1403_Caldwell_Foothills_Republic_MSWLF_GW_FID1359795_20191014

REPUBLIC
SERVICES
October 14, 2019
Ms. Jaclynne Drummond
Hydrogeologist
Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality
2090 US Highway 70
Swannanoa. North Carolina 28778
RE: Second Semi -Annual Water Quality Monitoring Report of 2019
Foothills Regional Landfill, Permit No. 14-03
Caldwell County, North Carolina
Dear Ms. Drummond:
Republic Services of North Carolina. LLC is submitting the Second Semi -Annual Water Quality Monitoring
Report of 2019 for the Foothills Regional Landfill and Environmental Monitoring Reporting Form in
electronic format. The report completes the second semi-annual compliance monitoring event of 2019 for
the Foothills Regional Landfill, Permit No. 14-03, as required by the North Carolina Division of Waste
Management, Solid Waste Section.
If you have any questions, please contact Steve Jett with Jett Environmental Consulting at (314) 496-
4654, or me at [phone].
Sincerely,
Republic Services
ivir. uereK bOucnara
Environmental Manager
Enclosure
cc: Stephen Hunter, Foothills Regional Landfill, Republic Services
Joe Montello, Republic Services
Steve Jett, Jett Environmental Consulting
Page 1 of 1

_�
ENR USE ONLY: ❑Paper Report ❑Electronic Data -Email CD data loaded: Yes / No Doc/Event #:
NC DENR Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Y Prepare one form for each individually monitored unit.
• Please type or print legibly.
Y Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
• Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
• Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
Jett Environmental Consulting, PLLC
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Steve Jett Phone: [phone]
E-mail: [e-mail]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
Foothills Regional Landfill 2800 Cheraw Road 14-03 .1600 July 24-25, 2019
Lenoir, NC 28645
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑ Detection Monitoring QX Assessment Monitoring ❑ Corrective Action
e of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data
Surface water monitoring data ❑
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, i have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Steve Jett A Owner [phone]
Facility Repres to ive Na rint) Title
10 �y q
Signature
Date
Jett Environmental Consulting, PLLC, 1002 Morgan Meadow Drive, Wentzville, MO 63385
Facility Representative Address
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
(Area Code) Telephone Number
Affix NC Licensed/ Professional Geologist Seal

Groundwater
Statistical Analysis Report
Second Semi -Annual 2019
Sampling Event
Foothills Regional Landfill
Caldwell County, North Carolina
October 2019
Prepared by:
JETT
ENVIRONMLN IHL
C O N S U L T I N G
1002 Morgan Meadow Drive 314-496-4654
Wentzville, MO 63385 www.jettenviro.com

TABLE OF CONTENTS
1.0 INTRODUCTION.............................................................................1
2.0 SITE BACKGROUND AND MONITORING NETWORK................1
3.0 SITE HYDROGEOLOGY................................................................2
4.0 DATA EVALUATION......................................................................3
5.0 STATISTICAL PROCEDURES.......................................................3
5.1 Outlier Analysis...........................................................................4
5.2 Inter -Well Prediction Intervals....................................................4
5.3 Intra-Well Confidence Limits......................................................4
5.4 Statistical Results Summary.......................................................5
6.0 CONCLUSIONS..............................................................................6
7.0 RECOMMENDATIONS...................................................................6
Table 1
Groundwater Monitoring Program
Table 2
Groundwater Analytical Data Summary
Table 3
Surface Water Analytical Data Summary
Table 4
Underdrain Analytical Data Summary
Table 5
Leachate Analytical Data Summary
APPENDICES
Appendix A Potentiometric Surface Map
Appendix B Statistical Evaluations
Appendix C Laboratory Analytical Reports & Field Sampling Forms

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 1
1.0 INTRODUCTION
On behalf of Foothills Regional Landfill, Jett Environmental Consulting statistically evaluated the Second
Semi -Annual 2019 water quality monitoring data. Groundwater, surface water, underdrain, and leachate
sampling were completed by Environmental Sampling & Services, Inc. (ES&S) on July 25, 2019, and
analytical testing was performed by Pace Analytical Services, LLC. The statistical analysis software
package utilized, Sanitasr', follows a documented decision logic that incorporates the following applicable
document: USEPA "Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities, Unified
Guidance" (March 2009).
2.0 SITE BACKGROUND AND MONITORING NETWORK
In compliance with North Carolina Department of Environmental Quality (DEQ) Solid Waste Management
Regulations, Section .1600 "Requirements for Municipal Solid Waste Landfill Facilities," Jett Environmental
Consulting statistically evaluated parameters from the Second Semi -Annual 2019 event 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.
The facility's monitoring network is comprised of eleven monitoring wells: MW-1 R2 (background), MW-2R,
MW-3R2, MW-4, MW-5, MW-6, MW-7, MW-8, MW-9, MW-10, and MW-11, which monitor the uppermost
aquifer beneath the facility. The monitoring wells are sampled on a semi-annual basis, with the groundwater
samples submitted to a qualified laboratory for required analyses in accordance with the facility's
environmental monitoring program and permit requirements. The monitoring wells are equipped with
dedicated bladder pumps and were purged and sampled via the low -flow method. Table 1 lists the
groundwater monitoring wells for the site. Each of the wells was sampled during the Second Semi -Annual
2019 event in July 2019.
Groundwater monitoring was initiated in August 1998. Statistical background is defined as samples
collected from former upgradient well MW-1, former upgradient well MW-1 R, and current upgradient well
MW-1 R2 from 1998 through the current event. The parameters subject to statistical evaluation during
detection monitoring are noted in DEQ Section .1633 as constituents listed in Appendix I of 40 CFR Part
258 "Constituents for Detection Monitoring".
Soil and bedrock removal in the Northern Borrow Area rendered well MW-1 R dry and inaccessible.
Therefore, a replacement monitoring well (MW-1 R2) was installed in September 2018. New well MW-11
was also installed in September 2018 as part of the Cell No. 513 construction. A Groundwater Monitoring
Well Installation Report dated October 19, 2018 was compiled by Bunnell Lammons Engineering Inc. and
submitted to DEQ by the site.
Well MW-3R2 was added to the monitoring well network on August 17, 2006 as a replacement well for
MW-3 and MW-3R. Monitoring wells MW-3 and MW-3R remain for water level data collection purposes
only. Monitoring well MW-7 was installed in April 2010 to monitor groundwater beneath Cell 4, which began
receiving waste in September 2010. MW-8 was installed in April 2013 to monitor Cell 8A, which was
constructed in January 2013. MW-10 was installed in October 2015 to monitor Cell 5A. The former
background well MW-1 was abandoned in preparation for construction of Cell 5A and the new background
well, MW-1 R, was installed in October 2015. MW-9 was installed June 2016 to monitor Cell 5A.
The site has a surface water monitoring network consisting of one upstream surface water sampling point
(SW-1) and four downstream points (SW-2, SW-3, SW-4, and SW-5). These points are sampled semi-
annually for the 40 CFR Part 258 Appendix I list in conjunction with the groundwater monitoring wells. Each
surface water monitoring point was sampled during the Second Semi -Annual 2019 event.

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 2
A sample from the underdrain for Cell 1 (UD-1) was added to the monitoring network prior to the January
2008 sampling event. A sample from the underdrain for Cells 4 and 8A (UD-2) was added to the monitoring
network prior to the January 2014 sampling event. The underdrains are to be sampled semi-annually
(contingent on flow availability) for the 40 CFR Part 258 Appendix I list. Both underdrains were able to be
sampled during the Second Semi -Annual 2019 event.
A leachate sample is also routinely collected for analysis. The leachate sample was analyzed for the 40
CFR Part 258 Appendix I list, biochemical oxygen demand, chemical oxygen demand, nitrate as N, nitrite
as N, phosphorous, and sulfate. In accordance with a November 28, 2018 DEQ letter, 1,4-dioxane is no
longer required be analyzed for the groundwater and surface water samples; however, will be analyzed
annually for the leachate sample. The leachate was sampled and analyzed for 1,4-dioxane during the
Second Semi -Annual 2019 event.
The facility was in an Assessment Monitoring Program in 2006. An Alternate Source Demonstration (ASD)
for volatile organic compounds (VOCs) detected in wells MW-3 and MW-3R was approved by DEQ on
December 14, 2006, and the facility reverted to a Detection Monitoring Program.
An ASD for cobalt and a request to use background as the groundwater protection standard (GWPS) for
cobalt was submitted to the DEQ in November 2016. The ASD is currently under DEQ review.
An ASD for benzene and vinyl chloride at MW-2R was submitted to DEQ in June 2017; however, it was not
approved in a letter from DEQ dated October 11, 2017 and Assessment Monitoring was initiated.
Therefore, during the First Semi -Annual 2018 event, the initial Appendix II Assessment constituent list was
sampled at each well. The constituents detected at quantifiable concentrations (barium, benzene, and
cobalt) were consistent with past events and also on the Appendix I Detection Monitoring list. On May 18,
2018, the site requested deleting all non -Appendix I monitoring from future sampling events, with the
exception of well MW-2R, which will continue with annual Appendix II monitoring. In correspondence dated
July 9, 2018, DEQ approved the request to only include MW-2R for future annual Appendix II monitoring.
The annual Appendix II monitoring for MW-2R was performed during January 2019 sampling event. No
Appendix II constituents, not also on the Appendix I list, were detected above their respective PQLs during
the January 2019 event. The next annual Appendix II sampling event for MW-2R will be January 2020.
3.0 SITE HYDROGEOLOGY
The following site hydrogeology summary was taken from the Second Semi -Annual Water Quality
Monitoring Report of 2017, dated November 17, 2017 by Joyce Engineering.
Geologically, the facility is located in the northwestern portion of the Inner Piedmont Belt of the Piedomont
Physiographic Province, approximately 20 miles east of the thrust belt (Brevard Shear Zone) delineating
the boundary between the westerly Blue Ridge Belt and the easterly Inner Piedmont Belt. The metamorphic
rocks of the Inner Piedmont Belt generally group within the sillimanite facies of the amphibolite metamorphic
sequence. Locally, the bedrock underlying the facility has been mapped as migmatitic granitic gneiss of the
Ordovician and older Cambrian Periods. These rocks are described as ranging in composition from granitic
to quartz dioritic with smaller biotite gneiss and amphibolite facies present locally. The unit as a whole
exhibits a variable massive to foliated fabric.
The uppermost aquifer beneath the facility is present within weathered bedrock saprolite and fractured
bedrock. The saprolite ranges in texture from clayey silt in the upper, most weathered sections to micaceous
sandy silt in the lower sections. Immediately above the competent bedrock surface, a variable thickness
transitional zone composed of highly weathered and degraded friable bedrock is present.
The uppermost aquifer is laterally continuous across the site, with depth to water ranging from less than 31
feet in low-lying areas to greater than 77 feet beneath topographic highs. Groundwater in the uppermost
aquifer generally flows from recharge areas associated with broad gently sloping topographic areas towards
topographically lower areas that are generally delineated by the presence of stream channels, some of

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 3
which are perennial receiving streams (groundwater discharge areas) and others of which are intermittent
discharging streams. In the vicinity of the facility, the general groundwater flow direction is towards the
south and west.
Appendix A provides a potentiometric surface map utilizing groundwater level data from the Second Semi -
Annual 2019 event. Groundwater flow direction for the Second Semi -Annual 2019 event was to the
southwest, which is consistent with previous interpretations for this facility. Groundwater flow rate for the
Second Semi -Annual 2019 event was estimated at 176 feet/year, consistent with past events. Flow rate
calculations are available in Appendix A.
4.0 DATA EVALUATION
Appendix C contains a copy of the laboratory analytical report and field sampling forms for the Second
Semi -Annual 2019 groundwater, surface water, underdrain, and leachate sampling event.
The analytical results for the Second Semi -Annual 2019 event for the groundwater, surface water,
underdrain, and leachate samples are summarized on Tables 2, 3, 4, and 5, respectively. Three volatile
organic compounds (VOCs) were detected at a quantified concentration at or above a laboratory practical
quantitation limit (PQL) in groundwater samples: benzene and tetrachloroethene at MW-2R; and toluene at
MW-6. However, the trace level toluene detection at MW-6 (1.4 ug/L) was noted with a "C8" flag, which
indicates the result may be biased high due to carryover from the previously analyzes sample. In addition,
VOCs were re -analyzed for MW-6 one day later than the initial analyses, though also one day outside the
laboratory method recommended holding time, and VOCs were each reported as non -detect at MW-6. It
is recommended to verify the initial, trace level toluene detection at MW-6 during the next semi-annual
event. As shown on Table 2, two Appendix I inorganic constituents (barium at MW-2R, MW-5, and MW-6;
and cobalt at MW-4 and MW-6) were detected at quantified concentrations.
Three Appendix I constituents (benzene at MW-2R; tetrachloroethene at MW-2R; and cobalt at MW-4 and
MW-6) were detected above an NC Interim Maximum Allowable Concentration (IMAC) or 2L Standard
during the Second Semi -Annual 2019 sampling event. Cobalt (MW-8) and vanadium (each well) were
detected above their respective IMAC, however at estimated concentrations below their PQL. Per 15A
NCAC 02L .0202(b)(1), for the NC 2L Standards and NC IMAC Standards, only detections of a substance
at or above the PQL can constitute a violation of the standard. Therefore, estimated values below the PQL
are not considered a violation of a NC 2L Rule standard.
As shown on Table 3, during the Second Semi -Annual 2019 event, no inorganics were detected in surface
water samples at quantified concentrations above a respective NC 2B Surface Water Standard. No VOCs
were detected in surface water samples at quantified concentrations above their respective PQLs during
the Second Semi -Annual 2019 event.
During the Second Semi -Annual 2019 event ,no VOCs were detected in the underdrain samples at
quantified concentrations above their respective PQLs.
The constituents detected in the leachate sample collected during the Second Semi -Annual 2019 event are
typical for leachate at this facility.
5.0 STATISTICAL PROCEDURES
Statistical analyses (i.e. inter -well prediction limits) were performed to establish background concentrations
and determine if the IMAC value -to -value exceedances for cobalt exhibited a statistically significant
increase. Statistical analyses (i.e., lower confidence limits) were performed to determine if the 2L Standard
value -to -value exceedance for benzene statistically exceeded the 2L Standard.

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 4
5.1 Outlier Analysis
The background data were evaluated for the presence of statistical outliers. Methodologies for determining
a statistical outlier are defined in the EPA document, Statistical Analysis of Ground -Water Monitoring Data
at RCRA Facilities — Unified Guidance (March 2009). Any statistical outliers that were determined were
removed from the background data set prior to performing prediction interval statistical analysis. According
to the EPA guidance documents above, data that are not normally or log -normally distributed are not
recommended for evaluation of outliers. In cases where the data were not normally or log -normally
distributed, outliers were not removed from the data set. Background outliers flagged for removal are
identified on the statistical plots provided in Appendix B.
5.2 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 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 non -parametric prediction interval. During non -parametric analysis, the highest value from the
background data is used to set the upper limit of the prediction interval.
Due to the wide range of laboratory reporting limits utilized over time, the historical reporting limits were
conservatively replaced with the current event reporting limit prior to performing statistical analyses.
Summary tables and graphs for the inter -well prediction interval analysis are available in Appendix B.
Included in Appendix B are time series plots for each of the inorganic constituents.
For the Second Semi -Annual 2019 event, two inorganic statistically significant increases were exhibited for
the groundwater monitoring wells: cobalt at MW-4 and MW-6. The Second Semi -Annual 2019
concentrations of total cobalt at MW-4 (16.6 ug/L) and MW-6 (10.5 ug/L) were above the background inter -
well prediction limit based on pooled data from upgradient wells MW-1, MW-1 R, and MW-1 R2 (10 ug/L,
which is equal to the PQL).
An ASD for cobalt at MW-4 and a request to use background for the GWPS was submitted to the DEQ by
the site on November 4, 2016. The statistical background value for cobalt was determined to be 44.1 ug/L
based on an Upper Poisson Prediction Limit, which is higher than the detected concentration at MW-4 and
MW-6. The ASD requested that the background value be considered the GWPS for cobalt per 15A
NCAC13B.1634.(g).5. The ASD is currently under DEQ review.
5.3 Intra-Well Confidence Limits
Per DEQ 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

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 5
Water Quality Standard, whichever is lower. In instances where an MCL or 2L Standard are not established,
the GWPSs were derived from the DEQ-Solid Waste Section published 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 limit (i.e. 2L Standard or NC IMAC).
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 2L
Standard, then background may be utilized as the GWPS. Background for organics is considered the non -
detect level (equivalent to the PQL).
Organic concentrations detected above PQLs and GWPSs (See Table 2) were statistically compared to
their respective GWPSs utilizing intra-well lower confidence limits. As provided in Appendix B, benzene
at MW-2R statistically exceed the GWPS for the Second Semi -Annual 2019 event. Time series graphs for
VOC detections during recent events are provided in Appendix B. As shown on Table 2, the July 2019
benzene result for MW-2R (1.8 ug/L) confirmed the GWPS (1.0 ug/L) exceedance.
5.4 Statistical Results Summary
For the Second Semi -Annual 2019 event, two inorganic statistically significant increases were exhibited for
the groundwater monitoring wells: cobalt at MW-4 and MW-6. The Second Semi -Annual 2019
concentrations of total cobalt at MW-4 (16.6 ug/L) and MW-6 (10.5 ug/L) were above the background inter -
well prediction limit based on pooled data from upgradient wells MW-1, MW-1 R, and MW-1 R2 (10 ug/L,
which is equal to the PQL). However, cobalt concentrations at MW-4 have been slowly decreasing since
the July 2012 event (25.4 ug/L) and the July 2019 concentration at MW-6 (10.5 ug/L) slightly decreased in
comparison to the previous event at MW-6 (11.0 ug/L). In addition, the July 2019 concentration of cobalt
at MW-6 (10.5 ug/L) was only slightly above the laboratory PQL (10 ug/L).
Intra-well lower confidence limits determined benzene at MW-2R statistically exceed the GWPS for the
Second Semi -Annual 2019 event, consistent with recent events. However, benzene concentrations at MW-
2R have been slowly decreasing since the peak concentration in January 2018 (2.6 ug/L).
Benzene concentrations at MW-2R peaked in January 2018 (2.6 ug/L) and have decreased the last two
events (January 2019 and July 2019). The July 2019 detection of tetrachloroethane at MW-2R (1.3 ug/L)
was above the 2L Standard; however, did not statistically exceed the 2L Standard. Detections of
tetrachloroethane at MW-2R has ranged from 0.4 J ug/L to 1.7 ug/L since the initial detection in January
2014, with only two detections occurring at quantified levels above the laboratory PQL. Vinyl chloride

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 6
concentrations at MW-2R peaked in February 2017 (1.8 ug/L) and have decreased the last two events to
levels below the PQL.
6.0 CONCLUSIONS
For the Second Semi -Annual 2019 event (July 2019), two inorganic statistically significant increases were
confirmed exhibited for the groundwater monitoring wells: cobalt at MW-4 and MW-6, consistent with recent
events.
Intra-well lower confidence limits determined benzene at MW-2R statistically exceed the GWPS for the
Second Semi -Annual 2019 event, consistent with recent events.
During the Second Semi -Annual 2019 event, no Appendix I VOCs were detected in surface water and
underdrain samples at quantifiable concentrations. No quantified detections of Appendix I metals exceeded
NC 2B Surface Water Standards for surface water points during the Second Semi -Annual 2019 event.
The Foothills Regional Landfill will continue monitoring in accordance with the requirements for Detection
and Assessment Monitoring as outlined in Title 15A NCAC 13B .1633 and .1634, respectively. The next
semi-annual event is scheduled for January 2020.
7.0 RECOMMENDATIONS
Wells in the proximity of MW-2R exist directly upgradient (MW-9) and directly downgradient (MW-3R2). No
VOCs have been detected at quantified concentrations at MW-9 or MW-3R2; therefore, the extent of
quantified VOC detections (i.e. benzene and tetrachloroethene) has been defined to only MW-2R.
As described in the site's June 2017 ASD for benzene/vinyl chloride at MW-2R, the VOCs appear to be
related to landfill gas. Wells MW-9, MW-2R, and MW-3R2 would effectively cover the exterior perimeter of
the cell (1A) suspected as the source of potential gas migration. The site implemented landfill gas extraction
and collection upgrades in the Cell 1A area in late 2017 and installed a horizontal landfill gas
collection/mitigation trench in the vicinity of MW-2R in Fall 2018. Benzene concentrations at MW-2R have
been slowly decreasing since the peak concentration in January 2018 (2.6 ug/L). An additional event or
two of groundwater monitoring is recommended before any further actions to determine if benzene levels
at MW-2R (1.8 ug/L) decrease to levels below the lab PQL (1.0 ug/L) as a result of the landfill gas system
upgrades.
It is recommended that wells MW-4 and MW-6 continue in Detection Monitoring. The drop of cobalt at MW-
4 from 25.4 ug/L in July 2012 to 16.6 ug/L in July 2019, indicates a slow decreasing trend near the laboratory
PQL (10 ug/L). The July 2019 cobalt concentration at MW-6 (10.5 ug/L) was only slightly above the
laboratory PQL (10 ug/L).
In summary the July 2019 cobalt results are very close to the background statistical limit. Since the landfill
is lined, it is unlikely the cobalt detections are related to a landfill release. The concentrations are expected
to naturally attenuate to levels well below background with minimal migration distance. The lack of
receptors of water use in this shallow well, which would not feasibly produce a well with sufficient yield for
potable use, is evidence of a lack of risk associated with this level of detection.
Cobalt is naturally occurring at the site, evident by the historical cobalt detections in various wells across
this site, and is a common element occurring naturally in minerals commonly found in the bedrock, soil, and
sediments in the North Carolina Piedmont. According to A Geochemical Atlas of North Carolina (by Jeffery
C. Reid, dated 1993 in the North Carolina Geological Survey's Bulletin 93), which displays the distribution
of cobalt in stream sediments across the state, Caldwell County has been highlighted. Cobalt was found at
concentrations as high as 10 mg/kg throughout Caldwell County; with a significant amount of variability.
Metals in the soil and bedrock can easily leach into the groundwater, especially if the groundwater is acidic
(pH < 7.0). The pH of groundwater samples from the Foothills Landfill during the July 2019 sampling event

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 7
ranged from 5.25 to 7.82 SU, and the pH of the samples from MW-4 and MW-6, which had the highest
cobalt concentration, were 5.25 SU and 5.44 SU, respectively. Review of leachate data for the last 10
years indicates cobalt has ranged from 12.5 to 37.8 ug/L, with an average concentration of 23.9 ug/L. The
occurrence and levels of cobalt at the site has no indication of being related to a release from the MSWLF
unit.
The site recommends utilizing the upcoming January 2020 event to continue to verify the downward trend
of cobalt levels at MW-4/MW-6 and benzene at MW-21R, since levels are so close to the laboratory PQL of
10 ug/L and 1.0 ug/L, respectively. The proposed actions are protective of human health and the
environment and the values at this time do not further action, especially for a naturally occurring element
(cobalt).

