
ug/L 50.000 78-120Surr: 1,2-Dichloroethane-d4 9849
ug/L 50.000 80-120Surr: Toluene-d8 9548
ug/L 50.000 80-120Surr: 4-Bromofluorobenzene 10452
17 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Laboratory Certifications
Code Description Number Expires
381North Carolina 12/31/2016NC
E87315FL DOH (Non-Pot. Water, Solids) Eff:: 07/01/2016 06/30/2017NELAC
E87315FL DOH NELAC (Drinking Water) Eff: 07/01/2016 06/30/2017NELDW
98011001South Carolina 06/30/2017SC
T104704397-08-TXTexas 03/31/2017TX
1340Virginia 12/14/2016VA
18 of 21
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Legend
Defination of Laboratory Terms
- Not Detected at levels greater than or equal to SWSL/RLND
SWSL/RL
MDL
- NC DENR Solid Waste Section LImit/Reporting Limit (Adjusted for DF/Prep Factor)
- Method Detection Limit
Qualifiers
- Dilution FactorDF
QM-05 The spike recovery was outside acceptance limits for the MS and/or MSD and/or PDS due to suspected matrix interference. Sample results for the QC batch
were accepted based on acceptable LCS recoveries.
J Estimated value less than Reporting Limit (RL) but greater than Method Detection Limit(MDL) (CLP J-Flag).
B-01 Analyte was detected in the associated method blank at an estimated level equal to or greater than the MDL. Sample values reported as greater than the MDL
and less than 10x the method blank value are reported as estimated values.
Note: Unless otherwise noted, all results are reported on an as received basis.
19 of 21
20 of 21
LOG-IN CHECKLIST
BFI Waste Systems of North America, LLC
Charlotte Motor Speedway LeachateProject:
Client:
Printed: 11/8/2016 8:11:56AM
Environmental Monitoring & Laboratory Analysis
[phone] FAX [phone]
110 Technology Parkway, Peachtree Corners, GA 30092
PACE ANALYTICAL SERVICES, INC.
Date Received:10/21/16 19:00 Logged In By:Mohammad M. Rahman
Work Order:AZJ0651
OBSERVATIONS
Attn: Mr. Mike Gurley
#Samples: 1 #Containers: 6
4.0 4.0
YES
Minimum Temp(C):Maximum Temp(C):
CHECKLIST ITEMS
COC included with Samples
Sample Container(s) Intact
Chain of Custody Complete
Sample Container(s) Match COC
Custody seal Intact
Temperature in Compliance
Sufficient Sample Volume for Analysis
Zero Headspace Maintained for VOA Analyses
Samples labeled preserved (If Applicable)
Samples received within Allowable Hold Times
Samples Received on Ice
Preservation Confirmed
YES
YES
YES
NO
YES
YES
YES
YES
YES
YES
YES
Custody Seal(s) Used:N/A
Comments:
Page 1 of 1
21 of 21
PACE ANALYTICAL SERVICES, INC.
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
BFI Waste Systems of North America, LLC
Project: Charlotte Motor Speedway Leachate
Concord, NC 28027
5105 Morehead Rd.
Mr. Mike Gurley
We appreciate the opportunity to provide the analytical support for your project. The analytical results in this report are based upon information supplied by you, the
client, and are for your exclusive use. If you have any questions regarding this data package, please do not hesitate to call. Pace Analytical Services, Inc. certifies
that the following analytical results meet all requirements of the National Environmental Laboratory Accreditation Conference(NELAC).All test results relate only to the
samples analyzed.
Laboratory Report
Project #:[none]
Prepared For:
Attention:
November 08, 2016
Report Number:AZJ0793
Approved:
This report may not be reproduced, except in full, without written approval from Pace Analytical Services, Inc.