TABLES

TABLE 1
GROUNDWATER MONITORING PROGRAM
SECOND SEMI-ANNUAL 2019 EVENT
FOOTHILLS REGIONAL LANDFILL
UPGRADIENT WELLS DOWNGRADIENT WELLS
MW-1 R2 I MW-2R, MW-3R2, MW-4, MW-5, MW-6, MW-7,
MW-8, MW-9, MW-10, MW-11

TABLE 2
GROUNDWATER ANALYTICAL DATA SUMMARY
SECOND SEMI-ANNUAL 2019 EVENT
FOOTHILLS REGIONAL LANDFILL
Constituent
Units
2LStd
IMAC
MDL
PQL
MW-1R2
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
MW-8
MW-9
MW-10
MW-11
Antimony Total
u /L
NE
1
0.27
6
<6
<6
<6
<6
<6
<6
<6
<6
<6
<6
<6
Arsenic Total
u /L
10
NE
0.35
10
<10
<10
<10
<10
0.36 J
0.52 J
0.45 J
0.83 J
0.46 J
<10
<10
Barium Total
u /L
700
NE
0.49
100
26.7 J
269
6.8 J
53.1 J
122
170
28.8 J
38.7 J
9.6 J
28.3 J
49.7 J
Beryllium Total
u /L
NE
4
0.074
1
<1
0.16 J
<1
0.099 J
0.088 J
0.57 J
0.12 J
0.19 J
<1
0.084 J
<1
Cadmium Total
u /L
2
NE
0.11
1
<1
<1
<1
<1
<1
0.16 J
<1
<1
<1
<1
<1
Chromium Total
u /L
10
NE
0.39
1 10
<10
<10
0.54 J
<10
0.71 J
1.3 J
0.96 J
0.59 J
<10
1 0.84 J
<10
Cobalt Total
u /L
NE
1
0.3
10
<10
<10
<10
16.6
<10
10.5
<10
7.2 J
<10
<10
<10
Copper Total
u /L
1,000
NE
0.19
10
0.84 J
0.98 J
0.63 J
1 J
1.2 J
1.5 J
0.37 J
4.8 J
3 J
4.5 J
0.27 J
Lead Total
u /L
15
NE
0.046
10
<10
0.046 J
0.29 J
<10
<10
0.6 J
0.12 J
0.34 J
<10
0.17 J
<10
Nickel Total
u /L
100
NE
0.31
50
<50
<50
0.49 J B
0.6 J B
<50
0.93 J B
<50
1.6 J B
0.51 J B
0.45 J B
0.58 J B
Selenium Total
u /L
20
NE
1.3
10
<10
<10
<10
<10
<10
1.3 J
<10
<10
<10
<10
<10
Silver Total
u /L
20
NE
0.28
10
<10
I <10
<10
<10
<10
<10
<10
<10
I <10
<10
<10
Thallium Total
u /L
NE
0.28
0.052
1 5.5
0.077 J
<5.5
<5.5
0.079 J
<5.5
0.12 J
<5.5
<5.5
<5.5
<5.5
<5.5
Vanadium Total
u /L
NE
0.3
0.71
25
4.7 J
4.2 J
1.7 J
2 J
5.2 J
4 J
3.9 J
2.1 J
3.7 J
7.3 J
2.6 J
Zinc Total
u /L
1,000
NE
1.5
10
4 J B
5.8JB
5.4JB
5.9JB
5.4JB
21.6B
5.6JB
7.5JB
8 J B
5.8JB
6 J B
Field pH
SU
NE
NE
NE
NE
6.41
5.69
7.82
5.25
5.58
5.44
5.90
5.83
5.93
6.42
6.71
Field Redox
mV
NE
NE
NE
NE
46.1
80.1
-27.5
104.6
86.9
93.9
68.8
72.7
67.1
40.5
25.4
Field Specific Conductance
umhos/cm
NE
NE
NE
NE
88.3
142.1
199.2
36.1
191.0
178.6
104.0
127.7
160.3
62.2
58.7
Field Temperature
°C
NE
NE
NE
NE
17.3
17.6
17.8
19.1
19.4
19.0
18.5
18.4
16.8
15.2
14.4
Field Turbidity
NTU
NE
NE
NE
NE
1.58
0.15
4.29
0.20
0.48
8.59
6.29
6.08
0.72
3.65
0.20
Benzene
u /L
1
NE
0.15
1
<1
1.8
<1
<1
0.45 J
0.41 J C8
<1
<1
0.51 J
<1
<1
Tetrachloroethene
u /L
0.7
NE
0.16
1
<1
1.3
0.52 J
0.57 J
<1
<1
<1
<1
0.47 J
<1
<1
Toluene
u /L
600
NE
0.24
1
<1
<1
<1
<1
<1
1.4 C8
<1
0.44 J
<1
<1
<1
For VOCs, only constituents with one or more detections above a PQL are included on table.
NE: Denotes a NC 2L or IMAC Standard is not established.
J: Denotes Sample result above the MDL but below the PQL; estimated value; value may not be accurate.
8: Denotes analyte was detected in the associated method blank.
C8: Flagged in the laboratory analytical report as a Result that may be biased high due to carryover fr�viously analyzed sample.
Denotes a concentration at or above a PQL is also above a NC 2L or IMAC Standard. -
Denotes a concentration is above a NC 2L or IMAC Standard, but but below the PQL:

TABLE 3
SURFACE WATER ANALYTICAL DATA SUMMARY
SECOND SEMI-ANNUAL 2019 EVENT
FOOTHILLS REGIONAL LANDFILL
Constituent
Units
NC 2B Std
MDL
PQL
SW-1
SW-2
SW-3
SW-4
SW-5
Antimony Total
u /L
640
0.27
6
<6
<6
<6
<6
2.3 J
Arsenic Total
ug/L
10
0.35
10
<10
<10
<10
<10
1.2 J
Barium Total
ug/L
21,000
0.49
100
16.9 J
28.2 J
23.8 J
25.5 J
68.9 J
Beryllium Total
u /L
6.5
0.074
1
<1
<1
<1
<1
0.42 J
Cadmium Total
u /L
NE
0.11
1
<1
<1
<1
<1
<1
Chromium Total
u /L
NE
0.39
10
<10
0.66 J
0.53 J
0.68 J
6 J
Cobalt Total
u /L
4
0.3
10
0.46 J
0.82 J
0.39 J
0.4 J
7.8 J
Copper Total
u /L
NE
0.19
10
1.1 J
0.9 J
2.4 J
2.2 J
5.3 J
Lead Total
u /L
NE
0.046
10
0.17 J
0.36 J
0.22 J
0.35 J
6.3 J
Nickel Total
u /L
NE
0.31
50
<50
0.46 J B
0.35 J B
0.57 J B
3.7 J B
Selenium Total
u /L
5
1.3
10
<10
<10
<10
<10
2.7 J
Silver Total
u /L
0.06
0.28
10
<10
<10
<10
<10
<10
Thallium Total
u /L
0.47
0.052
5.5
<5.5
<5.5
<5.5
<5.5
0.14 J
Vanadium Total
u /L
NE
0.71
25
2.8 J
3.9 J
4 J
4 J
18.3 J
Zinc Total
ug/L
NE
1.5
10
5.2 J B
6.5 J B
7.4 J B
14.7 B
19.5 B
Field pH
SU
NE
NE
NE
7.02
7.17
7.52
7.46
7.47
Field Redox
mV
NE
NE
NE
-4.2
1.1
-17.2
-14.1
-15.3
Field Specific Conductance
umhos/cm
NE
NE
NE
60.8
81.6
68.8
70.1
78.0
Field Temperature
I CI
NE
I NE
NE
23.2
22.7
23.5
1 23.2
29.7
Field Turbidity
NTU
NE
NE
NE
2.16
2.38
6.02
5.72
59.90
J: Denotes sample result above the MDL but below the PQL; estimated value; value may not be accurate.
B: Denotes analyte was detected in the associated method blank.
No VOCs detected above a PQL, therefore not included on this table.
NE: Denotes a NC 2B Standard is not established.
Denotes a concentration at or above a PQL is also above the NC 2B Standard:
Denotes a concentration is above the NC 2B Standard, but but below the PQL:

TABLE 4
UNDERDRAIN ANALYTICAL DATA SUMMARY
SECOND SEMI-ANNUAL 2019 EVENT
FOOTHILLS REGIONAL LANDFILL
Constituent
Units
MDL
PQL
UD-1
UD-2
Antimony Total
ug/L
0.27
6
<6
<6
Arsenic Total
ug/L
0.35
10
0.64 J
1.4 J
Barium Total
ug/L
0.49
100
74.4 J
57.2 J
Beryllium Total
ug/L
0.074
1
<1
<1
Cadmium Total
ug/L
0.11
1
<1
<1
Chromium Total
ug/L
0.39
10
1.1 J
29.8
Cobalt Total
ug/L
0.3
10
8.4 J
6.8 J
Copper Total
ug/L
0.19
10
<10
0.68 J
Lead Total
ug/L
0.046
10
<10
<10
Nickel Total
ug/L
0.31
50
1.6 J B
12.5 J B
Selenium Total
ug/L
1.3
10
<10
<10
Silver Total
ug/L
0.28
10
<10
<10
Thallium Total
ug/L
0.052
5.5
<5.5
<5.5
Vanadium Total
ug/L
0.71
25
3.7 J
5.3 J
Zinc Total
ug/L
1.5
10
8 J B
15.3 B
Field pH
SU
NE
NE
5.74
5.90
Field Redox
mV
NE
NE
78.9
85.2
Field Specific Conductance
umhos/cm
NE
NE
212
186.2
Field Temperature
°C
NE
NE
23.1
23.8
Field Turbidity
NTU
NE
NE
0.18
1.96
J: Denotes sample result above the MDL but below the PQL; estimated value; value may not be accurate.
B: Denotes analyte was detected in the associated method blank.
No VOCs detected above a PQL, therefore not included on this table.
NE: Not established.

TABLE 5
LEACHATE ANALYTICAL DATA SUMMARY
SECOND SEMI-ANNUAL 2019 EVENT
FOOTHILLS REGIONAL LANDFILL
Indicator Parameters
Units
MDL
PQL
Leachate
Antimony
ug/L
1.4
30
84.5
Arsenic
u /L
1.8
50
143
Barium
ug/L
2.4
500
564
Beryllium
u /L
0.37
5
<5
BOD, 5 day
ug/L
76200
76200
313000
Cadmium
u /L
0.57
5
0.71 J
Chemical Oxygen Demand
ug/L
100000
100000
1770000
Chromium
u /L
2
50
334
Cobalt
ug/L
1.5
50
37.8 J
Copper
u /L
0.93
50
352
Lead
u /L
0.23
50
4.4 J
Nickel
u /L
1.6
250
225 J
Nitrate as N
u /L
5
50
671
Nitrite as N
u /L
11
50
6140
Nitrogen, NO2 plus NO3
u /L
12
50
6810
Phosphorus
u /L
2000
2000
6160
Selenium
u /L
6.3
50
<50
Silver
u /L
1.4
50
<50
Sulfate
u /L
17
5000
839 J
Thallium
u /L
0.26
27.5
<27.5
Vanadium
u /L
3.5
125
93 J
Zinc
u /L
7.7
50
268
Field pH
SU
NE
NE
7.82
Field Redox
mV
NE
NE
-36.6
Field Specific Conductance
umhos/cm
NE
NE
19,500
Field Temperature
°C
NE
NE
24.2
Field Turbidity
NTU
NE
NE
48.6
Volatile Organic Compounds VOCs
Units
MDL
PQL
Leachate
2-Butanone (MEK)
ug/L
160
5000
1940 J
Acetone
u /L
410
5000
3300 J
Ethylbenzene
ug/L
22.5
50
27.8 J
Toluene
u /L
15.5
50
17.1 J
Metals reported at Total.
For VOCs, only constituents with detections above a PQL are included on table.
J: Denotes Sample result above the MDL but below the PQL; estimated value;
value may not be accurate.

APPENDICES
APPENDIX A
POTENTIOMETRIC SURFACE MAP

&SW-1
166.
-/ /�
MW-8
76
11 1 \MW-7A
1154.93
U. D�- 2%
M W-6
1133.067
I
I 1 M"
I �MW-4
1128.74
�l
2
NO. 8A�\ \\
0pOs EELXISTING
p L NO.
a i
�f
0
EXISTI
CELL NO.
(UNDE
STRUC ION) �MW-1
r I I I I \\ 1278.7
3
W H
J
X IN
\ CEL 0.1
XI G
ELL NO. 1 B
� s
1191.50 -�
20 —� BMW-3R2 0 - MW-3R
�1�4.24 �m � 1186.E
30
121` p
&SW-3
NORTH
0 100 200 400 800
Scale in Feet
Graphic Scale: 1 inch = 400 feet
&SW-4
223
�1
INN
M' W-1 R
,Abandoned—�i
O
r/!
MW-11
I \t1319.40 '� \
..N
V
o O
/ 1250
\' j
LEGEND
1 SMW-7 Monitoring Well Location
G) ®UD-1 Underdrain Location
T,
1154.93 Groundwater Elevation (fmsl)
—1300— Potentiometric Surface Contour (fmsl)
Hydraulic Gradient & Inferred
Groundwater Flow Direction
SW-1 Surface Water Sampling Location (Approx)
Landfill Cell Boundary
Water levels collected by Environmental
Sampling & Services, Inc. on July 24, 2019.
Basemap provided by Joyce Engineering, with
topographic survey completed by Cooper Aerial
Surveys Co., date of Photography is January 20,
2014.
JETT
ENVIRONMENTAL
C❑ N S U L T I N G
Figure 1
1002 Morgan Meadow
465
Wentzville, MO 63384 July 2019 Event, Potentiometric Surface Map
5
314-496-465
www.jettenviro.com Foothills Regional Landfill, Caldwell County, North Carolina

Groundwater Elevation Summary Table
Foothills Regional Landfill
Well
Top of PVC Casing
Elevation (fmsl)'
z
Depth to Water (ft)
Groundwater Elevation
(fmsl)
MW-1 R2
1516.22
14.79
1501.43
MW-2R
1253.36
46.91
1206.45
MW-3
1241.95
50.45
1191.50
MW-3R
1242.69
56.09
1186.60
MW-3R2
1240.83
36.59
1204.24
M W-4
1171.18
42.44
1128.74
MW-5
1175.07
46.98
1128.09
MW-6
1173.75
40.68
1133.07
MW-7
1183.13
28.20
1154.93
MW-8
1195.18
28.42
1166.76
MW-9
1290.79
67.59
1223.20
MW-10
1356.08
77.30
1278.78
MW-11
1401.71
82.31
1319.40
Note 1: Top of PVC Casing Elevations from Table 1 of the Second Semi -Annual Water
Quality Monitoring Report of 2017, dated November 17, 2017 by Joyce Engineering; with
the exception of MW-1 R2 and MW-11. Elevations for MW-1 R2 and MW-11 from the
Groundwater Monitoring Well Installation Report dated October 19, 2018 by BLE.
Note 2: Depth to water measured by Environmental Sampling & Services, Inc. on July 24, 2019.

Groundwater Flow Velocity Calculations
Foothills Regional Landfill
Second Semi -Annual 2019 Event
Velocity
V = [(k)(i)]/(n)
V = [(0.374 ft/day)(0.1292 ft/ft)] / 0.1
V = 0.483 ft/day
V = 176 ft/year
Where,
Hydraulic conductivity (k) and effective porosity (n) values from the following document:
Table 2 of the Second SemiAnnual Water Quality Monitoring Report of 2017, dated
November 17, 2017 by Joyce Engineering.
Gradient (i) is from the average gradient at site using the potentiometric surface map
from Point A to Point B.
Gradient (i) = Change in Groundwater Elevation along Flow Path
is From Point A (1500 contour) to Point 8 (1150 contour) = 350 ft / 2,710 ft = 0.1292 ft/ft

APPENDIX B
STATISTICAL EVALUATIONS

Prediction Limit
Foothills Client: RSI Data: Foothills Printed 9/9/2019, 12:58 PM
Constituent Well Uooer Lim. Lower Lim. Date Observ. Sia. Ba N Ba Mean Std. Dev. 0/,NDs ND Ad. Transform Aloha Method
Cobalt Total (ug/L) MW-4 5.00 We 7/25/2019 16.6 Yes 46 n/a n/a 93.48 n/a n/a 0.0009111 NP Inter (NDs) 1 of 2
Cobalt Total (ug/L) MW-6 5.00 n/a 7/24/2019 10.5 Yes 46 n/a We 93.48 n/a n/a 0.0009111 NP Inter (NDs) 1 of 2

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Exceeds Limit: MW-4, MW-6
J
7
30
24
12
A
0
7/19/99
Prediction Limit
Interwell Non -parametric
7/20/03 7/21 /07 7/22/11 7/23/15 7/25/19
■
A WylII
M W-6
Limit = 5.00
Non -parametric test used in lieu of parametric prediction limit because censored data exceeded 50%. Limit is highest
of 46 background values. 93.48% NDs. Annual per -constituent alpha = 0.00364. Individual comparison alpha =
0.0009111 (1 of 2). Comparing 2 points to limit. After outlier removal distribution was non -normal, so outlier results
were invalidated.
Constituent: Cobalt Total Analysis Run 9/9/2019 12:57 PM
Foothills Client: RSI Data: Foothills

Confidence Interval
Constituent: Benzene (ug/L) Analysis Run 9/9/2019 1:00 PM
Foothills Client: RSI Data: Foothills
M W-2 R
7/23/2018 2
10/8/2018 2.1
1 /28/2019 1.6
7/25/2019 1.8
Mean 1.875
Std. Dev. 0.2217
Upper Lim. 2.378
Lower Lim. 1.372

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Parametric Confidence Interval
Compliance Limit is not exceeded. Per -well alpha = 0.01. Normality Test: Shapiro Wilk, alpha based on n.
4
3.2
2.4
1.6
J
0.8
111
7
"4A
Constituent: Tetrachloroethene Analysis Run 9/9/2019 1:01 PM
Foothills Client: RSI Data: Foothills

Confidence Interval
Constituent: Tetrachloroethene (ug/L) Analysis Run 9/9/2019 1:02 PM
Foothills Client: RSI Data: Foothills
MW-2R
1/29/2018 0.8 (J)
7/23/2018 1.7
1/28/2019 0.92 (J)
7/25/2019 1.3
Mean 1.18
Std. Dev. 0.4069
Upper Lim. 2.104
Lower Lim. 0.2561

TIME SERIES TREND ANALYSIS

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
6
4.8
3.6
J
0)
Z3
2.4
1.2
0
1 /6/09
Time Series
2/15/11 3/26/13 5/6/15 6/14/17
7/25/19
Constituent: Antimony Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
20
16
12
8
4
0
8/10/98 10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Arsenic Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
Ivlvv-y
♦
MW-11
♦
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
700
560
420
J
0)
280
140
Time Series
10/18/02 12/27/06 3/7/11 5/16/15
7/25/19
Constituent: Barium Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
3
2.4
1.8
J
0)
Z3
1.2
0.6
Time Series
10/18/02 12/27/06 3/7/11 5/16/15
7/25/19
Constituent: Beryllium Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
5
4
3
J
Z3
2
0
8/10/98 10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Cadmium Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
Ivl vv-y
♦
MW-11
♦
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
40
32
24
J
0)
16
8
8/10/98
Time Series
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Chromium Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
f
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
30
24
18
J
12
6
0 4-
8/10/98
Time Series
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Cobalt Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
f
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
500
400
300
J
0)
200
100
0
8/10/98 10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Copper Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
♦ MW-11
♦ MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
30
24
18
J
12
6
Time Series
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Lead Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
f
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
50
40
-
30
-
J
20
10
0
8/10/98
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Nickel Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
VW
Ivlvv-y
♦
MW-11
♦
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
30
24
18
J
12
6
Time Series
10/18/02 12/27/06 3/7/11 5/16/15
7/25/19
Constituent: Selenium Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
50
40
30
J
0)
20
10
0 4-
8/10/98
Time Series
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Silver Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
J
10
8
IX
4
2
Time Series
10/18/02 12/27/06 3/7/11 5/16/15
7/25/19
Constituent: Thallium Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
60
48
36
J
24
12
0 4-
8/10/98
Time Series
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Vanadium Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
J
Ivlvv-y
♦
MW-11
♦
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
200
160
120
J
0)
80
40
8/10/98
Time Series
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Zinc Total Analysis Run 9/9/2019 12:54 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
5
4
3
J
0)
Z3
2
1
0
1 /6/09
Time Series
2/15/11 3/26/13 5/6/15 6/14/17
7/25/19
Constituent: 11-Dichloroethane Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
5
4-7
3
J
2
1
0
8/10/98
10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Benzene Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
♦
Ivlvv-y
♦
MW-11
♦
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
5
4
3
J
0)
Z3
2
1
0
1 /6/09
Time Series
2/15/11 3/26/13 5/6/15 6/14/17
7/25/19
Constituent: cis- 12-Dichloroethene Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
5
4-7
3
J
2
0
8/10/98 10/18/02 12/27/06 3/7/11 5/16/15 7/25/19
Constituent: Tetrachloroethene Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
r
Ivlvv-y
♦
MW-11
♦
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
2
1.6
1.2
J
0)
Z3
0.8
0.4
0 4-
1 /6/09
Time Series
2/15/11 3/26/13 5/6/15 6/14/17 7/25/19
Constituent: Toluene Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills
f
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
2
1.6
1.2
J
0
Z3
0.8
0.4
Time Series
.-I
La L
0
1 /6/09
♦
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
E •
MW-7
♦
MW-8
lvlvv-y
♦ MW-11
i ♦ MW-1 R2 (bg)
2/15/11 3/26/13 5/6/15 6/14/17 7/25/19
Constituent: Trichloroethene Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
2
1.6
1.2
J
0)
Z3
0.8
0.4
0 4-
1 /6/09
Time Series
2/15/11 3/26/13 5/6/15 6/14/17 7/25/19
Constituent: Vinyl chloride Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
MW-10
MW-1 R (bg)
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
M W-8
lvlvv-y
MW-11
MW-1 R2 (bg)

Sanitas'" v.9.6.20 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
5
'
777
7
4
J
0)
2
1
0
1/6/09 2/15/11 3/26/13 5/6/15 6/14/17 7/25/19
Constituent: Xylenes [Total] Analysis Run 9/9/2019 12:50 PM
Foothills Client: RSI Data: Foothills
MW-1 (bg)
♦
MW-10
■
MW-1 R (bg)
•
MW-2R
♦
MW-3R2
♦
MW-4
♦
MW-5
■
MW-6
•
MW-7
♦
MW-8
Ivl vv-y
♦
MW-11
♦
MW-1 R2 (bg)