1 of 8
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Sample ID Laboratory ID Matrix Date Sampled
ANALYTICAL REPORT FOR SAMPLES
Date Received
1304-Untreated Leachate AZJ0793-01 10/27/16 08:49 10/27/16 14:40Leachate
2 of 8
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
ResultAnalyte
SWSL/
RL
Prep
Method Qual DF Units Batch
Analytical
Method MDL CAS #Prep Date/Time Analysis
Date/Time
Client ID:
Date/Time Sampled:
Matrix:
Report No.:
Lab No:
Date/Time Received:
1304-Untreated Leachate
Leachate
AZJ0793-01 AZJ079310/27/16 08:49
Project:Charlotte Motor Speedway Leachate
10/27/16 14:40
On Site
EPA 9050A 8770 umhos/cm1Field - Specific Conductance 1 6100822NA1COND10/27/16 08:4910/27/16 08:49
EPA 9040C 7.94 pH Units1Field - pH 6100822NAPH10/27/16 08:4910/27/16 08:49
SM 2550 B 16.1 °C1Field - Temperature 6100822NATEMP10/27/16 08:4910/27/16 08:49
General Chemistry
SM 5210 B 64000 ug/L1Biochemical Oxygen Demand 19000 BOD-4 6100747SM 5210 B 2000 E-10106 11/01/16 13:3310/27/16 15:43
3 of 8
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Qual Analyte
General Chemistry - Quality Control
Batch 6100747 - SM 5210 B
Blank (6100747-BLK1)Prepared: 10/27/16 Analyzed: 11/01/16
Biochemical Oxygen Demand ug/LND2000
LCS (6100747-BS1)Prepared: 10/27/16 Analyzed: 11/01/16
Biochemical Oxygen Demand ug/L2360002000 198000 BOD-485-115119
Duplicate (6100747-DUP1)Prepared: 10/27/16 Analyzed: 11/01/16 Source: AZJ0789-01
Biochemical Oxygen Demand ug/L133000076000 1360000 20 BOD-42
4 of 8
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Laboratory Certifications
Code Description Number Expires
381North Carolina 12/31/2016NC
E87315FL DOH (Non-Pot. Water, Solids) Eff:: 07/01/2016 06/30/2017NELAC
98011001South Carolina 06/30/2017SC
T104704397-08-TXTexas 03/31/2017TX
1340Virginia 12/14/2016VA
5 of 8
Environmental Monitoring & Laboratory Analysis
110 Technology Parkway, Peachtree Corners, GA 30092
[phone] FAX [phone]
PACE ANALYTICAL SERVICES, INC.
BFI Waste Systems of North America, LLC
5105 Morehead Rd.
Concord NC, 28027
Attention: Mr. Mike Gurley November 08, 2016
Legend
Defination of Laboratory Terms
- Not Detected at levels greater than or equal to SWSL/RLND
SWSL/RL
MDL
- NC DENR Solid Waste Section LImit/Reporting Limit (Adjusted for DF/Prep Factor)
- Method Detection Limit
Qualifiers
- Dilution FactorDF
BOD-4 Lab Control (GGA) recovery was outside control limits biased high. As the possible bias is high, values reported as ND and/or those below permit limits were
not affected. Other values are reported as estimated with possible high bias.
Note: Unless otherwise noted, all results are reported on an as received basis.
6 of 8
7 of 8
LOG-IN CHECKLIST
BFI Waste Systems of North America, LLC
Charlotte Motor Speedway LeachateProject:
Client:
Printed: 11/8/2016 8:31:17AM
Environmental Monitoring & Laboratory Analysis
[phone] FAX [phone]
110 Technology Parkway, Peachtree Corners, GA 30092
PACE ANALYTICAL SERVICES, INC.
Date Received:10/27/16 14:40 Logged In By:Mohammad M. Rahman
Work Order:AZJ0793
OBSERVATIONS
Attn: Mr. Mike Gurley
#Samples: 1 #Containers: 1
4.0 4.0
YES
Minimum Temp(C):Maximum Temp(C):
CHECKLIST ITEMS
COC included with Samples
Sample Container(s) Intact
Chain of Custody Complete
Sample Container(s) Match COC
Custody seal Intact
Temperature in Compliance
Sufficient Sample Volume for Analysis
Zero Headspace Maintained for VOA Analyses
Samples labeled preserved (If Applicable)
Samples received within Allowable Hold Times
Samples Received on Ice
Preservation Confirmed
YES
YES
YES
NO
YES
YES
YES
YES
YES
YES
YES
Custody Seal(s) Used:N/A
Comments:
Page 1 of 1
8 of 8