APPENDIX C
LABORATORY ANALYTICAL REPORTS
FIELD SAMPLING FORMS

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
September 11, 2019
Environmental Manager
Foothills Environmental Landfill
2800 Cheraw Road
Lenoir, NC 28645
RE: Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Dear Environmental Manager:
Enclosed are the analytical results for sample(s) received by the laboratory on July 26, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
This revised report replaces the report issued on 8/12/2019. The report has been revised to remove
Hardness data from Surface Water samples per consultant request. No other changes have been
made to this report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
8 -,,-Y?0
Betsy McDaniel
[e-mail]
[phone]
Project Manager
Enclosures
cc: Data Manager, TriHydro Corporation
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Atlanta Certification IDs
110 Technology Parkway Peachtree Corners, GA 30092
Florida DOH Certification #: E87315
Georgia DW Inorganics Certification #: 812
Georgia DW Microbiology Certification #: 812
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
CERTIFICATIONS
North Carolina Certification #: 381
South Carolina Certification #: 98011001
Virginia Certification #: 460204
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE SUMMARY
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Lab ID
Sample ID
Matrix
Date Collected
Date Received
2621262001
1403-MW1R2
Water
07/24/19 16:02
07/26/19 08:30
2621262002
1403-MW3R2
Water
07/25/19 11:56
07/26/19 08:30
2621262003
1403-MW4
Water
07/25/19 12:55
07/26/19 08:30
2621262004
1403-Dup
Water
07/25/19 12:57
07/26/19 08:30
2621262005
1403-MW5
Water
07/24/19 13:46
07/26/19 08:30
2621262006
1403-MW6
Water
07/24/19 12:58
07/26/19 08:30
2621262007
1403-MW7
Water
07/24/19 11:49
07/26/19 08:30
2621262008
1403-MW8
Water
07/24/19 11:01
07/26/19 08:30
2621262009
1403-MW9
Water
07/25/19 10:07
07/26/19 08:30
2621262010
1403-MW10
Water
07/25/19 09:19
07/26/19 08:30
2621262011
1403-MW11
Water
07/25/19 08:30
07/26/19 08:30
2621262012
1403-Field Blank
Water
07/24/19 10:01
07/26/19 08:30
2621262013
1403-SW1
Water
07/24/19 10:10
07/26/19 08:30
2621262014
1403-SW2
Water
07/24/19 14:20
07/26/19 08:30
2621262015
1403-SW3
Water
07/25/19 07:34
07/26/19 08:30
2621262016
1403-SW4
Water
07/25/19 07:10
07/26/19 08:30
2621262017
1403-SW5
Water
07/24/19 14:46
07/26/19 08:30
2621262018
1403-UD1
Water
07/24/19 14:01
07/26/19 08:30
2621262019
1403-UD2
Water
07/24/19 12:05
07/26/19 08:30
2621262020
1403-Trip Blank
Water
07/24/19 10:03
07/26/19 08:30
2621262021
1403-MW2R
Water
07/25/19 11:03
07/26/19 08:30
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
Foothills LF-NC-1403
2621262
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
2621262001
1403-MW1R2
EPA6020B
CSW
15
PASI-GA
EPA 8260E
SAS
50
PASI-C
2621262002
1403-MW3R2
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262003
1403-MW4
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262004
1403-Dup
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262005
1403-MW5
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262006
1403-MW6
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
CL
50
PASI-C
2621262007
1403-MW7
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262008
1403-MW8
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262009
1403-MW9
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262010
1403-MW10
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262011
1403-MW11
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262012
1403-Field Blank
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262013
1403-SW1
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262014
1403-SW2
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262015
1403-SW3
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262016
1403-SW4
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262017
1403-SW5
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262018
1403-UD1
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
2621262019
1403-UD2
EPA 6020E
CSW
15
PASI-GA
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE ANALYTE COUNT
Project:
Foothills LF-NC-1403
Pace Project No.:
2621262
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
EPA 8260E
NSCQ
50
PASI-C
2621262020
1403-Trip Blank
EPA 8260E
NSCQ
50
PASI-C
2621262021
1403-MW2R
EPA 6020E
CSW
15
PASI-GA
EPA 8260E
NSCQ
50
PASI-C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 5 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW1R2 Lab ID: 2621262001 Collected: 07/24/19 16:02 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS Analytical Method: EPA 6020E Preparation Method: EPA 3005A
Antimony
ND
ug/L
6.0
0.27
1
07/30/1916:16
07/31/1916:49
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
07/30/1916:16
07/31/1916:49
7440-38-2
Barium
26.7J
ug/L
100
0.49
1
07/30/1916:16
07/31/1916:49
7440-39-3
Beryllium
ND
ug/L
1.0
0.074
1
07/30/1916:16
07/31/1916:49
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
07/30/1916:16
07/31/1916:49
7440-43-9
Chromium
ND
ug/L
10.0
0.39
1
07/30/1916:16
07/31/1916:49
7440-47-3
Cobalt
ND
ug/L
10.0
0.30
1
07/30/1916:16
07/31/1916:49
7440-48-4
Copper
0.84J
ug/L
10.0
0.19
1
07/30/1916:16
07/31/1916:49
7440-50-8
Lead
ND
ug/L
10.0
0.046
1
07/30/1916:16
07/31/1916:49
7439-92-1
Nickel
ND
ug/L
50.0
0.31
1
07/30/1916:16
07/31/1916:49
7440-02-0
Selenium
ND
ug/L
10.0
1.3
1
07/30/1916:16
07/31/1916:49
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
07/30/1916:16
07/31/1916:49
7440-22-4
Thallium
0.077J
ug/L
5.5
0.052
1
07/30/1916:16
07/31/1916:49
7440-28-0
Vanadium
4.7J
ug/L
25.0
0.71
1
07/30/1916:16
07/31/1916:49
7440-62-2
Zinc
4.OJ
ug/L
10.0
1.5
1
07/30/1916:16
07/31/1916:49
7440-66-6 B
8260 MSV Low Level
Analytical
Method: EPA 8260E
Acetone
ND
ug/L
100
6.2
1
08/07/19 01:52
67-64-1
Acrylonitrile
ND
ug/L
200
0.90
1
08/07/19 01:52
107-13-1
Benzene
ND
ug/L
1.0
0.15
1
08/07/19 01:52
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.34
1
08/07/19 01:52
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.26
1
08/07/19 01:52
75-27-4
Bromoform
ND
ug/L
3.0
0.62
1
08/07/19 01:52
75-25-2
Bromomethane
ND
ug/L
10.0
0.62
1
08/07/19 01:52
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.3
1
08/07/19 01:52
78-93-3
Carbon disulfide
ND
ug/L
100
0.40
1
08/07/19 01:52
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.22
1
08/07/19 01:52
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.23
1
08/07/19 01:52
108-90-7
Chloroethane
ND
ug/L
10.0
0.49
1
08/07/19 01:52
75-00-3
Chloroform
ND
ug/L
5.0
2.3
1
08/07/19 01:52
67-66-3
Chloromethane
ND
ug/L
1.0
0.39
1
08/07/19 01:52
74-87-3
1,2-Dibromo-3-
ND
ug/L
13.0
0.26
1
08/07/19 01:52
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.41
1
08/07/19 01:52
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.26
1
08/07/19 01:52
106-93-4
Dibromomethane
ND
ug/L
10.0
0.46
1
08/07/19 01:52
74-95-3
1,2-Dichlorobenzene
ND
ug/L
5.0
0.29
1
08/07/19 01:52
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
0.26
1
08/07/19 01:52
106-46-7
trans-1,4-Dichloro-2-
ND
ug/L
100
0.54
1
08/07/19 01:52
110-57-6
butene
1,1-Dichloroethane
ND
ug/L
5.0
0.27
1
08/07/19 01:52
75-34-3
1,2-Dichloroethane
ND
ug/L
1.0
0.34
1
08/07/19 01:52
107-06-2
1,1-Dichloroethene
ND
ug/L
5.0
0.24
1
08/07/19 01:52
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
5.0
0.29
1
08/07/19 01:52
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
5.0
0.25
1
08/07/19 01:52
156-60-5
1,2-Dichloropropane
ND
ug/L
1.0
0.19
1
08/07/19 01:52
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11 /2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW1 R2
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262001 Collected: 07/24/19 16:02 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 01:52
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 01:52
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 01:52
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 01:52
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 01:52
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 01:52
75-09-2
ND
ug/L
100
4.5
1
08/07/19 01:52
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 01:52
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 01:52
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 01:52
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 01:52
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 01:52
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 01:52
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 01:52
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 01:52
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 01:52
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 01:52
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 01:52
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 01:52
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 01:52
1330-20-7
105
%
70-130
1
08/07/19 01:52
460-00-4
101
%
70-130
1
08/07/19 01:52
17060-07-0
99
%
70-130
1
08/07/19 01:52
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW3R2 Lab ID: 2621262002 Collected: 07/25/19 11:56 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1916:55
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1916:55
7440-38-2
6.8J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 16:55
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1916:55
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1916:55
7440-43-9
0.54J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 16:55
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1916:55
7440-48-4
0.63J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 16:55
7440-50-8
0.29J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1916:55
7439-92-1
0.49J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 16:55
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1916:55
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1916:55
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1916:55
7440-28-0
1.7J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 16:55
7440-62-2
5.4J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 16:55
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 21:04
67-64-1
ND
ug/L
200
0.90
1
08/07/19 21:04
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 21:04
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 21:04
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 21:04
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 21:04
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 21:04
74-83-9
ND
ug/L
100
3.3
1
08/07/19 21:04
78-93-3
ND
ug/L
100
0.40
1
08/07/19 21:04
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 21:04
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 21:04
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 21:04
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 21:04
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 21:04
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 21:04
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 21:04
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 21:04
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 21:04
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 21:04
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 21:04
106-46-7
ND
ug/L
100
0.54
1
08/07/19 21:04
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 21:04
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 21:04
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 21:04
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 21:04
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 21:04
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 21:04
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 8 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW3R2
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262002 Collected: 07/25/19 11:56 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 21:04
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 21:04
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 21:04
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 21:04
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 21:04
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 21:04
75-09-2
ND
ug/L
100
4.5
1
08/07/19 21:04
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 21:04
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 21:04
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 21:04
79-34-5
0.52J
ug/L
1.0
0.16
1
08/07/19 21:04
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 21:04
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 21:04
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 21:04
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 21:04
79-01-6
0.34J
ug/L
1.0
0.31
1
08/07/19 21:04
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 21:04
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 21:04
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 21:04
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 21:04
1330-20-7
86
%
70-130
1
08/07/19 21:04
460-00-4
94
%
70-130
1
08/07/19 21:04
17060-07-0
107
%
70-130
1
08/07/19 21:04
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 9 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW4 Lab ID: 2621262003 Collected: 07/25/19 12:55 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1917:00
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1917:00
7440-38-2
53.1J
ug/L
100
0.49
1
07/30/19 16:16
07/31/1917:00
7440-39-3
0.099J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1917:00
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1917:00
7440-43-9
ND
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1917:00
7440-47-3
16.6
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 17:00
7440-48-4
1.OJ
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 17:00
7440-50-8
ND
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1917:00
7439-92-1
O.60J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 17:00
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1917:00
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1917:00
7440-22-4
0.079J
ug/L
5.5
0.052
1
07/30/19 16:16
07/31 /19 17:00
7440-28-0
2.OJ
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 17:00
7440-62-2
5.9J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 17:00
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 21:23
67-64-1
ND
ug/L
200
0.90
1
08/07/19 21:23
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 21:23
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 21:23
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 21:23
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 21:23
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 21:23
74-83-9
ND
ug/L
100
3.3
1
08/07/19 21:23
78-93-3
ND
ug/L
100
0.40
1
08/07/19 21:23
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 21:23
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 21:23
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 21:23
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 21:23
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 21:23
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 21:23
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 21:23
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 21:23
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 21:23
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 21:23
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 21:23
106-46-7
ND
ug/L
100
0.54
1
08/07/19 21:23
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 21:23
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 21:23
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 21:23
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 21:23
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 21:23
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 21:23
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW4
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262003 Collected: 07/25/19 12:55 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 21:23
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 21:23
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 21:23
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 21:23
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 21:23
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 21:23
75-09-2
ND
ug/L
100
4.5
1
08/07/19 21:23
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 21:23
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 21:23
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 21:23
79-34-5
0.57J
ug/L
1.0
0.16
1
08/07/19 21:23
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 21:23
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 21:23
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 21:23
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 21:23
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 21:23
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 21:23
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 21:23
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 21:23
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 21:23
1330-20-7
81
%
70-130
1
08/07/19 21:23
460-00-4
88
%
70-130
1
08/07/19 21:23
17060-07-0
108
%
70-130
1
08/07/19 21:23
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 11 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-Dup Lab ID: 2621262004 Collected: 07/25/19 12:57 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1917:06
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1917:06
7440-38-2
57.5J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 17:06
7440-39-3
0.097J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1917:06
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1917:06
7440-43-9
ND
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1917:06
7440-47-3
17.3
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 17:06
7440-48-4
0.73J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 17:06
7440-50-8
0.063J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1917:06
7439-92-1
0.65J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 17:06
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1917:06
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1917:06
7440-22-4
0.084J
ug/L
5.5
0.052
1
07/30/19 16:16
07/31 /19 17:06
7440-28-0
2.1J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31/1917:06
7440-62-2
6.5J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 17:06
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 21:41
67-64-1
ND
ug/L
200
0.90
1
08/07/19 21:41
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 21:41
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 21:41
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 21:41
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 21:41
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 21:41
74-83-9
ND
ug/L
100
3.3
1
08/07/19 21:41
78-93-3
ND
ug/L
100
0.40
1
08/07/19 21:41
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 21:41
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 21:41
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 21:41
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 21:41
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 21:41
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 21:41
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 21:41
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 21:41
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 21:41
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 21:41
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 21:41
106-46-7
ND
ug/L
100
0.54
1
08/07/19 21:41
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 21:41
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 21:41
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 21:41
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 21:41
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 21:41
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 21:41
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 12 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-Dup
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262004 Collected: 07/25/19 12:57 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 21:41
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 21:41
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 21:41
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 21:41
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 21:41
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 21:41
75-09-2
ND
ug/L
100
4.5
1
08/07/19 21:41
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 21:41
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 21:41
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 21:41
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 21:41
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 21:41
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 21:41
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 21:41
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 21:41
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 21:41
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 21:41
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 21:41
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 21:41
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 21:41
1330-20-7
99
%
70-130
1
08/07/19 21:41
460-00-4
88
%
70-130
1
08/07/19 21:41
17060-07-0
105
%
70-130
1
08/07/19 21:41
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 13 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW5 Lab ID: 2621262005 Collected: 07/24/19 13:46 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1917:12
7440-36-0
0.36J
ug/L
10.0
0.35
1
07/30/19 16:16
07/31 /19 17:12
7440-38-2
122
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 17:12
7440-39-3
0.088J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1917:12
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1917:12
7440-43-9
0.71J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1917:12
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1917:12
7440-48-4
1.2J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 17:12
7440-50-8
ND
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1917:12
7439-92-1
ND
ug/L
50.0
0.31
1
07/30/19 16:16
07/31/1917:12
7440-02-0
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1917:12
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1917:12
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1917:12
7440-28-0
5.2J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 17:12
7440-62-2
5.4J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 17:12
7440-66-6
Analytical Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 04:40
67-64-1
ND
ug/L
200
0.90
1
08/07/19 04:40
107-13-1
0.45J
ug/L
1.0
0.15
1
08/07/19 04:40
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 04:40
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 04:40
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 04:40
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 04:40
74-83-9
ND
ug/L
100
3.3
1
08/07/19 04:40
78-93-3
ND
ug/L
100
0.40
1
08/07/19 04:40
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 04:40
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 04:40
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 04:40
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 04:40
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 04:40
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 04:40
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 04:40
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 04:40
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 04:40
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 04:40
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 04:40
106-46-7
ND
ug/L
100
0.54
1
08/07/19 04:40
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 04:40
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 04:40
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 04:40
75-35-4
0.75J
ug/L
5.0
0.29
1
08/07/19 04:40
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 04:40
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 04:40
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
Page 14 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW5
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262005 Collected: 07/24/19 13:46 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 04:40
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 04:40
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 04:40
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 04:40
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 04:40
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 04:40
75-09-2
ND
ug/L
100
4.5
1
08/07/19 04:40
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 04:40
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 04:40
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 04:40
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 04:40
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 04:40
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 04:40
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 04:40
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 04:40
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 04:40
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 04:40
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 04:40
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 04:40
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 04:40
1330-20-7
100
%
70-130
1
08/07/19 04:40
460-00-4
89
%
70-130
1
08/07/19 04:40
17060-07-0
106
%
70-130
1
08/07/19 04:40
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 15 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW6 Lab ID: 2621262006 Collected: 07/24/19 12:58 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS Analytical Method: EPA 6020E Preparation Method: EPA 3005A
Antimony
ND
ug/L
6.0
0.27
1
07/30/1916:16
07/31/1917:18
7440-36-0
Arsenic
0.52J
ug/L
10.0
0.35
1
07/30/1916:16
07/31/1917:18
7440-38-2
Barium
170
ug/L
100
0.49
1
07/30/1916:16
07/31/1917:18
7440-39-3
Beryllium
0.57J
ug/L
1.0
0.074
1
07/30/1916:16
07/31/1917:18
7440-41-7
Cadmium
0.16J
ug/L
1.0
0.11
1
07/30/1916:16
07/31/1917:18
7440-43-9
Chromium
1.3J
ug/L
10.0
0.39
1
07/30/1916:16
07/31/1917:18
7440-47-3
Cobalt
10.5
ug/L
10.0
0.30
1
07/30/1916:16
07/31/1917:18
7440-48-4
Copper
1.5J
ug/L
10.0
0.19
1
07/30/1916:16
07/31/1917:18
7440-50-8
Lead
O.60J
ug/L
10.0
0.046
1
07/30/1916:16
07/31/1917:18
7439-92-1
Nickel
0.93J
ug/L
50.0
0.31
1
07/30/1916:16
07/31/1917:18
7440-02-0
B
Selenium
1.3J
ug/L
10.0
1.3
1
07/30/1916:16
07/31/1917:18
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
07/30/1916:16
07/31/1917:18
7440-22-4
Thallium
0.12J
ug/L
5.5
0.052
1
07/30/1916:16
07/31/1917:18
7440-28-0
Vanadium
4.OJ
ug/L
25.0
0.71
1
07/30/1916:16
07/31/1917:18
7440-62-2
Zinc
21.6
ug/L
10.0
1.5
1
07/30/1916:16
07/31/1917:18
7440-66-6
B
8260 MSV Low Level
Analytical
Method: EPA 8260E
Acetone
ND
ug/L
100
6.2
1
08/07/19 17:38
67-64-1
Acetone
ND
ug/L
100
6.2
1
08/08/19 17:01
67-64-1
H1
Acrylonitrile
ND
ug/L
200
0.90
1
08/07/19 17:38
107-13-1
Acrylonitrile
ND
ug/L
200
0.90
1
08/08/19 17:01
107-13-1
H1
Benzene
0.41J
ug/L
1.0
0.15
1
08/07/19 17:38
71-43-2
C8
Benzene
ND
ug/L
1.0
0.15
1
08/08/19 17:01
71-43-2
H1
Bromochloromethane
ND
ug/L
3.0
0.34
1
08/07/19 17:38
74-97-5
Bromochloromethane
ND
ug/L
3.0
0.34
1
08/08/19 17:01
74-97-5
H1
Bromodichloromethane
ND
ug/L
1.0
0.26
1
08/07/19 17:38
75-27-4
Bromodichloromethane
ND
ug/L
1.0
0.26
1
08/08/19 17:01
75-27-4
H1
Bromoform
ND
ug/L
3.0
0.62
1
08/07/19 17:38
75-25-2
Bromoform
ND
ug/L
3.0
0.62
1
08/08/19 17:01
75-25-2
H1
Bromomethane
ND
ug/L
10.0
0.62
1
08/07/19 17:38
74-83-9
Bromomethane
ND
ug/L
10.0
0.62
1
08/08/19 17:01
74-83-9
H1
2-Butanone (MEK)
ND
ug/L
100
3.3
1
08/07/19 17:38
78-93-3
2-Butanone (MEK)
ND
ug/L
100
3.3
1
08/08/19 17:01
78-93-3
H1
Carbon disulfide
ND
ug/L
100
0.40
1
08/07/19 17:38
75-15-0
Carbon disulfide
ND
ug/L
100
0.40
1
08/08/19 17:01
75-15-0
H1
Carbon tetrachloride
ND
ug/L
1.0
0.22
1
08/07/19 17:38
56-23-5
Carbon tetrachloride
ND
ug/L
1.0
0.22
1
08/08/19 17:01
56-23-5
H1
Chlorobenzene
ND
ug/L
3.0
0.23
1
08/07/19 17:38
108-90-7
Chlorobenzene
ND
ug/L
3.0
0.23
1
08/08/19 17:01
108-90-7
H1
Chloroethane
ND
ug/L
10.0
0.49
1
08/07/19 17:38
75-00-3
Chloroethane
ND
ug/L
10.0
0.49
1
08/08/19 17:01
75-00-3
H1
Chloroform
ND
ug/L
5.0
2.3
1
08/07/19 17:38
67-66-3
Chloroform
ND
ug/L
5.0
2.3
1
08/08/19 17:01
67-66-3
H1
Chloromethane
ND
ug/L
1.0
0.39
1
08/07/19 17:38
74-87-3
Chloromethane
ND
ug/L
1.0
0.39
1
08/08/19 17:01
74-87-3
H1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW6 Lab ID: 2621262006 Collected: 07/24/19 12:58 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
1,2-Dibromo-3-
chloropropane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
Dibromochloromethane
1,2-Dibromoethane (EDB)
1,2-Dibromoethane (EDB)
Dibromomethane
Dibromomethane
1,2-Dichlorobenzene
1,2-Dichlorobenzene
1,4-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,1-Dichloroethane
1,2-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,1-Dichloroethene
cis-1,2-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,2-Dichloropropane
cis-1,3-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
Ethylbenzene
2-Hexanone
2-Hexanone
lodomethane
lodomethane
Methylene Chloride
Methylene Chloride
4-Methyl-2-pe n to n o n e
(MIBK)
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
Styrene
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 8260E
ND
ug/L
5.0
0.26
1
08/07/1917:38
96-12-8
ND
ug/L
5.0
0.26
1
08/08/1917:01
96-12-8
H1
ND
ug/L
3.0
0.41
1
08/07/1917:38
124-48-1
ND
ug/L
3.0
0.41
1
08/08/1917:01
124-48-1
H1
ND
ug/L
2.0
0.26
1
08/07/1917:38
106-93-4
ND
ug/L
2.0
0.26
1
08/08/1917:01
106-93-4
H1
ND
ug/L
10.0
0.46
1
08/07/1917:38
74-95-3
ND
ug/L
10.0
0.46
1
08/08/1917:01
74-95-3
H1
ND
ug/L
5.0
0.29
1
08/07/1917:38
95-50-1
ND
ug/L
5.0
0.29
1
08/08/1917:01
95-50-1
H1
ND
ug/L
1.0
0.26
1
08/07/1917:38
106-46-7
ND
ug/L
1.0
0.26
1
08/08/1917:01
106-46-7
H1
ND
ug/L
100
0.54
1
08/07/1917:38
110-57-6
ND
ug/L
100
0.54
1
08/08/1917:01
110-57-6
H1
ND
ug/L
5.0
0.27
1
08/07/1917:38
75-34-3
ND
ug/L
5.0
0.27
1
08/08/1917:01
75-34-3
H1
ND
ug/L
1.0
0.34
1
08/07/1917:38
107-06-2
ND
ug/L
1.0
0.34
1
08/08/1917:01
107-06-2
H1
ND
ug/L
5.0
0.24
1
08/07/1917:38
75-35-4
ND
ug/L
5.0
0.24
1
08/08/1917:01
75-35-4
H1
ND
ug/L
5.0
0.29
1
08/07/1917:38
156-59-2
ND
ug/L
5.0
0.29
1
08/08/1917:01
156-59-2
H1
ND
ug/L
5.0
0.25
1
08/07/1917:38
156-60-5
ND
ug/L
5.0
0.25
1
08/08/1917:01
156-60-5
H1
ND
ug/L
1.0
0.19
1
08/07/1917:38
78-87-5
ND
ug/L
1.0
0.19
1
08/08/1917:01
78-87-5
H1
ND
ug/L
1.0
0.30
1
08/07/1917:38
10061-01-5
ND
ug/L
1.0
0.30
1
08/08/1917:01
10061-01-5
H1
ND
ug/L
1.0
0.31
1
08/07/1917:38
10061-02-6
ND
ug/L
1.0
0.31
1
08/08/1917:01
10061-02-6
H1
0.48J
ug/L
1.0
0.26
1
08/07/1917:38
100-41-4
C8
ND
ug/L
1.0
0.26
1
08/08/1917:01
100-41-4
H1
ND
ug/L
50.0
0.57
1
08/07/1917:38
591-78-6
ND
ug/L
50.0
0.57
1
08/08/1917:01
591-78-6
H1
ND
ug/L
20.0
12.5
1
08/07/1917:38
74-88-4
ND
ug/L
20.0
12.5
1
08/08/1917:01
74-88-4
H1
ND
ug/L
5.0
3.7
1
08/07/1917:38
75-09-2
ND
ug/L
5.0
3.7
1
08/08/1917:01
75-09-2
H1
ND
ug/L
100
4.5
1
08/07/1917:38
108-10-1
ND
ug/L
100
4.5
1
08/08/1917:01
108-10-1
H1
ND
ug/L
1.0
0.27
1
08/07/1917:38
100-42-5
ND
ug/L
1.0
0.27
1
08/08/1917:01
100-42-5
H1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 17 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW6
Parameters
8260 MSV Low Level
1,1,1,2-Tetrachloroethane
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Tetrachloroethene
Toluene
Toluene
1,1,1-Trichloroethane
1,1,1-Trichloroethane
1,1,2-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichloroethene
Trichlorofluoromethane
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl acetate
Vinyl chloride
Vinyl chloride
Xylene (Total)
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262006 Collected: 07/24/19 12:58 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
5.0
0.34
1
08/07/1917:38
630-20-6
ND
ug/L
5.0
0.34
1
08/08/1917:01
630-20-6
H1
ND
ug/L
3.0
0.22
1
08/07/1917:38
79-34-5
ND
ug/L
3.0
0.22
1
08/08/1917:01
79-34-5
H1
ND
ug/L
1.0
0.16
1
08/07/1917:38
127-18-4
ND
ug/L
1.0
0.16
1
08/08/1917:01
127-18-4
H1
1.4
ug/L
1.0
0.24
1
08/07/1917:38
108-88-3
C8
ND
ug/L
1.0
0.24
1
08/08/1917:01
108-88-3
H1
ND
ug/L
1.0
0.18
1
08/07/1917:38
71-55-6
ND
ug/L
1.0
0.18
1
08/08/1917:01
71-55-6
H1
ND
ug/L
1.0
0.24
1
08/07/1917:38
79-00-5
ND
ug/L
1.0
0.24
1
08/08/1917:01
79-00-5
H1
ND
ug/L
1.0
0.22
1
08/07/1917:38
79-01-6
ND
ug/L
1.0
0.22
1
08/08/1917:01
79-01-6
H1
ND
ug/L
1.0
0.31
1
08/07/1917:38
75-69-4
ND
ug/L
1.0
0.31
1
08/08/1917:01
75-69-4
H1
ND
ug/L
1.0
0.35
1
08/07/1917:38
96-18-4
ND
ug/L
1.0
0.35
1
08/08/1917:01
96-18-4
H1
ND
ug/L
50.0
1.4
1
08/07/1917:38
108-05-4
ND
ug/L
50.0
1.4
1
08/08/1917:01
108-05-4
H1
ND
ug/L
1.0
0.24
1
08/07/1917:38
75-01-4
ND
ug/L
1.0
0.24
1
08/08/1917:01
75-01-4
H1
2.2J
ug/L
5.0
0.63
1
08/07/1917:38
1330-20-7
ND
ug/L
5.0
0.63
1
08/08/1917:01
1330-20-7
98
%
70-130
1
08/08/1917:01
460-00-4
107
%
70-130
1
08/07/1917:38
460-00-4
94
%
70-130
1
08/07/1917:38
17060-07-0
98
%
70-130
1
08/08/1917:01
17060-07-0
99
%
70-130
1
08/07/1917:38
2037-26-5
100
%
70-130
1
08/08/1917:01
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 18 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW7 Lab ID: 2621262007 Collected: 07/24/19 11:49 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1917:23
7440-36-0
0.45J
ug/L
10.0
0.35
1
07/30/19 16:16
07/31 /19 17:23
7440-38-2
28.8J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 17:23
7440-39-3
0.12J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1917:23
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1917:23
7440-43-9
0.96J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 17:23
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1917:23
7440-48-4
0.37J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 17:23
7440-50-8
0.12J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1917:23
7439-92-1
ND
ug/L
50.0
0.31
1
07/30/19 16:16
07/31/1917:23
7440-02-0
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1917:23
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1917:23
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1917:23
7440-28-0
3.9J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 17:23
7440-62-2
5.6J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 17:23
7440-66-6
Analytical Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 04:58
67-64-1
ND
ug/L
200
0.90
1
08/07/19 04:58
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 04:58
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 04:58
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 04:58
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 04:58
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 04:58
74-83-9
ND
ug/L
100
3.3
1
08/07/19 04:58
78-93-3
ND
ug/L
100
0.40
1
08/07/19 04:58
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 04:58
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 04:58
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 04:58
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 04:58
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 04:58
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 04:58
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 04:58
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 04:58
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 04:58
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 04:58
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 04:58
106-46-7
ND
ug/L
100
0.54
1
08/07/19 04:58
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 04:58
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 04:58
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 04:58
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 04:58
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 04:58
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 04:58
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
Page 19 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW7
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262007 Collected: 07/24/19 11:49 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 04:58
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 04:58
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 04:58
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 04:58
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 04:58
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 04:58
75-09-2
ND
ug/L
100
4.5
1
08/07/19 04:58
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 04:58
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 04:58
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 04:58
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 04:58
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 04:58
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 04:58
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 04:58
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 04:58
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 04:58
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 04:58
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 04:58
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 04:58
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 04:58
1330-20-7
100
%
70-130
1
08/07/19 04:58
460-00-4
89
%
70-130
1
08/07/19 04:58
17060-07-0
104
%
70-130
1
08/07/19 04:58
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 20 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW8 Lab ID: 2621262008 Collected: 07/24/19 11:01 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1917:29
7440-36-0
0.83J
ug/L
10.0
0.35
1
07/30/19 16:16
07/31 /19 17:29
7440-38-2
38.7J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 17:29
7440-39-3
0.19J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1917:29
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1917:29
7440-43-9
0.59J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 17:29
7440-47-3
7.2J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 17:29
7440-48-4
4.8J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 17:29
7440-50-8
0.34J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1917:29
7439-92-1
1.6J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 17:29
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1917:29
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1917:29
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1917:29
7440-28-0
2.1J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31/1917:29
7440-62-2
7.5J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 17:29
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 05:16
67-64-1
ND
ug/L
200
0.90
1
08/07/19 05:16
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 05:16
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 05:16
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 05:16
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 05:16
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 05:16
74-83-9
ND
ug/L
100
3.3
1
08/07/19 05:16
78-93-3
ND
ug/L
100
0.40
1
08/07/19 05:16
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 05:16
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 05:16
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 05:16
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 05:16
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 05:16
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 05:16
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 05:16
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 05:16
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 05:16
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 05:16
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 05:16
106-46-7
ND
ug/L
100
0.54
1
08/07/19 05:16
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 05:16
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 05:16
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 05:16
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 05:16
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 05:16
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 05:16
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 21 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW8
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262008 Collected: 07/24/19 11:01 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 05:16
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 05:16
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 05:16
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 05:16
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 05:16
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 05:16
75-09-2
ND
ug/L
100
4.5
1
08/07/19 05:16
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 05:16
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 05:16
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 05:16
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 05:16
127-18-4
0.44J
ug/L
1.0
0.24
1
08/07/19 05:16
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 05:16
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 05:16
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 05:16
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 05:16
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 05:16
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 05:16
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 05:16
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 05:16
1330-20-7
102
%
70-130
1
08/07/19 05:16
460-00-4
91
%
70-130
1
08/07/19 05:16
17060-07-0
108
%
70-130
1
08/07/19 05:16
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 22 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW9 Lab ID: 2621262009 Collected: 07/25/19 10:07 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1917:51
7440-36-0
0.46J
ug/L
10.0
0.35
1
07/30/19 16:16
07/31 /19 17:51
7440-38-2
9.6J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 17:51
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1917:51
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1917:51
7440-43-9
ND
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1917:51
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1917:51
7440-48-4
3.OJ
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 17:51
7440-50-8
ND
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1917:51
7439-92-1
0.51J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31/1917:51
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1917:51
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1917:51
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1917:51
7440-28-0
3.7J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 17:51
7440-62-2
8.OJ
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 17:51
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 21:59
67-64-1
ND
ug/L
200
0.90
1
08/07/19 21:59
107-13-1
0.51J
ug/L
1.0
0.15
1
08/07/19 21:59
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 21:59
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 21:59
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 21:59
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 21:59
74-83-9
ND
ug/L
100
3.3
1
08/07/19 21:59
78-93-3
ND
ug/L
100
0.40
1
08/07/19 21:59
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 21:59
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 21:59
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 21:59
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 21:59
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 21:59
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 21:59
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 21:59
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 21:59
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 21:59
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 21:59
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 21:59
106-46-7
ND
ug/L
100
0.54
1
08/07/19 21:59
110-57-6
0.36J
ug/L
5.0
0.27
1
08/07/19 21:59
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 21:59
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 21:59
75-35-4
1.2J
ug/L
5.0
0.29
1
08/07/19 21:59
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 21:59
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 21:59
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 23 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW9
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262009 Collected: 07/25/19 10:07 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 21:59
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 21:59
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 21:59
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 21:59
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 21:59
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 21:59
75-09-2
ND
ug/L
100
4.5
1
08/07/19 21:59
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 21:59
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 21:59
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 21:59
79-34-5
0.47J
ug/L
1.0
0.16
1
08/07/19 21:59
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 21:59
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 21:59
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 21:59
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 21:59
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 21:59
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 21:59
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 21:59
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 21:59
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 21:59
1330-20-7
102
%
70-130
1
08/07/19 21:59
460-00-4
91
%
70-130
1
08/07/19 21:59
17060-07-0
102
%
70-130
1
08/07/19 21:59
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 24 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW10 Lab ID: 2621262010 Collected: 07/25/19 09:19 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1917:57
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1917:57
7440-38-2
28.3J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 17:57
7440-39-3
0.084J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1917:57
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1917:57
7440-43-9
0.84J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 17:57
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1917:57
7440-48-4
4.5J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 17:57
7440-50-8
0.17J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1917:57
7439-92-1
0.45J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 17:57
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1917:57
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1917:57
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1917:57
7440-28-0
7.3J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 17:57
7440-62-2
5.8J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 17:57
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 22:17
67-64-1
ND
ug/L
200
0.90
1
08/07/19 22:17
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 22:17
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 22:17
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 22:17
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 22:17
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 22:17
74-83-9
ND
ug/L
100
3.3
1
08/07/19 22:17
78-93-3
ND
ug/L
100
0.40
1
08/07/19 22:17
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 22:17
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 22:17
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 22:17
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 22:17
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 22:17
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 22:17
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 22:17
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 22:17
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 22:17
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 22:17
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 22:17
106-46-7
ND
ug/L
100
0.54
1
08/07/19 22:17
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 22:17
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 22:17
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 22:17
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 22:17
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 22:17
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 22:17
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 25 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW10
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262010 Collected: 07/25/19 09:19 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 22:17
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 22:17
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 22:17
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 22:17
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 22:17
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 22:17
75-09-2
ND
ug/L
100
4.5
1
08/07/19 22:17
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 22:17
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 22:17
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 22:17
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 22:17
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 22:17
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 22:17
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 22:17
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 22:17
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 22:17
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 22:17
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 22:17
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 22:17
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 22:17
1330-20-7
93
%
70-130
1
08/07/19 22:17
460-00-4
90
%
70-130
1
08/07/19 22:17
17060-07-0
108
%
70-130
1
08/07/19 22:17
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 26 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW11 Lab ID: 2621262011 Collected: 07/25/19 08:30 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1918:03
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1918:03
7440-38-2
49.7J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 18:03
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1918:03
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1918:03
7440-43-9
ND
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1918:03
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1918:03
7440-48-4
0.27J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 18:03
7440-50-8
ND
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1918:03
7439-92-1
0.58J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 18:03
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1918:03
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1918:03
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1918:03
7440-28-0
2.6J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 18:03
7440-62-2
6.OJ
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 18:03
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 22:36
67-64-1
ND
ug/L
200
0.90
1
08/07/19 22:36
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 22:36
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 22:36
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 22:36
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 22:36
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 22:36
74-83-9
ND
ug/L
100
3.3
1
08/07/19 22:36
78-93-3
ND
ug/L
100
0.40
1
08/07/19 22:36
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 22:36
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 22:36
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 22:36
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 22:36
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 22:36
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 22:36
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 22:36
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 22:36
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 22:36
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 22:36
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 22:36
106-46-7
ND
ug/L
100
0.54
1
08/07/19 22:36
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 22:36
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 22:36
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 22:36
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 22:36
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 22:36
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 22:36
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 27 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW11
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262011 Collected: 07/25/19 08:30 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 22:36
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 22:36
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 22:36
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 22:36
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 22:36
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 22:36
75-09-2
ND
ug/L
100
4.5
1
08/07/19 22:36
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 22:36
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 22:36
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 22:36
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 22:36
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 22:36
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 22:36
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 22:36
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 22:36
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 22:36
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 22:36
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 22:36
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 22:36
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 22:36
1330-20-7
125
%
70-130
1
08/07/19 22:36
460-00-4
88
%
70-130
1
08/07/19 22:36
17060-07-0
107
%
70-130
1
08/07/19 22:36
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 28 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-Field Blank Lab ID: 2621262012 Collected: 07/24/19 10:01 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1918:08
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1918:08
7440-38-2
ND
ug/L
100
0.49
1
07/30/19 16:16
07/31/1918:08
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1918:08
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1918:08
7440-43-9
ND
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1918:08
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1918:08
7440-48-4
ND
ug/L
10.0
0.19
1
07/30/19 16:16
07/31/1918:08
7440-50-8
ND
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1918:08
7439-92-1
ND
ug/L
50.0
0.31
1
07/30/19 16:16
07/31/1918:08
7440-02-0
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1918:08
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1918:08
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1918:08
7440-28-0
2.2J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 18:08
7440-62-2
5.2J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 18:08
7440-66-6
Analytical Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 01:54
67-64-1
ND
ug/L
200
0.90
1
08/07/19 01:54
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 01:54
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 01:54
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 01:54
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 01:54
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 01:54
74-83-9
ND
ug/L
100
3.3
1
08/07/19 01:54
78-93-3
ND
ug/L
100
0.40
1
08/07/19 01:54
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 01:54
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 01:54
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 01:54
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 01:54
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 01:54
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 01:54
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 01:54
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 01:54
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 01:54
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 01:54
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 01:54
106-46-7
ND
ug/L
100
0.54
1
08/07/19 01:54
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 01:54
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 01:54
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 01:54
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 01:54
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 01:54
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 01:54
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
Page 29 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-Field Blank
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262012 Collected: 07/24/19 10:01 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 01:54
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 01:54
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 01:54
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 01:54
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 01:54
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 01:54
75-09-2
ND
ug/L
100
4.5
1
08/07/19 01:54
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 01:54
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 01:54
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 01:54
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 01:54
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 01:54
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 01:54
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 01:54
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 01:54
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 01:54
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 01:54
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 01:54
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 01:54
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 01:54
1330-20-7
107
%
70-130
1
08/07/19 01:54
460-00-4
87
%
70-130
1
08/07/19 01:54
17060-07-0
106
%
70-130
1
08/07/19 01:54
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 30 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW1 Lab ID: 2621262013 Collected: 07/24/19 10:10 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1918:14
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1918:14
7440-38-2
16.9J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 18:14
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1918:14
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1918:14
7440-43-9
ND
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1918:14
7440-47-3
0.46J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 18:14
7440-48-4
1.1J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31/1918:14
7440-50-8
0.17J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1918:14
7439-92-1
ND
ug/L
50.0
0.31
1
07/30/19 16:16
07/31/1918:14
7440-02-0
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1918:14
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1918:14
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1918:14
7440-28-0
2.8J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 18:14
7440-62-2
5.2J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 18:14
7440-66-6
Analytical Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 02:49
67-64-1
ND
ug/L
200
0.90
1
08/07/19 02:49
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 02:49
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 02:49
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 02:49
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 02:49
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 02:49
74-83-9
ND
ug/L
100
3.3
1
08/07/19 02:49
78-93-3
ND
ug/L
100
0.40
1
08/07/19 02:49
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 02:49
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 02:49
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 02:49
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 02:49
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 02:49
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 02:49
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 02:49
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 02:49
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 02:49
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 02:49
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 02:49
106-46-7
ND
ug/L
100
0.54
1
08/07/19 02:49
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 02:49
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 02:49
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 02:49
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 02:49
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 02:49
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 02:49
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
Page 31 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW1
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262013 Collected: 07/24/19 10:10 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 02:49
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 02:49
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 02:49
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 02:49
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 02:49
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 02:49
75-09-2
ND
ug/L
100
4.5
1
08/07/19 02:49
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 02:49
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 02:49
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 02:49
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 02:49
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 02:49
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 02:49
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 02:49
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 02:49
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 02:49
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 02:49
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 02:49
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 02:49
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 02:49
1330-20-7
104
%
70-130
1
08/07/19 02:49
460-00-4
91
%
70-130
1
08/07/19 02:49
17060-07-0
105
%
70-130
1
08/07/19 02:49
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 32 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW2 Lab ID: 2621262014 Collected: 07/24/19 14:20 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1918:25
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1918:25
7440-38-2
28.2J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 18:25
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1918:25
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1918:25
7440-43-9
0.66J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 18:25
7440-47-3
0.82J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 18:25
7440-48-4
0.90J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 18:25
7440-50-8
0.36J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1918:25
7439-92-1
0.46J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 18:25
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1918:25
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1918:25
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1918:25
7440-28-0
3.9J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 18:25
7440-62-2
6.5J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 18:25
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 03:08
67-64-1
ND
ug/L
200
0.90
1
08/07/19 03:08
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 03:08
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 03:08
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 03:08
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 03:08
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 03:08
74-83-9
ND
ug/L
100
3.3
1
08/07/19 03:08
78-93-3
ND
ug/L
100
0.40
1
08/07/19 03:08
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 03:08
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 03:08
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 03:08
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 03:08
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 03:08
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 03:08
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 03:08
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 03:08
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 03:08
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 03:08
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 03:08
106-46-7
ND
ug/L
100
0.54
1
08/07/19 03:08
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 03:08
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 03:08
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 03:08
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 03:08
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 03:08
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 03:08
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 33 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW2
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262014 Collected: 07/24/19 14:20 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 03:08
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 03:08
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 03:08
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 03:08
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 03:08
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 03:08
75-09-2
ND
ug/L
100
4.5
1
08/07/19 03:08
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 03:08
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 03:08
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 03:08
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 03:08
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 03:08
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 03:08
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 03:08
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 03:08
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 03:08
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 03:08
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 03:08
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 03:08
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 03:08
1330-20-7
104
%
70-130
1
08/07/19 03:08
460-00-4
90
%
70-130
1
08/07/19 03:08
17060-07-0
109
%
70-130
1
08/07/19 03:08
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 34 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW3 Lab ID: 2621262015 Collected: 07/25/19 07:34 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1918:37
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1918:37
7440-38-2
23.8J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 18:37
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1918:37
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1918:37
7440-43-9
0.53J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 18:37
7440-47-3
0.39J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 18:37
7440-48-4
2.4J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 18:37
7440-50-8
0.22J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1918:37
7439-92-1
0.35J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 18:37
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1918:37
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1918:37
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1918:37
7440-28-0
4.OJ
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 18:37
7440-62-2
7.4J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 18:37
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 22:54
67-64-1
ND
ug/L
200
0.90
1
08/07/19 22:54
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 22:54
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 22:54
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 22:54
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 22:54
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 22:54
74-83-9
ND
ug/L
100
3.3
1
08/07/19 22:54
78-93-3
ND
ug/L
100
0.40
1
08/07/19 22:54
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 22:54
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 22:54
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 22:54
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 22:54
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 22:54
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 22:54
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 22:54
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 22:54
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 22:54
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 22:54
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 22:54
106-46-7
ND
ug/L
100
0.54
1
08/07/19 22:54
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 22:54
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 22:54
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 22:54
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 22:54
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 22:54
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 22:54
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 35 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW3
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262015 Collected: 07/25/19 07:34 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 22:54
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 22:54
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 22:54
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 22:54
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 22:54
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 22:54
75-09-2
ND
ug/L
100
4.5
1
08/07/19 22:54
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 22:54
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 22:54
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 22:54
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 22:54
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 22:54
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 22:54
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 22:54
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 22:54
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 22:54
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 22:54
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 22:54
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 22:54
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 22:54
1330-20-7
102
%
70-130
1
08/07/19 22:54
460-00-4
88
%
70-130
1
08/07/19 22:54
17060-07-0
105
%
70-130
1
08/07/19 22:54
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 36 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW4 Lab ID: 2621262016 Collected: 07/25/19 07:10 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1919:00
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1919:00
7440-38-2
25.5J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 19:00
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1919:00
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1919:00
7440-43-9
0.68J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 19:00
7440-47-3
0.40J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 19:00
7440-48-4
2.2J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 19:00
7440-50-8
0.35J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1919:00
7439-92-1
0.57J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 19:00
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1919:00
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1919:00
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1919:00
7440-28-0
4.OJ
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 19:00
7440-62-2
14.7
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 19:00
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 23:12
67-64-1
ND
ug/L
200
0.90
1
08/07/19 23:12
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 23:12
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 23:12
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 23:12
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 23:12
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 23:12
74-83-9
ND
ug/L
100
3.3
1
08/07/19 23:12
78-93-3
ND
ug/L
100
0.40
1
08/07/19 23:12
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 23:12
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 23:12
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 23:12
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 23:12
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 23:12
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 23:12
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 23:12
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 23:12
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 23:12
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 23:12
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 23:12
106-46-7
ND
ug/L
100
0.54
1
08/07/19 23:12
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 23:12
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 23:12
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 23:12
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 23:12
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 23:12
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 23:12
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 37 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW4
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262016 Collected: 07/25/19 07:10 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 23:12
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 23:12
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 23:12
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 23:12
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 23:12
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 23:12
75-09-2
ND
ug/L
100
4.5
1
08/07/19 23:12
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 23:12
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 23:12
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 23:12
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 23:12
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 23:12
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 23:12
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 23:12
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 23:12
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 23:12
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 23:12
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 23:12
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 23:12
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 23:12
1330-20-7
105
%
70-130
1
08/07/19 23:12
460-00-4
95
%
70-130
1
08/07/19 23:12
17060-07-0
106
%
70-130
1
08/07/19 23:12
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L2
Page 38 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW5 Lab ID: 2621262017 Collected: 07/24/19 14:46 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
2.3J
ug/L
6.0
0.27
1
07/30/19 16:16
07/31 /19 19:11
7440-36-0
1.2J
ug/L
10.0
0.35
1
07/30/19 16:16
07/31 /19 19:11
7440-38-2
68.9J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 19:11
7440-39-3
0.42J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1919:11
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1919:11
7440-43-9
6.OJ
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 19:11
7440-47-3
7.8J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 19:11
7440-48-4
5.3J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 19:11
7440-50-8
6.3J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1919:11
7439-92-1
3.7J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 19:11
7440-02-0 B
2.7J
ug/L
10.0
1.3
1
07/30/19 16:16
07/31 /19 19:11
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1919:11
7440-22-4
0.14J
ug/L
5.5
0.052
1
07/30/19 16:16
07/31 /19 19:11
7440-28-0
18.3J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 19:11
7440-62-2
19.5
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 19:11
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 03:26
67-64-1
ND
ug/L
200
0.90
1
08/07/19 03:26
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 03:26
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 03:26
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 03:26
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 03:26
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 03:26
74-83-9
ND
ug/L
100
3.3
1
08/07/19 03:26
78-93-3
ND
ug/L
100
0.40
1
08/07/19 03:26
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 03:26
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 03:26
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 03:26
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 03:26
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 03:26
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 03:26
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 03:26
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 03:26
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 03:26
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 03:26
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 03:26
106-46-7
ND
ug/L
100
0.54
1
08/07/19 03:26
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 03:26
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 03:26
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 03:26
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 03:26
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 03:26
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 03:26
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 39 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-SW5
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262017 Collected: 07/24/19 14:46 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 03:26
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 03:26
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 03:26
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 03:26
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 03:26
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 03:26
75-09-2
ND
ug/L
100
4.5
1
08/07/19 03:26
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 03:26
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 03:26
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 03:26
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 03:26
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 03:26
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 03:26
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 03:26
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 03:26
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 03:26
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 03:26
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 03:26
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 03:26
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 03:26
1330-20-7
105
%
70-130
1
08/07/19 03:26
460-00-4
95
%
70-130
1
08/07/19 03:26
17060-07-0
105
%
70-130
1
08/07/19 03:26
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 40 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-UD1 Lab ID: 2621262018 Collected: 07/24/19 14:01 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1919:23
7440-36-0
0.64J
ug/L
10.0
0.35
1
07/30/19 16:16
07/31 /19 19:23
7440-38-2
74.4J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 19:23
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1919:23
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1919:23
7440-43-9
1.1J
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1919:23
7440-47-3
8.4J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 19:23
7440-48-4
ND
ug/L
10.0
0.19
1
07/30/19 16:16
07/31/1919:23
7440-50-8
ND
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1919:23
7439-92-1
1.6J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 19:23
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1919:23
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1919:23
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1919:23
7440-28-0
3.7J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 19:23
7440-62-2
8.OJ
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 19:23
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 05:35
67-64-1
ND
ug/L
200
0.90
1
08/07/19 05:35
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 05:35
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 05:35
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 05:35
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 05:35
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 05:35
74-83-9
ND
ug/L
100
3.3
1
08/07/19 05:35
78-93-3
ND
ug/L
100
0.40
1
08/07/19 05:35
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 05:35
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 05:35
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 05:35
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 05:35
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 05:35
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 05:35
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 05:35
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 05:35
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 05:35
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 05:35
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 05:35
106-46-7
ND
ug/L
100
0.54
1
08/07/19 05:35
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 05:35
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 05:35
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 05:35
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 05:35
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 05:35
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 05:35
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 41 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-UD1
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262018 Collected: 07/24/19 14:01 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 05:35
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 05:35
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 05:35
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 05:35
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 05:35
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 05:35
75-09-2
ND
ug/L
100
4.5
1
08/07/19 05:35
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 05:35
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 05:35
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 05:35
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 05:35
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 05:35
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 05:35
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 05:35
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 05:35
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 05:35
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 05:35
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 05:35
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 05:35
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 05:35
1330-20-7
104
%
70-130
1
08/07/19 05:35
460-00-4
89
%
70-130
1
08/07/19 05:35
17060-07-0
106
%
70-130
1
08/07/19 05:35
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 42 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-UD2 Lab ID: 2621262019 Collected: 07/24/19 12:05 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1919:28
7440-36-0
1.4J
ug/L
10.0
0.35
1
07/30/19 16:16
07/31 /19 19:28
7440-38-2
57.2J
ug/L
100
0.49
1
07/30/19 16:16
07/31 /19 19:28
7440-39-3
ND
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1919:28
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1919:28
7440-43-9
29.8
ug/L
10.0
0.39
1
07/30/19 16:16
07/31 /19 19:28
7440-47-3
6.8J
ug/L
10.0
0.30
1
07/30/19 16:16
07/31 /19 19:28
7440-48-4
0.68J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 19:28
7440-50-8
ND
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1919:28
7439-92-1
12.5J
ug/L
50.0
0.31
1
07/30/19 16:16
07/31 /19 19:28
7440-02-0 B
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1919:28
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1919:28
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1919:28
7440-28-0
5.3J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 19:28
7440-62-2
15.3
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 19:28
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 05:53
67-64-1
ND
ug/L
200
0.90
1
08/07/19 05:53
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 05:53
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 05:53
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 05:53
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 05:53
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 05:53
74-83-9
ND
ug/L
100
3.3
1
08/07/19 05:53
78-93-3
ND
ug/L
100
0.40
1
08/07/19 05:53
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 05:53
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 05:53
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 05:53
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 05:53
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 05:53
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 05:53
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 05:53
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 05:53
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 05:53
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 05:53
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 05:53
106-46-7
ND
ug/L
100
0.54
1
08/07/19 05:53
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 05:53
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 05:53
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 05:53
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 05:53
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 05:53
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 05:53
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 43 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-UD2
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262019 Collected: 07/24/19 12:05 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 05:53
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 05:53
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 05:53
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 05:53
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 05:53
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 05:53
75-09-2
ND
ug/L
100
4.5
1
08/07/19 05:53
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 05:53
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 05:53
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 05:53
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 05:53
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 05:53
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 05:53
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 05:53
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 05:53
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 05:53
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 05:53
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 05:53
108-05-4
ND
ug/L
1.0
0.24
1
08/07/19 05:53
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 05:53
1330-20-7
101
%
70-130
1
08/07/19 05:53
460-00-4
89
%
70-130
1
08/07/19 05:53
17060-07-0
108
%
70-130
1
08/07/19 05:53
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 44 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-Trip Blank Lab ID: 2621262020 Collected: 07/24/19 10:03 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 01:36
67-64-1
ND
ug/L
200
0.90
1
08/07/19 01:36
107-13-1
ND
ug/L
1.0
0.15
1
08/07/19 01:36
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 01:36
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 01:36
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 01:36
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 01:36
74-83-9
ND
ug/L
100
3.3
1
08/07/19 01:36
78-93-3
ND
ug/L
100
0.40
1
08/07/19 01:36
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 01:36
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 01:36
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 01:36
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 01:36
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 01:36
74-87-3
ND
ug/L
13.0
0.26
1
08/07/19 01:36
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 01:36
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 01:36
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 01:36
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 01:36
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 01:36
106-46-7
ND
ug/L
100
0.54
1
08/07/19 01:36
110-57-6
ND
ug/L
5.0
0.27
1
08/07/19 01:36
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 01:36
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 01:36
75-35-4
ND
ug/L
5.0
0.29
1
08/07/19 01:36
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 01:36
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 01:36
78-87-5
ND
ug/L
1.0
0.30
1
08/07/19 01:36
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 01:36
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 01:36
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 01:36
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 01:36
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 01:36
75-09-2
ND
ug/L
100
4.5
1
08/07/19 01:36
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 01:36
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 01:36
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 01:36
79-34-5
ND
ug/L
1.0
0.16
1
08/07/19 01:36
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 01:36
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 01:36
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 01:36
79-00-5
ND
ug/L
1.0
0.22
1
08/07/19 01:36
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 01:36
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 01:36
96-18-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 45 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-Trip Blank
Parameters
Results
Lab ID:
Units
2621262020 Collected:
Report
Limit MDL
07/24/19 10:03
Reg.
Limit DF
Received: 07/26/19 08:30 Matrix: Water
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260E
Vinyl acetate
ND
ug/L
50.0 1.4
1
08/07/19 01:36
108-05-4
Vinyl chloride
ND
ug/L
1.0 0.24
1
08/07/19 01:36
75-01-4
Xylene (Total)
ND
ug/L
5.0 0.63
1
08/07/19 01:36
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
100
%
70-130
1
08/07/19 01:36
460-00-4
1,2-Dichloroethane-d4 (S)
87
%
70-130
1
08/07/19 01:36
17060-07-0
Toluene-d8 (S)
106
%
70-130
1
08/07/19 01:36
2037-26-5
Date: 09/11/2019 03:52 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 46 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW2R Lab ID: 2621262021 Collected: 07/25/19 11:03 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260 MSV Low Level
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-
chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-
butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
Date: 09/11/2019 03:52 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
07/30/19 16:16
07/31/1919:40
7440-36-0
ND
ug/L
10.0
0.35
1
07/30/19 16:16
07/31/1919:40
7440-38-2
269
ug/L
100
0.49
1
07/30/19 16:16
07/31/1919:40
7440-39-3 M1
0.16J
ug/L
1.0
0.074
1
07/30/19 16:16
07/31/1919:40
7440-41-7
ND
ug/L
1.0
0.11
1
07/30/19 16:16
07/31/1919:40
7440-43-9
ND
ug/L
10.0
0.39
1
07/30/19 16:16
07/31/1919:40
7440-47-3
ND
ug/L
10.0
0.30
1
07/30/19 16:16
07/31/1919:40
7440-48-4
0.98J
ug/L
10.0
0.19
1
07/30/19 16:16
07/31 /19 19:40
7440-50-8
0.046J
ug/L
10.0
0.046
1
07/30/19 16:16
07/31/1919:40
7439-92-1
ND
ug/L
50.0
0.31
1
07/30/19 16:16
07/31/1919:40
7440-02-0
ND
ug/L
10.0
1.3
1
07/30/19 16:16
07/31/1919:40
7782-49-2
ND
ug/L
10.0
0.28
1
07/30/19 16:16
07/31/1919:40
7440-22-4
ND
ug/L
5.5
0.052
1
07/30/19 16:16
07/31/1919:40
7440-28-0
4.2J
ug/L
25.0
0.71
1
07/30/19 16:16
07/31 /19 19:40
7440-62-2
5.8J
ug/L
10.0
1.5
1
07/30/19 16:16
07/31 /19 19:40
7440-66-6 B
Analytical
Method: EPA 8260E
ND
ug/L
100
6.2
1
08/07/19 23:49
67-64-1
ND
ug/L
200
0.90
1
08/07/19 23:49
107-13-1
1.8
ug/L
1.0
0.15
1
08/07/19 23:49
71-43-2
ND
ug/L
3.0
0.34
1
08/07/19 23:49
74-97-5
ND
ug/L
1.0
0.26
1
08/07/19 23:49
75-27-4
ND
ug/L
3.0
0.62
1
08/07/19 23:49
75-25-2
ND
ug/L
10.0
0.62
1
08/07/19 23:49
74-83-9
ND
ug/L
100
3.3
1
08/07/19 23:49
78-93-3
ND
ug/L
100
0.40
1
08/07/19 23:49
75-15-0
ND
ug/L
1.0
0.22
1
08/07/19 23:49
56-23-5
ND
ug/L
3.0
0.23
1
08/07/19 23:49
108-90-7
ND
ug/L
10.0
0.49
1
08/07/19 23:49
75-00-3
ND
ug/L
5.0
2.3
1
08/07/19 23:49
67-66-3
ND
ug/L
1.0
0.39
1
08/07/19 23:49
74-87-3
ND
ug/L
5.0
0.26
1
08/07/19 23:49
96-12-8
ND
ug/L
3.0
0.41
1
08/07/19 23:49
124-48-1
ND
ug/L
2.0
0.26
1
08/07/19 23:49
106-93-4
ND
ug/L
10.0
0.46
1
08/07/19 23:49
74-95-3
ND
ug/L
5.0
0.29
1
08/07/19 23:49
95-50-1
ND
ug/L
1.0
0.26
1
08/07/19 23:49
106-46-7
ND
ug/L
100
0.54
1
08/07/19 23:49
110-57-6
1.1J
ug/L
5.0
0.27
1
08/07/19 23:49
75-34-3
ND
ug/L
1.0
0.34
1
08/07/19 23:49
107-06-2
ND
ug/L
5.0
0.24
1
08/07/19 23:49
75-35-4
3.3J
ug/L
5.0
0.29
1
08/07/19 23:49
156-59-2
ND
ug/L
5.0
0.25
1
08/07/19 23:49
156-60-5
ND
ug/L
1.0
0.19
1
08/07/19 23:49
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 47 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
Sample: 1403-MW2R
Parameters
8260 MSV Low Level
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 09/11/2019 03:52 PM
ANALYTICAL RESULTS
Lab ID: 2621262021 Collected: 07/25/19 11:03 Received: 07/26/19 08:30 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260E
ND
ug/L
1.0
0.30
1
08/07/19 23:49
10061-01-5
ND
ug/L
1.0
0.31
1
08/07/19 23:49
10061-02-6
ND
ug/L
1.0
0.26
1
08/07/19 23:49
100-41-4
ND
ug/L
50.0
0.57
1
08/07/19 23:49
591-78-6
ND
ug/L
20.0
12.5
1
08/07/19 23:49
74-88-4
ND
ug/L
5.0
3.7
1
08/07/19 23:49
75-09-2
ND
ug/L
100
4.5
1
08/07/19 23:49
108-10-1
ND
ug/L
1.0
0.27
1
08/07/19 23:49
100-42-5
ND
ug/L
5.0
0.34
1
08/07/19 23:49
630-20-6
ND
ug/L
3.0
0.22
1
08/07/19 23:49
79-34-5
1.3
ug/L
1.0
0.16
1
08/07/19 23:49
127-18-4
ND
ug/L
1.0
0.24
1
08/07/19 23:49
108-88-3
ND
ug/L
1.0
0.18
1
08/07/19 23:49
71-55-6
ND
ug/L
1.0
0.24
1
08/07/19 23:49
79-00-5
0.47J
ug/L
1.0
0.22
1
08/07/19 23:49
79-01-6
ND
ug/L
1.0
0.31
1
08/07/19 23:49
75-69-4
ND
ug/L
1.0
0.35
1
08/07/19 23:49
96-18-4
ND
ug/L
50.0
1.4
1
08/07/19 23:49
108-05-4
0.65J
ug/L
1.0
0.24
1
08/07/19 23:49
75-01-4
ND
ug/L
5.0
0.63
1
08/07/19 23:49
1330-20-7
126
%
70-130
1
08/07/19 23:49
460-00-4
90
%
70-130
1
08/07/19 23:49
17060-07-0
106
%
70-130
1
08/07/19 23:49
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 48 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
QC Batch: 32733 Analysis Method: EPA 6020B
QC Batch Method: EPA 3005A Analysis Description: 6020E MET
Associated Lab Samples: 2621262001, 2621262002, 2621262003, 2621262004, 2621262005, 2621262006, 2621262007, 2621262008,
2621262009,2621262010,2621262011,2621262012,2621262013,2621262014,2621262015,2621262016,
2621262017,2621262018,2621262019,2621262021
METHOD BLANK: 147208
Associated Lab Samples:
Parameter
Matrix: Water
2621262001, 2621262002, 2621262003, 2621262004, 2621262005, 2621262006, 2621262007, 2621262008,
2621262009,2621262010,2621262011,2621262012,2621262013,2621262014,2621262015,2621262016,
2621262017,2621262018,2621262019,2621262021
Blank Reporting
Units Result Limit MDL Analyzed Qualifiers
Antimony
ug/L
ND
6.0
0.27
07/31/1916:30
Arsenic
ug/L
ND
10.0
0.35
07/31/1916:30
Barium
ug/L
ND
100
0.49
07/31/1916:30
Beryllium
ug/L
ND
1.0
0.074
07/31/1916:30
Cadmium
ug/L
ND
1.0
0.11
07/31/1916:30
Chromium
ug/L
ND
10.0
0.39
07/31/1916:30
Cobalt
ug/L
ND
10.0
0.30
07/31/1916:30
Copper
ug/L
ND
10.0
0.19
07/31/1916:30
Lead
ug/L
ND
10.0
0.046
07/31/1916:30
Nickel
ug/L
10.11
50.0
0.31
07/31/1916:30
Selenium
ug/L
ND
10.0
1.3
07/31/1916:30
Silver
ug/L
ND
10.0
0.28
07/31/1916:30
Thallium
ug/L
ND
5.5
0.052
07/31/1916:30
Vanadium
ug/L
ND
25.0
0.71
07/31/1916:30
Zinc
ug/L
6.3J
10.0
1.5
07/31/1916:30
LABORATORY CONTROL SAMPLE:
147209
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Antimony
ug/L
100
109
109
80-120
Arsenic
ug/L
100
98.7
99
80-120
Barium
ug/L
100
103
103
80-120
Beryllium
ug/L
100
98.9
99
80-120
Cadmium
ug/L
100
101
101
80-120
Chromium
ug/L
100
102
102
80-120
Cobalt
ug/L
100
99.5
100
80-120
Copper
ug/L
100
101
101
80-120
Lead
ug/L
100
108
108
80-120
Nickel
ug/L
100
99.4
99
80-120
Selenium
ug/L
100
100
100
80-120
Silver
ug/L
100
105
105
80-120
Thallium
ug/L
100
108
108
80-120
Vanadium
ug/L
100
101
101
80-120
Zinc
ug/L
100
102
102
80-120
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 49 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project:
Pace Project No.:
Foothills LF-NC-1403
2621262
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 147210
147211
MS
MSD
2621262021
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Antimony
ug/L
ND
100
100
103
103
103
103
75-125
0
20
Arsenic
ug/L
ND
100
100
97.2
97.8
97
98
75-125
1
20
Barium
ug/L
269
100
100
341
345
72
76
75-125
1
20 M1
Beryllium
ug/L
0.16J
100
100
97.9
93.7
98
94
75-125
4
20
Cadmium
ug/L
ND
100
100
104
100
104
100
75-125
4
20
Chromium
ug/L
ND
100
100
103
103
102
103
75-125
0
20
Cobalt
ug/L
ND
100
100
100
101
100
101
75-125
0
20
Copper
ug/L
0.98J
100
100
105
101
104
100
75-125
4
20
Lead
ug/L
0.046J
100
100
104
102
104
102
75-125
3
20
Nickel
ug/L
ND
100
100
99.6
99.5
100
100
75-125
0
20
Selenium
ug/L
ND
100
100
97.6
99.5
98
99
75-125
2
20
Silver
ug/L
ND
100
100
100
101
100
101
75-125
0
20
Thallium
ug/L
ND
100
100
104
102
104
102
75-125
2
20
Vanadium
ug/L
4.2J
100
100
105
106
101
102
75-125
1
20
Zinc
ug/L
5.8J
100
100
105
107
99
101
75-125
2
20
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11 /2019 03:52 PM without the written consent of Pace Analytical Services, LLC.
Page 50 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
QC Batch: 490697 Analysis Method: EPA 8260B
QC Batch Method: EPA 8260E Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 2621262001
METHOD BLANK: 2647044
Associated Lab Samples: 2621262001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
0.34
08/06/19 17:30
1,1,1-Trichloroethane
ug/L
ND
1.0
0.18
08/06/19 17:30
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
0.22
08/06/19 17:30
1,1,2-Trichloroethane
ug/L
ND
1.0
0.24
08/06/19 17:30
1,1-Dichloroethane
ug/L
ND
1.0
0.27
08/06/19 17:30
1,1-Dichloroethene
ug/L
ND
1.0
0.24
08/06/19 17:30
1,2,3-Trichloropropane
ug/L
ND
1.0
0.35
08/06/19 17:30
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
0.26
08/06/19 17:30
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
0.26
08/06/19 17:30
1,2-Dichlorobenzene
ug/L
ND
1.0
0.29
08/06/19 17:30
1,2-Dichloroethane
ug/L
ND
1.0
0.34
08/06/19 17:30
1,2-Dichloropropane
ug/L
ND
1.0
0.19
08/06/19 17:30
1,4-Dichlorobenzene
ug/L
ND
1.0
0.26
08/06/19 17:30
2-Butanone (MEK)
ug/L
ND
5.0
3.3
08/06/19 17:30
2-Hexanone
ug/L
ND
5.0
0.57
08/06/19 17:30
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
4.5
08/06/19 17:30
Acetone
ug/L
ND
25.0
6.2
08/06/19 17:30
Acrylonitrile
ug/L
ND
10.0
0.90
08/06/19 17:30
Benzene
ug/L
ND
1.0
0.15
08/06/19 17:30
Bromochloromethane
ug/L
ND
1.0
0.34
08/06/19 17:30
Bromodichloromethane
ug/L
ND
1.0
0.26
08/06/19 17:30
Bromoform
ug/L
ND
1.0
0.62
08/06/19 17:30
Bromomethane
ug/L
ND
2.0
0.62
08/06/19 17:30
Carbon disulfide
ug/L
ND
2.0
0.40
08/06/19 17:30
Carbon tetrachloride
ug/L
ND
1.0
0.22
08/06/19 17:30
Chlorobenzene
ug/L
ND
1.0
0.23
08/06/19 17:30
Chloroethane
ug/L
ND
1.0
0.49
08/06/19 17:30
Chloroform
ug/L
ND
5.0
2.3
08/06/19 17:30
Chloromethane
ug/L
ND
1.0
0.39
08/06/19 17:30
cis-1,2-Dichloroethene
ug/L
ND
1.0
0.29
08/06/19 17:30
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.30
08/06/19 17:30
Dibromochloromethane
ug/L
ND
1.0
0.41
08/06/19 17:30
Dibromomethane
ug/L
ND
1.0
0.46
08/06/19 17:30
Ethylbenzene
ug/L
ND
1.0
0.26
08/06/19 17:30
lodomethane
ug/L
ND
20.0
12.5
08/06/19 17:30
Methylene Chloride
ug/L
ND
5.0
3.7
08/06/19 17:30
Styrene
ug/L
ND
1.0
0.27
08/06/19 17:30
Tetrachloroethene
ug/L
ND
1.0
0.16
08/06/19 17:30
Toluene
ug/L
ND
1.0
0.24
08/06/19 17:30
trans-1,2-Dichloroethene
ug/L
ND
1.0
0.25
08/06/19 17:30
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.31
08/06/19 17:30
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 51 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
METHOD BLANK: 2647044
Matrix:
Water
Associated Lab Samples: 2621262001
Blank
Reporting
Parameter
Units
Result
Limit MDL
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
Trichloroethene
ug/L
ND
1.0
Trichlorofluoromethane
ug/L
ND
1.0
Vinyl acetate
ug/L
ND
2.0
Vinyl chloride
ug/L
ND
1.0
Xylene (Total)
ug/L
ND
1.0
1,2-Dichloroethane-d4 (S)
%
98
70-130
4-Bromofluorobenzene (S)
%
106
70-130
Toluene-d8 (S)
%
99
70-130
Analyzed
0.54
08/06/19 17:30
0.22
08/06/19 17:30
0.31
08/06/19 17:30
1.4
08/06/19 17:30
0.24
08/06/19 17:30
0.63
08/06/19 17:30
08/06/19 17:30
08/06/19 17:30
08/06/19 17:30
LABORATORY CONTROL SAMPLE:
Parameter
2647045
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
53.9
108
70-130
1,1,1-Trichloroethane
ug/L
50
52.2
104
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
52.8
106
70-130
1,1,2-Trichloroethane
ug/L
50
52.5
105
70-130
1,1-Dichloroethane
ug/L
50
52.1
104
70-130
1,1-Dichloroethene
ug/L
50
55.2
110
70-130
1,2,3-Trichloropropane
ug/L
50
54.1
108
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
46.6
93
70-130
1,2-Dibromoethane (EDB)
ug/L
50
53.2
106
70-130
1,2-Dichlorobenzene
ug/L
50
50.4
101
70-130
1,2-Dichloroethane
ug/L
50
48.4
97
70-130
1,2-Dichloropropane
ug/L
50
51.9
104
70-130
1,4-Dichlorobenzene
ug/L
50
50.2
100
70-130
2-Butanone (MEK)
ug/L
100
113
113
64-135
2-Hexanone
ug/L
100
115
115
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
113
113
70-130
Acetone
ug/L
100
111
111
61-157
Acrylonitrile
ug/L
250
249
100
61-143
Benzene
ug/L
50
51.7
103
70-130
Bromochloromethane
ug/L
50
53.4
107
70-130
Bromodichloromethane
ug/L
50
53.8
108
70-130
Bromoform
ug/L
50
57.7
115
70-130
Bromomethane
ug/L
50
47.2
94
38-130
Carbon disulfide
ug/L
50
54.1
108
68-130
Carbon tetrachloride
ug/L
50
52.4
105
70-130
Chlorobenzene
ug/L
50
50.1
100
70-130
Chloroethane
ug/L
50
21.6
43
37-142
Chloroform
ug/L
50
50.6
101
70-130
Chloromethane
ug/L
50
51.1
102
48-130
cis-1,2-Dichloroethene
ug/L
50
51.0
102
70-130
cis-1,3-Dichloropropene
ug/L
50
57.5
115
70-130
Qualifiers
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 52 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
LABORATORY CONTROL SAMPLE:
2647045
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
Dibromochloromethane
ug/L
50
48.8
98
70-130
Dibromomethane
ug/L
50
52.9
106
70-130
Ethylbenzene
ug/L
50
51.0
102
70-130
lodomethane
ug/L
100
99.2
99
40-130
Methylene Chloride
ug/L
50
47.5
95
67-132
Styrene
ug/L
50
53.1
106
70-130
Tetrachloroethene
ug/L
50
52.6
105
69-130
Toluene
ug/L
50
50.5
101
70-130
trans-1,2-Dichloroethene
ug/L
50
53.3
107
70-130
trans- 1,3-Dichloropropene
ug/L
50
50.3
101
70-130
trans-1,4-Dichloro-2-butene
ug/L
50
62.4
125
35-189
Trichloroethene
ug/L
50
51.8
104
70-130
Trichlorofluoromethane
ug/L
50
45.5
91
63-130
Vinyl acetate
ug/L
100
118
118
55-143
Vinyl chloride
ug/L
50
53.6
107
70-131
Xylene (Total)
ug/L
150
157
104
70-130
1,2-Dichloroethane-d4 (S)
%
98
70-130
4-Bromofluorobenzene (S)
%
102
70-130
Toluene-d8 (S)
%
99
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2647046
2647047
MS
MSD
2621230001
Spike
Spike
MS
MSD
MS MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result % Rec % Rec
Limits
RPD
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
22.0
21.0
110
105
73-134
4
30
1,1,1-Trichloroethane
ug/L
ND
20
20
22.0
22.2
110
111
82-143
1
30
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
19.2
18.9
96
94
70-136
2
30
1,1,2-Trichloroethane
ug/L
ND
20
20
20.4
20.2
102
101
70-135
1
30
1,1-Dichloroethane
ug/L
ND
20
20
21.0
20.4
105
102
70-139
3
30
1,1-Dichloroethene
ug/L
ND
20
20
22.6
21.8
113
109
70-154
3
30
1,2,3-Trichloropropane
ug/L
ND
20
20
18.9
18.4
95
92
71-137
3
30
1,2-Dibromo-3-
ug/L
ND
20
20
22.0
19.2
110
96
65-134
14
30
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
20.5
21.2
102
106
70-137
3
30
1,2-Dichlorobenzene
ug/L
ND
20
20
21.8
20.2
109
101
70-133
8
30
1,2-Dichloroethane
ug/L
ND
20
20
19.2
18.6
96
93
70-137
4
30
1,2-Dichloropropane
ug/L
ND
20
20
19.6
19.8
98
99
70-140
1
30
1,4-Dichlorobenzene
ug/L
ND
20
20
21.7
21.4
109
107
70-133
2
30
2-Butanone (MEK)
ug/L
ND
40
40
36.1
33.2
90
83
60-139
9
30
2-Hexanone
ug/L
ND
40
40
38.8
37.7
97
94
65-138
3
30
4-Methyl-2-pentanone
ug/L
ND
40
40
38.4
37.7
96
94
65-135
2
30
(MIBK)
Acetone
ug/L
ND
40
40
38.1
35.4
95
88
60-148
7
30
Acrylonitrile
ug/L
ND
100
100
96.4
93.4
96
93
64-147
3
30
Benzene
ug/L
ND
20
20
21.6
21.1
108
106
70-151
2
30
Bromochloromethane
ug/L
ND
20
20
21.0
21.9
105
110
70-141
4
30
Results presented on this page are in the
units
indicated by the
"Units" column except where
an alternate unit is presented to the right of the result.
REPORT
OF
LABORATORY ANALYSIS
This report shall
not be reproduced,
except
in full,
Date: 09/11/2019 03:52 PM
without
the written consent of Pace Analytical Services, LLC.
Page 53 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2647046
MS
2621230001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2647047
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
Bromodichloromethane
ug/L
ND
20
20
21.8
21.4
109
107
70-138
2
30
Bromoform
ug/L
ND
20
20
17.5
17.5
87
88
63-130
0
30
Bromomethane
ug/L
ND
20
20
17.2
16.8
86
84
15-152
3
30
Carbon disulfide
ug/L
ND
20
20
22.4
21.1
112
106
69-149
6
30
Carbon tetrachloride
ug/L
ND
20
20
24.2
23.6
121
118
70-143
3
30
Chlorobenzene
ug/L
ND
20
20
21.0
21.2
105
106
70-138
1
30
Chloroethane
ug/L
ND
20
20
19.7
18.7
98
93
52-163
5
30
Chloroform
ug/L
ND
20
20
20.4
20.3
102
101
70-139
0
30
Chloromethane
ug/L
ND
20
20
20.2
19.0
101
95
41-139
6
30
cis-1,2-Dichloroethene
ug/L
ND
20
20
20.2
19.9
101
99
70-141
2
30
cis-1,3-Dichloropropene
ug/L
ND
20
20
23.0
21.5
115
107
70-137
7
30
Dibromochloromethane
ug/L
ND
20
20
19.0
18.6
95
93
70-134
2
30
Dibromomethane
ug/L
ND
20
20
21.5
21.2
107
106
70-138
1
30
Ethylbenzene
ug/L
ND
20
20
21.2
20.8
106
104
66-153
2
30
lodomethane
ug/L
ND
40
40
43.4
42.6
109
107
20-138
2
30
Methylene Chloride
ug/L
ND
20
20
18.2
18.5
91
92
42-159
1
30
Styrene
ug/L
ND
20
20
21.4
20.8
107
104
70-135
3
30
Tetrachloroethene
ug/L
ND
20
20
21.7
22.0
109
110
59-143
1
30
Toluene
ug/L
ND
20
20
20.8
20.2
104
101
59-148
3
30
trans-1,2-Dichloroethene
ug/L
ND
20
20
21.7
21.0
108
105
70-146
3
30
trans-1,3-Dichloropropene
ug/L
ND
20
20
20.9
21.1
104
105
70-135
1
30
trans-1,4-Dichloro-2-butene
ug/L
ND
20
20
19.1
17.7
96
89
47-135
7
30
Trichloroethene
ug/L
ND
20
20
22.7
21.6
113
108
70-147
5
30
Trichlorofluoromethane
ug/L
ND
20
20
19.2
18.7
96
93
70-148
3
30
Vinyl acetate
ug/L
ND
40
40
35.9
34.8
90
87
49-151
3
30
Vinyl chloride
ug/L
ND
20
20
21.1
20.5
105
102
70-156
3
30
Xylene (Total)
ug/L
ND
60
60
67.3
64.4
112
107
63-158
4
30
1,2-Dichloroethane-d4 (S)
%
101
97
70-130
4-Bromofluorobenzene (S)
%
101
95
70-130
Toluene-d8 (S)
%
101
99
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11 /2019 03:52 PM without the written consent of Pace Analytical Services, LLC.
Page 54 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
QC Batch: 490709 Analysis Method: EPA 8260B
QC Batch Method: EPA 8260E Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 2621262005, 2621262007, 2621262008, 2621262012, 2621262013, 2621262014, 2621262017, 2621262018,
2621262019,2621262020
METHOD BLANK: 2647076 Matrix: Water
Associated Lab Samples: 2621262005, 2621262007, 2621262008, 2621262012, 2621262013, 2621262014, 2621262017, 2621262018,
2621262019,2621262020
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
0.34
08/07/19 00:23
1,1,1-Trichloroethane
ug/L
ND
1.0
0.18
08/07/19 00:23
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
0.22
08/07/19 00:23
1,1,2-Trichloroethane
ug/L
ND
1.0
0.24
08/07/19 00:23
1,1-Dichloroethane
ug/L
ND
1.0
0.27
08/07/19 00:23
1,1-Dichloroethene
ug/L
ND
1.0
0.24
08/07/19 00:23
1,2,3-Trichloropropane
ug/L
ND
1.0
0.35
08/07/19 00:23
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
0.26
08/07/19 00:23
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
0.26
08/07/19 00:23
1,2-Dichlorobenzene
ug/L
ND
1.0
0.29
08/07/19 00:23
1,2-Dichloroethane
ug/L
ND
1.0
0.34
08/07/19 00:23
1,2-Dichloropropane
ug/L
ND
1.0
0.19
08/07/19 00:23
1,4-Dichlorobenzene
ug/L
ND
1.0
0.26
08/07/19 00:23
2-Butanone (MEK)
ug/L
ND
5.0
3.3
08/07/19 00:23
2-Hexanone
ug/L
ND
5.0
0.57
08/07/19 00:23
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
4.5
08/07/19 00:23
Acetone
ug/L
ND
25.0
6.2
08/07/19 00:23
Acrylonitrile
ug/L
ND
10.0
0.90
08/07/19 00:23
Benzene
ug/L
ND
1.0
0.15
08/07/19 00:23
Bromochloromethane
ug/L
ND
1.0
0.34
08/07/19 00:23
Bromodichloromethane
ug/L
ND
1.0
0.26
08/07/19 00:23
Bromoform
ug/L
ND
1.0
0.62
08/07/19 00:23
Bromomethane
ug/L
ND
2.0
0.62
08/07/19 00:23
Carbon disulfide
ug/L
ND
2.0
0.40
08/07/19 00:23
Carbon tetrachloride
ug/L
ND
1.0
0.22
08/07/19 00:23
Chlorobenzene
ug/L
ND
1.0
0.23
08/07/19 00:23
Chloroethane
ug/L
ND
1.0
0.49
08/07/19 00:23
Chloroform
ug/L
ND
5.0
2.3
08/07/19 00:23
Chloromethane
ug/L
ND
1.0
0.39
08/07/19 00:23
cis-1,2-Dichloroethene
ug/L
ND
1.0
0.29
08/07/19 00:23
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.30
08/07/19 00:23
Dibromochloromethane
ug/L
ND
1.0
0.41
08/07/19 00:23
Dibromomethane
ug/L
ND
1.0
0.46
08/07/19 00:23
Ethylbenzene
ug/L
ND
1.0
0.26
08/07/19 00:23
lodomethane
ug/L
ND
20.0
12.5
08/07/19 00:23
Methylene Chloride
ug/L
ND
5.0
3.7
08/07/19 00:23
Styrene
ug/L
ND
1.0
0.27
08/07/19 00:23
Tetrachloroethene
ug/L
ND
1.0
0.16
08/07/19 00:23
Toluene
ug/L
ND
1.0
0.24
08/07/19 00:23
trans-1,2-Dichloroethene
ug/L
ND
1.0
0.25
08/07/19 00:23
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 55 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
METHOD BLANK: 2647076 Matrix: Water
Associated Lab Samples: 2621262005, 2621262007, 2621262008, 2621262012, 2621262013, 2621262014, 2621262017, 2621262018,
2621262019,2621262020
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.31
08/07/19 00:23
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
0.54
08/07/19 00:23
Trichloroethene
ug/L
ND
1.0
0.22
08/07/19 00:23
Trichlorofluoromethane
ug/L
ND
1.0
0.31
08/07/19 00:23
Vinyl acetate
ug/L
ND
2.0
1.4
08/07/19 00:23
Vinyl chloride
ug/L
ND
1.0
0.24
08/07/19 00:23
Xylene (Total)
ug/L
ND
1.0
0.63
08/07/19 00:23
1,2-Dichloroethane-d4 (S)
%
87
70-130
08/07/19 00:23
4-Bromofluorobenzene (S)
%
97
70-130
08/07/19 00:23
Toluene-d8 (S)
%
100
70-130
08/07/19 00:23
LABORATORY CONTROL SAMPLE:
Parameter
2647077
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
50.1
100
70-130
1,1,1-Trichloroethane
ug/L
50
48.3
97
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
61.7
123
70-130
1,1,2-Trichloroethane
ug/L
50
53.7
107
70-130
1,1-Dichloroethane
ug/L
50
50.7
101
70-130
1,1-Dichloroethene
ug/L
50
52.2
104
70-130
1,2,3-Trichloropropane
ug/L
50
60.8
122
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
48.9
98
70-130
1,2-Dibromoethane (EDB)
ug/L
50
62.4
125
70-130
1,2-Dichlorobenzene
ug/L
50
52.0
104
70-130
1,2-Dichloroethane
ug/L
50
51.2
102
70-130
1,2-Dichloropropane
ug/L
50
55.1
110
70-130
1,4-Dichlorobenzene
ug/L
50
51.0
102
70-130
2-Butanone (MEK)
ug/L
100
92.9
93
64-135
2-Hexanone
ug/L
100
116
116
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
101
101
70-130
Acetone
ug/L
100
102
102
61-157
Acrylonitrile
ug/L
250
249
100
61-143
Benzene
ug/L
50
53.0
106
70-130
Bromochloromethane
ug/L
50
53.1
106
70-130
Bromodichloromethane
ug/L
50
55.2
110
70-130
Bromoform
ug/L
50
49.7
99
70-130
Bromomethane
ug/L
50
29.7
59
38-130
Carbon disulfide
ug/L
50
49.5
99
68-130
Carbon tetrachloride
ug/L
50
51.1
102
70-130
Chlorobenzene
ug/L
50
50.4
101
70-130
Chloroethane
ug/L
50
40.9
82
37-142
Chloroform
ug/L
50
51.6
103
70-130
Chloromethane
ug/L
50
43.2
86
48-130
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 56 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
LABORATORY CONTROL SAMPLE:
Parameter
2647077
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
cis-1,2-Dichloroethene
ug/L
50
50.5
101
70-130
cis-1,3-Dichloropropene
ug/L
50
53.4
107
70-130
Dibromochloromethane
ug/L
50
54.3
109
70-130
Dibromomethane
ug/L
50
52.8
106
70-130
Ethylbenzene
ug/L
50
51.4
103
70-130
lodomethane
ug/L
100
87.6
88
40-130
Methylene Chloride
ug/L
50
48.4
97
67-132
Styrene
ug/L
50
52.7
105
70-130
Tetrachloroethene
ug/L
50
57.7
115
69-130
Toluene
ug/L
50
48.6
97
70-130
trans-1,2-Dichloroethene
ug/L
50
51.8
104
70-130
trans- 1,3-Dichloropropene
ug/L
50
51.1
102
70-130
trans-1,4-Dichloro-2-butene
ug/L
50
65.1
130
35-189
Trichloroethene
ug/L
50
52.9
106
70-130
Trichlorofluoromethane
ug/L
50
42.8
86
63-130
Vinyl acetate
ug/L
100
91.9
92
55-143
Vinyl chloride
ug/L
50
50.0
100
70-131
Xylene (Total)
ug/L
150
156
104
70-130
1,2-Dichloroethane-d4 (S)
%
103
70-130
4-Bromofluorobenzene (S)
%
112
70-130
Toluene-d8 (S)
%
98
70-130
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2647078
MS
92438746003 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2647079
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
19.8
20.5
99
102
73-134
4
30
1,1,1-Trichloroethane
ug/L
ND
20
20
22.0
22.1
110
110
82-143
1
30
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
18.6
19.7
93
98
70-136
5
30
1,1,2-Trichloroethane
ug/L
ND
20
20
20.7
21.8
103
109
70-135
5
30
1,1-Dichloroethane
ug/L
ND
20
20
22.8
23.2
111
113
70-139
1
30
1,1-Dichloroethene
ug/L
ND
20
20
24.4
24.1
122
121
70-154
1
30
1,2,3-Trichloropropane
ug/L
ND
20
20
20.2
20.8
101
104
71-137
3
30
1,2-Dibromo-3-
ug/L
ND
20
20
20.0
19.2
100
96
65-134
4
30
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
20.1
20.3
100
101
70-137
1
30
1,2-Dichlorobenzene
ug/L
ND
20
20
18.8
19.3
94
97
70-133
3
30
1,2-Dichloroethane
ug/L
ND
20
20
20.0
20.5
100
102
70-137
3
30
1,2-Dichloropropane
ug/L
ND
20
20
20.8
21.7
104
108
70-140
4
30
1,4-Dichlorobenzene
ug/L
ND
20
20
18.7
19.0
94
95
70-133
1
30
2-Butanone (MEK)
ug/L
ND
40
40
43.2
44.0
108
110
60-139
2
30
2-Hexanone
ug/L
ND
40
40
40.5
40.7
101
102
65-138
0
30
4-Methyl-2-pentanone
ug/L
ND
40
40
43.2
42.8
108
107
65-135
1
30
(MIBK)
Acetone ug/L ND 40 40 45.1 46.2 113 116 60-148 3 30
Acrylonitrile ug/L ND 100 100 102 102 102 102 64-147 1 30
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 57 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2647078
2647079
MS
MSD
92438746003
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Benzene
ug/L
ND
20
20
22.1
22.5
107
109
70-151
2
30
Bromochloromethane
ug/L
ND
20
20
28.9
28.6
144
143
70-141
1
30 M1
Bromodichloromethane
ug/L
ND
20
20
21.5
21.7
108
109
70-138
1
30
Bromoform
ug/L
ND
20
20
17.5
18.6
88
93
63-130
6
30
Bromomethane
ug/L
ND
20
20
21.5
20.6
107
103
15-152
4
30
Carbon disulfide
ug/L
ND
20
20
22.7
22.9
113
115
69-149
1
30
Carbon tetrachloride
ug/L
ND
20
20
21.5
21.7
108
108
70-143
1
30
Chlorobenzene
ug/L
ND
20
20
19.6
20.2
98
101
70-138
3
30
Chloroethane
ug/L
ND
20
20
24.7
25.4
124
127
52-163
3
30
Chloroform
ug/L
ND
20
20
20.9
22.0
105
110
70-139
5
30
Chloromethane
ug/L
ND
20
20
17.5
19.4
88
97
41-139
10
30
cis-1,2-Dichloroethene
ug/L
ND
20
20
21.4
22.1
107
111
70-141
3
30
cis-1,3-Dichloropropene
ug/L
ND
20
20
22.9
23.4
114
117
70-137
2
30
Dibromochloromethane
ug/L
ND
20
20
19.6
20.6
98
103
70-134
5
30
Dibromomethane
ug/L
ND
20
20
20.4
21.3
102
106
70-138
4
30
Ethylbenzene
ug/L
ND
20
20
19.7
20.4
99
102
66-153
3
30
lodomethane
ug/L
ND
40
40
33.8
38.6
85
97
20-138
13
30
Methylene Chloride
ug/L
ND
20
20
20.9
21.3
104
106
42-159
2
30
Styrene
ug/L
ND
20
20
19.5
20.1
97
100
70-135
3
30
Tetrachloroethene
ug/L
ND
20
20
20.1
20.5
101
103
59-143
2
30
Toluene
ug/L
ND
20
20
21.0
21.5
105
108
59-148
2
30
trans-1,2-Dichloroethene
ug/L
ND
20
20
22.4
22.9
112
115
70-146
2
30
trans-1,3-Dichloropropene
ug/L
ND
20
20
22.1
22.9
110
115
70-135
4
30
trans-1,4-Dichloro-2-butene
ug/L
ND
20
20
20.3
22.0
102
110
47-135
8
30
Trichloroethene
ug/L
ND
20
20
20.9
21.4
104
107
70-147
3
30
Trichlorofluoromethane
ug/L
ND
20
20
23.3
23.8
116
119
70-148
2
30
Vinyl acetate
ug/L
ND
40
40
44.3
44.6
111
111
49-151
1
30
Vinyl chloride
ug/L
ND
20
20
23.0
23.8
115
119
70-156
3
30
Xylene (Total)
ug/L
ND
60
60
59.4
61.3
99
102
63-158
3
30
1,2-Dichloroethane-d4 (S)
%
95
93
70-130
4-Bromofluorobenzene (S)
%
98
98
70-130
Toluene-d8 (S)
%
102
102
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11 /2019 03:52 PM without the written consent of Pace Analytical Services, LLC.
Page 58 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
QC Batch: 490894 Analysis Method: EPA 8260B
QC Batch Method: EPA 8260E Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 2621262006
METHOD BLANK: 2647734
Associated Lab Samples: 2621262006
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
0.34
08/07/19 14:09
1,1,1-Trichloroethane
ug/L
ND
1.0
0.18
08/07/19 14:09
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
0.22
08/07/19 14:09
1,1,2-Trichloroethane
ug/L
ND
1.0
0.24
08/07/19 14:09
1,1-Dichloroethane
ug/L
ND
1.0
0.27
08/07/19 14:09
1,1-Dichloroethene
ug/L
ND
1.0
0.24
08/07/19 14:09
1,2,3-Trichloropropane
ug/L
ND
1.0
0.35
08/07/19 14:09
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
0.26
08/07/19 14:09
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
0.26
08/07/19 14:09
1,2-Dichlorobenzene
ug/L
ND
1.0
0.29
08/07/19 14:09
1,2-Dichloroethane
ug/L
ND
1.0
0.34
08/07/19 14:09
1,2-Dichloropropane
ug/L
ND
1.0
0.19
08/07/19 14:09
1,4-Dichlorobenzene
ug/L
ND
1.0
0.26
08/07/19 14:09
2-Butanone (MEK)
ug/L
ND
5.0
3.3
08/07/19 14:09
2-Hexanone
ug/L
ND
5.0
0.57
08/07/19 14:09
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
4.5
08/07/19 14:09
Acetone
ug/L
ND
25.0
6.2
08/07/19 14:09
Acrylonitrile
ug/L
ND
10.0
0.90
08/07/19 14:09
Benzene
ug/L
ND
1.0
0.15
08/07/19 14:09
Bromochloromethane
ug/L
ND
1.0
0.34
08/07/19 14:09
Bromodichloromethane
ug/L
ND
1.0
0.26
08/07/19 14:09
Bromoform
ug/L
ND
1.0
0.62
08/07/19 14:09
Bromomethane
ug/L
ND
2.0
0.62
08/07/19 14:09
Carbon disulfide
ug/L
ND
2.0
0.40
08/07/19 14:09
Carbon tetrachloride
ug/L
ND
1.0
0.22
08/07/19 14:09
Chlorobenzene
ug/L
ND
1.0
0.23
08/07/19 14:09
Chloroethane
ug/L
ND
1.0
0.49
08/07/19 14:09
Chloroform
ug/L
ND
5.0
2.3
08/07/19 14:09
Chloromethane
ug/L
ND
1.0
0.39
08/07/19 14:09
cis-1,2-Dichloroethene
ug/L
ND
1.0
0.29
08/07/19 14:09
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.30
08/07/19 14:09
Dibromochloromethane
ug/L
ND
1.0
0.41
08/07/19 14:09
Dibromomethane
ug/L
ND
1.0
0.46
08/07/19 14:09
Ethylbenzene
ug/L
ND
1.0
0.26
08/07/19 14:09
lodomethane
ug/L
ND
20.0
12.5
08/07/19 14:09
Methylene Chloride
ug/L
ND
5.0
3.7
08/07/19 14:09
Styrene
ug/L
ND
1.0
0.27
08/07/19 14:09
Tetrachloroethene
ug/L
ND
1.0
0.16
08/07/19 14:09
Toluene
ug/L
ND
1.0
0.24
08/07/19 14:09
trans-1,2-Dichloroethene
ug/L
ND
1.0
0.25
08/07/19 14:09
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.31
08/07/19 14:09
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 59 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
METHOD BLANK: 2647734
Matrix:
Water
Associated Lab Samples: 2621262006
Blank
Reporting
Parameter
Units
Result
Limit MDL
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
Trichloroethene
ug/L
ND
1.0
Trichlorofluoromethane
ug/L
ND
1.0
Vinyl acetate
ug/L
ND
2.0
Vinyl chloride
ug/L
ND
1.0
Xylene (Total)
ug/L
ND
1.0
1,2-Dichloroethane-d4 (S)
%
101
70-130
4-Bromofluorobenzene (S)
%
107
70-130
Toluene-d8 (S)
%
100
70-130
Analyzed
0.54
08/07/19 14:09
0.22
08/07/19 14:09
0.31
08/07/19 14:09
1.4
08/07/19 14:09
0.24
08/07/19 14:09
0.63
08/07/19 14:09
08/07/19 14:09
08/07/19 14:09
08/07/19 14:09
LABORATORY CONTROL SAMPLE:
Parameter
2647735
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
50.7
101
70-130
1,1,1-Trichloroethane
ug/L
50
51.7
103
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
51.3
103
70-130
1,1,2-Trichloroethane
ug/L
50
51.9
104
70-130
1,1-Dichloroethane
ug/L
50
52.7
105
70-130
1,1-Dichloroethene
ug/L
50
54.0
108
70-130
1,2,3-Trichloropropane
ug/L
50
52.2
104
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
43.3
87
70-130
1,2-Dibromoethane (EDB)
ug/L
50
50.5
101
70-130
1,2-Dichlorobenzene
ug/L
50
47.0
94
70-130
1,2-Dichloroethane
ug/L
50
48.5
97
70-130
1,2-Dichloropropane
ug/L
50
51.6
103
70-130
1,4-Dichlorobenzene
ug/L
50
46.7
93
70-130
2-Butanone (MEK)
ug/L
100
110
110
64-135
2-Hexanone
ug/L
100
107
107
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
108
108
70-130
Acetone
ug/L
100
112
112
61-157
Acrylonitrile
ug/L
250
248
99
61-143
Benzene
ug/L
50
51.3
103
70-130
Bromochloromethane
ug/L
50
52.2
104
70-130
Bromodichloromethane
ug/L
50
52.7
105
70-130
Bromoform
ug/L
50
53.9
108
70-130
Bromomethane
ug/L
50
43.7
87
38-130
Carbon disulfide
ug/L
50
54.9
110
68-130
Carbon tetrachloride
ug/L
50
50.8
102
70-130
Chlorobenzene
ug/L
50
47.7
95
70-130
Chloroethane
ug/L
50
22.5
45
37-142
Chloroform
ug/L
50
50.4
101
70-130
Chloromethane
ug/L
50
53.9
108
48-130
cis-1,2-Dichloroethene
ug/L
50
51.6
103
70-130
cis-1,3-Dichloropropene
ug/L
50
56.5
113
70-130
Qualifiers
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 60 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
LABORATORY CONTROL SAMPLE:
2647735
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
Dibromochloromethane
ug/L
50
45.7
91
70-130
Dibromomethane
ug/L
50
51.2
102
70-130
Ethylbenzene
ug/L
50
48.7
97
70-130
lodomethane
ug/L
100
107
107
40-130
Methylene Chloride
ug/L
50
48.1
96
67-132
Styrene
ug/L
50
50.9
102
70-130
Tetrachloroethene
ug/L
50
48.7
97
69-130
Toluene
ug/L
50
49.6
99
70-130
trans-1,2-Dichloroethene
ug/L
50
53.4
107
70-130
trans- 1,3-Dichloropropene
ug/L
50
48.7
97
70-130
trans-1,4-Dichloro-2-butene
ug/L
50
62.0
124
35-189
Trichloroethene
ug/L
50
50.6
101
70-130
Trichlorofluoromethane
ug/L
50
45.9
92
63-130
Vinyl acetate
ug/L
100
116
116
55-143
Vinyl chloride
ug/L
50
53.3
107
70-131
Xylene (Total)
ug/L
150
150
100
70-130
1,2-Dichloroethane-d4 (S)
%
99
70-130
4-Bromofluorobenzene (S)
%
103
70-130
Toluene-d8 (S)
%
100
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2648581
2648582
MS
MSD
2621507001
Spike
Spike
MS
MSD
MS MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result % Rec % Rec
Limits
RPD
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
20.5
20.5
103
103
73-134
0
30
1,1,1-Trichloroethane
ug/L
ND
20
20
20.6
20.5
103
103
82-143
0
30
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
19.6
19.8
98
99
70-136
1
30
1,1,2-Trichloroethane
ug/L
ND
20
20
20.7
20.4
104
102
70-135
1
30
1,1-Dichloroethane
ug/L
ND
20
20
20.6
20.5
103
103
70-139
0
30
1,1-Dichloroethene
ug/L
ND
20
20
22.0
22.2
110
111
70-154
1
30
1,2,3-Trichloropropane
ug/L
ND
20
20
19.9
20.4
100
102
71-137
2
30
1,2-Dibromo-3-
ug/L
ND
20
20
20.6
20.9
103
105
65-134
1
30
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
20.2
20.1
101
101
70-137
0
30
1,2-Dichlorobenzene
ug/L
ND
20
20
19.8
19.8
99
99
70-133
0
30
1,2-Dichloroethane
ug/L
ND
20
20
18.9
19.0
94
95
70-137
1
30
1,2-Dichloropropane
ug/L
ND
20
20
20.9
19.7
104
98
70-140
6
30
1,4-Dichlorobenzene
ug/L
ND
20
20
19.8
19.5
99
97
70-133
1
30
2-Butanone (MEK)
ug/L
ND
40
40
38.2
37.9
96
95
60-139
1
30
2-Hexanone
ug/L
ND
40
40
38.9
38.8
97
97
65-138
0
30
4-Methyl-2-pentanone
ug/L
ND
40
40
39.8
38.6
99
97
65-135
3
30
(MIBK)
Acetone
ug/L
ND
40
40
38.2
40.2
95
100
60-148
5
30
Acrylonitrile
ug/L
ND
100
100
94.2
95.9
94
96
64-147
2
30
Benzene
ug/L
ND
20
20
21.0
21.1
105
106
70-151
0
30
Bromochloromethane
ug/L
ND
20
20
19.8
20.4
99
102
70-141
3
30
Results presented on this page are in the
units
indicated by the
"Units" column except where
an alternate unit is presented to the right of the result.
REPORT
OF
LABORATORY ANALYSIS
This report shall
not be reproduced,
except
in full,
Date: 09/11/2019 03:52 PM
without
the written consent of Pace Analytical Services, LLC.
Page 61 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2648581
MS
2621507001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2648582
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
Bromodichloromethane
ug/L
ND
20
20
21.5
21.6
107
108
70-138
1
30
Bromoform
ug/L
ND
20
20
20.1
20.6
101
103
63-130
2
30
Bromomethane
ug/L
ND
20
20
16.9
19.6
84
98
15-152
15
30
Carbon disulfide
ug/L
ND
20
20
21.7
21.7
108
109
69-149
0
30
Carbon tetrachloride
ug/L
ND
20
20
20.9
21.1
104
105
70-143
1
30
Chlorobenzene
ug/L
ND
20
20
20.0
20.4
100
102
70-138
2
30
Chloroethane
ug/L
ND
20
20
23.1
22.6
116
113
52-163
2
30
Chloroform
ug/L
ND
20
20
20.4
20.3
102
101
70-139
1
30
Chloromethane
ug/L
ND
20
20
19.1
19.8
95
99
41-139
4
30
cis-1,2-Dichloroethene
ug/L
ND
20
20
20.2
20.1
101
101
70-141
0
30
cis-1,3-Dichloropropene
ug/L
ND
20
20
22.2
21.8
111
109
70-137
2
30
Dibromochloromethane
ug/L
ND
20
20
20.7
20.2
103
101
70-134
2
30
Dibromomethane
ug/L
ND
20
20
21.1
20.9
106
104
70-138
1
30
Ethylbenzene
ug/L
ND
20
20
20.5
20.8
102
104
66-153
2
30
lodomethane
ug/L
ND
40
40
32.1
32.6
80
82
20-138
2
30
Methylene Chloride
ug/L
ND
20
20
19.9
19.7
100
99
42-159
1
30
Styrene
ug/L
ND
20
20
19.9
20.3
100
101
70-135
2
30
Tetrachloroethene
ug/L
ND
20
20
21.3
21.3
107
107
59-143
0
30
Toluene
ug/L
ND
20
20
20.8
20.9
104
104
59-148
0
30
trans-1,2-Dichloroethene
ug/L
ND
20
20
20.5
21.1
103
105
70-146
2
30
trans-1,3-Dichloropropene
ug/L
ND
20
20
22.0
21.4
110
107
70-135
3
30
trans-1,4-Dichloro-2-butene
ug/L
ND
20
20
16.6
16.9
83
85
47-135
2
30
Trichloroethene
ug/L
ND
20
20
21.3
20.7
106
104
70-147
3
30
Trichlorofluoromethane
ug/L
ND
20
20
23.4
23.9
117
119
70-148
2
30
Vinyl acetate
ug/L
ND
40
40
40.9
41.3
102
103
49-151
1
30
Vinyl chloride
ug/L
ND
20
20
23.0
22.9
115
115
70-156
0
30
Xylene (Total)
ug/L
ND
60
60
61.6
62.5
103
104
63-158
1
30
1,2-Dichloroethane-d4 (S)
%
95
91
70-130
4-Bromofluorobenzene (S)
%
97
99
70-130
Toluene-d8 (S)
%
100
98
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11 /2019 03:52 PM without the written consent of Pace Analytical Services, LLC.
Page 62 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
QC Batch: 491002 Analysis Method: EPA 8260B
QC Batch Method: EPA 8260E Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 2621262002, 2621262003, 2621262004, 2621262009, 2621262010, 2621262011, 2621262015, 2621262016,
2621262021
METHOD BLANK: 2648306 Matrix: Water
Associated Lab Samples: 2621262002, 2621262003, 2621262004, 2621262009, 2621262010, 2621262011, 2621262015, 2621262016,
2621262021
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
0.34
08/07/19 13:44
1,1,1-Trichloroethane
ug/L
ND
1.0
0.18
08/07/19 13:44
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
0.22
08/07/19 13:44
1,1,2-Trichloroethane
ug/L
ND
1.0
0.24
08/07/19 13:44
1,1-Dichloroethane
ug/L
ND
1.0
0.27
08/07/19 13:44
1,1-Dichloroethene
ug/L
ND
1.0
0.24
08/07/19 13:44
1,2,3-Trichloropropane
ug/L
ND
1.0
0.35
08/07/19 13:44
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
0.26
08/07/19 13:44
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
0.26
08/07/19 13:44
1,2-Dichlorobenzene
ug/L
ND
1.0
0.29
08/07/19 13:44
1,2-Dichloroethane
ug/L
ND
1.0
0.34
08/07/19 13:44
1,2-Dichloropropane
ug/L
ND
1.0
0.19
08/07/19 13:44
1,4-Dichlorobenzene
ug/L
ND
1.0
0.26
08/07/19 13:44
2-Butanone (MEK)
ug/L
ND
5.0
3.3
08/07/19 13:44
2-Hexanone
ug/L
ND
5.0
0.57
08/07/19 13:44
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
4.5
08/07/19 13:44
Acetone
ug/L
ND
25.0
6.2
08/07/19 13:44
Acrylonitrile
ug/L
ND
10.0
0.90
08/07/19 13:44
Benzene
ug/L
ND
1.0
0.15
08/07/19 13:44
Bromochloromethane
ug/L
ND
1.0
0.34
08/07/19 13:44
Bromodichloromethane
ug/L
ND
1.0
0.26
08/07/19 13:44
Bromoform
ug/L
ND
1.0
0.62
08/07/19 13:44
Bromomethane
ug/L
ND
2.0
0.62
08/07/19 13:44
Carbon disulfide
ug/L
ND
2.0
0.40
08/07/19 13:44
Carbon tetrachloride
ug/L
ND
1.0
0.22
08/07/19 13:44
Chlorobenzene
ug/L
ND
1.0
0.23
08/07/19 13:44
Chloroethane
ug/L
ND
1.0
0.49
08/07/19 13:44
Chloroform
ug/L
ND
5.0
2.3
08/07/19 13:44
Chloromethane
ug/L
ND
1.0
0.39
08/07/19 13:44
cis-1,2-Dichloroethene
ug/L
ND
1.0
0.29
08/07/19 13:44
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.30
08/07/19 13:44
Dibromochloromethane
ug/L
ND
1.0
0.41
08/07/19 13:44
Dibromomethane
ug/L
ND
1.0
0.46
08/07/19 13:44
Ethylbenzene
ug/L
ND
1.0
0.26
08/07/19 13:44
lodomethane
ug/L
ND
20.0
12.5
08/07/19 13:44
Methylene Chloride
ug/L
ND
5.0
3.7
08/07/19 13:44
Styrene
ug/L
ND
1.0
0.27
08/07/19 13:44
Tetrachloroethene
ug/L
ND
1.0
0.16
08/07/19 13:44
Toluene
ug/L
ND
1.0
0.24
08/07/19 13:44
trans-1,2-Dichloroethene
ug/L
ND
1.0
0.25
08/07/19 13:44
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 63 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
METHOD BLANK: 2648306 Matrix: Water
Associated Lab Samples: 2621262002, 2621262003, 2621262004, 2621262009, 2621262010, 2621262011, 2621262015, 2621262016,
2621262021
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.31
08/07/19 13:44
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
0.54
08/07/19 13:44
Trichloroethene
ug/L
ND
1.0
0.22
08/07/19 13:44
Trichlorofluoromethane
ug/L
ND
1.0
0.31
08/07/19 13:44
Vinyl acetate
ug/L
ND
2.0
1.4
08/07/19 13:44
Vinyl chloride
ug/L
ND
1.0
0.24
08/07/19 13:44
Xylene (Total)
ug/L
ND
1.0
0.63
08/07/19 13:44
1,2-Dichloroethane-d4 (S)
%
91
70-130
08/07/19 13:44
4-Bromofluorobenzene (S)
%
117
70-130
08/07/19 13:44
Toluene-d8 (S)
%
105
70-130
08/07/19 13:44
LABORATORY CONTROL SAMPLE:
Parameter
2648307
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
44.7
89
70-130
1,1,1-Trichloroethane
ug/L
50
49.1
98
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
44.4
89
70-130
1,1,2-Trichloroethane
ug/L
50
51.6
103
70-130
1,1-Dichloroethane
ug/L
50
50.3
101
70-130
1,1-Dichloroethene
ug/L
50
48.6
97
70-130
1,2,3-Trichloropropane
ug/L
50
34.1
68
70-130 L2
1,2-Dibromo-3-chloropropane
ug/L
50
51.3
103
70-130
1,2-Dibromoethane (EDB)
ug/L
50
51.6
103
70-130
1,2-Dichlorobenzene
ug/L
50
48.7
97
70-130
1,2-Dichloroethane
ug/L
50
53.4
107
70-130
1,2-Dichloropropane
ug/L
50
47.3
95
70-130
1,4-Dichlorobenzene
ug/L
50
47.2
94
70-130
2-Butanone (MEK)
ug/L
100
97.5
97
64-135
2-Hexanone
ug/L
100
106
106
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
97.7
98
70-130
Acetone
ug/L
100
118
118
61-157
Acrylonitrile
ug/L
250
260
104
61-143
Benzene
ug/L
50
50.5
101
70-130
Bromochloromethane
ug/L
50
51.5
103
70-130
Bromodichloromethane
ug/L
50
49.9
100
70-130
Bromoform
ug/L
50
45.5
91
70-130
Bromomethane
ug/L
50
30.8
62
38-130
Carbon disulfide
ug/L
50
46.0
92
68-130
Carbon tetrachloride
ug/L
50
51.4
103
70-130
Chlorobenzene
ug/L
50
47.2
94
70-130
Chloroethane
ug/L
50
40.6
81
37-142
Chloroform
ug/L
50
50.9
102
70-130
Chloromethane
ug/L
50
39.9
80
48-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 64 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
LABORATORY CONTROL SAMPLE:
Parameter
2648307
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
cis-1,2-Dichloroethene
ug/L
50
51.7
103
70-130
cis-1,3-Dichloropropene
ug/L
50
46.0
92
70-130
Dibromochloromethane
ug/L
50
45.0
90
70-130
Dibromomethane
ug/L
50
50.9
102
70-130
Ethylbenzene
ug/L
50
47.9
96
70-130
lodomethane
ug/L
100
92.9
93
40-130
Methylene Chloride
ug/L
50
52.0
104
67-132
Styrene
ug/L
50
48.2
96
70-130
Tetrachloroethene
ug/L
50
46.7
93
69-130
Toluene
ug/L
50
40.4
81
70-130
trans-1,2-Dichloroethene
ug/L
50
51.1
102
70-130
trans- 1,3-Dichloropropene
ug/L
50
45.8
92
70-130
trans-1,4-Dichloro-2-butene
ug/L
50
59.5
119
35-189
Trichloroethene
ug/L
50
50.6
101
70-130
Trichlorofluoromethane
ug/L
50
45.7
91
63-130
Vinyl acetate
ug/L
100
94.7
95
55-143
Vinyl chloride
ug/L
50
42.2
84
70-131
Xylene (Total)
ug/L
150
148
99
70-130
1,2-Dichloroethane-d4 (S)
%
108
70-130
4-Bromofluorobenzene (S)
%
89
70-130
Toluene-d8 (S)
%
84
70-130
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2648304
MS
2621262021 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2648305
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
22.6
22.5
113
113
73-134
0
30 H1
1,1,1-Trichloroethane
ug/L
ND
20
20
22.5
22.1
113
110
82-143
2
30 H1
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
20.7
21.2
104
106
70-136
2
30 H1
1,1,2-Trichloroethane
ug/L
ND
20
20
20.7
21.1
103
105
70-135
2
30 H1
1,1-Dichloroethane
ug/L
1.11
20
20
22.6
21.9
107
104
70-139
3
30 H1
1,1-Dichloroethene
ug/L
ND
20
20
22.6
22.5
113
112
70-154
1
30 H1
1,2,3-Trichloropropane
ug/L
ND
20
20
19.6
19.2
98
96
71-137
2
30 H1
1,2-Dibromo-3-
ug/L
ND
20
20
21.8
21.8
109
109
65-134
0
30 H1
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
21.7
23.2
108
116
70-137
7
30 H1
1,2-Dichlorobenzene
ug/L
ND
20
20
21.1
21.4
106
107
70-133
1
30 H1
1,2-Dichloroethane
ug/L
ND
20
20
21.2
20.8
106
104
70-137
1
30 H1
1,2-Dichloropropane
ug/L
ND
20
20
20.8
20.8
104
104
70-140
0
30 H1
1,4-Dichlorobenzene
ug/L
ND
20
20
21.3
22.1
106
111
70-133
4
30 H1
2-Butanone (MEK)
ug/L
ND
40
40
33.8
35.5
84
89
60-139
5
30 H1
2-Hexanone
ug/L
ND
40
40
39.9
41.2
100
103
65-138
3
30 H1
4-Methyl-2-pentanone
ug/L
ND
40
40
38.0
39.8
95
99
65-135
5
30 H1
(MIBK)
Acetone ug/L ND 40 40 38.5 39.2 96 98 60-148 2 30 H1
Acrylonitrile ug/L ND 100 100 98.9 100 99 100 64-147 1 30 H1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 65 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2648304
2648305
MS
MSD
2621262021
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Benzene
ug/L
1.8
20
20
23.5
23.7
109
109
70-151
1
30 H1
Bromochloromethane
ug/L
ND
20
20
22.0
22.1
110
111
70-141
1
30 H1
Bromodichloromethane
ug/L
ND
20
20
22.3
22.6
111
113
70-138
2
30 H1
Bromoform
ug/L
ND
20
20
18.4
19.1
92
95
63-130
3
30 H1
Bromomethane
ug/L
ND
20
20
15.3
14.8
77
74
15-152
4
30 H1
Carbon disulfide
ug/L
ND
20
20
22.4
21.6
112
108
69-149
4
30 H1
Carbon tetrachloride
ug/L
ND
20
20
23.3
23.7
116
118
70-143
2
30 H1
Chlorobenzene
ug/L
ND
20
20
22.2
21.8
111
109
70-138
2
30 H1
Chloroethane
ug/L
ND
20
20
18.5
18.1
93
90
52-163
3
30 H1
Chloroform
ug/L
ND
20
20
20.8
21.3
104
106
70-139
2
30 H1
Chloromethane
ug/L
ND
20
20
18.1
17.7
91
88
41-139
2
30 H1
cis-1,2-Dichloroethene
ug/L
3.3J
20
20
24.2
23.7
104
102
70-141
2
30 H1
cis-1,3-Dichloropropene
ug/L
ND
20
20
22.8
23.1
114
116
70-137
1
30 H1
Dibromochloromethane
ug/L
ND
20
20
20.4
20.2
102
101
70-134
1
30 H1
Dibromomethane
ug/L
ND
20
20
22.1
22.2
111
111
70-138
0
30 H1
Ethylbenzene
ug/L
ND
20
20
22.2
22.1
111
111
66-153
0
30 H1
lodomethane
ug/L
ND
40
40
40.9
39.7
102
99
20-138
3
30 H1
Methylene Chloride
ug/L
ND
20
20
19.8
20.3
99
102
42-159
3
30 H1
Styrene
ug/L
ND
20
20
21.9
21.5
109
108
70-135
2
30 H1
Tetrachloroethene
ug/L
1.3
20
20
23.3
23.9
110
113
59-143
3
30 H1
Toluene
ug/L
ND
20
20
20.7
20.7
103
104
59-148
0
30 H1
trans-1,2-Dichloroethene
ug/L
ND
20
20
22.5
22.0
113
110
70-146
3
30 H1
trans-1,3-Dichloropropene
ug/L
ND
20
20
21.8
21.8
109
109
70-135
0
30 H1
trans-1,4-Dichloro-2-butene
ug/L
ND
20
20
19.3
19.2
96
96
47-135
1
30 H1
Trichloroethene
ug/L
0.47J
20
20
23.7
24.1
116
118
70-147
2
30 H1
Trichlorofluoromethane
ug/L
ND
20
20
19.4
19.2
97
96
70-148
1
30 H1
Vinyl acetate
ug/L
ND
40
40
34.4
34.6
86
87
49-151
1
30 H1
Vinyl chloride
ug/L
0.65J
20
20
20.0
19.5
96
94
70-156
2
30 H1
Xylene (Total)
ug/L
ND
60
60
69.0
69.1
115
115
63-158
0
30
1,2-Dichloroethane-d4 (S)
%
101
101
70-130
4-Bromofluorobenzene (S)
%
100
98
70-130
Toluene-d8 (S)
%
96
96
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11 /2019 03:52 PM without the written consent of Pace Analytical Services, LLC.
Page 66 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALIFIERS
Project: Foothills LF-NC-1403
Pace Project No.: 2621262
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
IW_1.101Ica] NI*i
PASI-C Pace Analytical Services - Charlotte
PASI-GA Pace Analytical Services - Atlanta, GA
ANALYTE QUALIFIERS
B Analyte was detected in the associated method blank.
C8 Result may be biased high due to carryover from previously analyzed sample.
H1 Analysis conducted outside the EPA method holding time.
L2 Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated
samples may be biased low.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/11/2019 03:52 PM without the written consent of Pace Analytical Services, LLC. Page 67 of 71

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
Foothills LF-NC-1403
2621262
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
2621262001
1403-MW1 R2
EPA 3005A
32733
EPA 6020B
32772
2621262002
1403-MW3R2
EPA 3005A
32733
EPA 6020B
32772
2621262003
1403-MW4
EPA 3005A
32733
EPA 6020B
32772
2621262004
1403-Dup
EPA 3005A
32733
EPA 6020B
32772
2621262005
1403-MW5
EPA 3005A
32733
EPA 6020B
32772
2621262006
1403-MW6
EPA 3005A
32733
EPA 6020B
32772
2621262007
1403-MW7
EPA 3005A
32733
EPA 6020B
32772
2621262008
1403-MW8
EPA 3005A
32733
EPA 6020B
32772
2621262009
1403-MW9
EPA 3005A
32733
EPA 6020B
32772
2621262010
1403-MW10
EPA 3005A
32733
EPA 6020B
32772
2621262011
1403-MW11
EPA 3005A
32733
EPA 6020B
32772
2621262012
1403-Field Blank
EPA 3005A
32733
EPA 6020B
32772
2621262013
1403-SW1
EPA 3005A
32733
EPA 6020B
32772
2621262014
1403-SW2
EPA 3005A
32733
EPA 6020B
32772
2621262015
1403-SW3
EPA 3005A
32733
EPA 6020B
32772
2621262016
1403-SW4
EPA 3005A
32733
EPA 6020B
32772
2621262017
1403-SW5
EPA 3005A
32733
EPA 6020B
32772
2621262018
1403-UD1
EPA 3005A
32733
EPA 6020B
32772
2621262019
1403-UD2
EPA 3005A
32733
EPA 6020B
32772
2621262021
1403-MW2R
EPA 3005A
32733
EPA 6020B
32772
2621262001
1403-MW1 R2
EPA 8260B
490697
2621262002
1403-MW3R2
EPA 8260B
491002
2621262003
1403-MW4
EPA 8260B
491002
2621262004
1403-Dup
EPA 8260B
491002
2621262005
1403-MW5
EPA 8260B
490709
2621262006
1403-MW6
EPA 8260B
490894
2621262007
1403-MW7
EPA 8260B
490709
2621262008
1403-MW8
EPA 8260B
490709
2621262009
1403-MW9
EPA 8260B
491002
2621262010
1403-MW10
EPA 8260B
491002
2621262011
1403-MW11
EPA 8260B
491002
2621262012
1403-Field Blank
EPA 8260B
490709
2621262013
1403-SW1
EPA 8260B
490709
2621262014
1403-SW2
EPA 8260B
490709
2621262015
1403-SW3
EPA 8260B
491002
2621262016
1403-SW4
EPA 8260B
491002
2621262017
1403-SW5
EPA 8260B
490709
2621262018
1403-UD1
EPA 8260B
490709
2621262019
1403-UD2
EPA 8260B
490709
2621262020
1403-Trip Blank
EPA 8260B
490709
2621262021
1403-MW2R
EPA 8260B
491002
Date: 09/11/2019 03:52 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 68 of 71

rn
0
0
M
vi
� U
C
U �a
w
w
F
0. N
>:co
0
Va.
Q .X~.
WO ¢
RI J 00
N
L1
�=
QyU
o�
a'
Q
U
U
z � U ci � Q
F
G
0. vi vi
_ O c
QwOO^ no
w ?
() p Q
Q
�x
JQp =0
�x zzz �°
N to('DW �a
m
0:.-Nei a �nm n
w
O y 0¢�G
z
a
U x UN�
w
o
tts
a M
EEn
aw gU
? Q 3¢
Q
U o0 <w
w w w
z ❑U
p LL 0
z g �-j OF
a aU> O
�a�pa
'L•
w
¢
❑3(��n
N
oaacD>�o
❑
�N
�A
a m - o z �'m w rc --►
...r
N
M
d'
U?
Cfl
I*-
:00
+
�04
1
(1 LU
• W
J C1
o
f`
w
N
(,
CL
acr)
SIV13IN -I XION3ddV
X
X
X
X
X
X
X
X
X
X
X
Xig
}
m
,:,:
>
109ZSAG
DOA -I XION3ddV
X
X
X
X
X
X
X
X
X
X
X
X
°
w^
y
'O
LL
e
�
zY�1•
�
.�m
w
ff
w
Ix
V,
e"l
N
N
d'
z
v
o
d
a
co
ao
rn
3
0
J
❑
0
w
'
co
'
co
M
'
CM
O
M
O
M
O
M
O
M
O
O
M`
O
0
g ��
2
W
Q
�
d'
M
d'
d'
d'
d'
d'
N
V
d
r
T
r
W
O�am
X
X
X
X
X
X
X
X
.X
X
X
X
d
d
m
Z
z
Voia
z
Fr w
J
N
¢o
U
0
0
{9
C7
C9
0
0
0
C9
$
J
i
j
p
F-
O
F
-•
"
z
LLI
z a
oo
O
.9_
N
—
rtMN
—.
00
_
—
Ca
o
rn
a
l ti
.—
�.
J
iu
w
U
J
Q'
a"
cr
Q-
<r
tr
d'
'r
tr
V'
Q
a a
.
Z
Q
fF
�
U �_..
U
O
:'
M
In
�
S
�+
S
{�
U
LA
p=
a
4i:
Z
�Z
o>>
W
N
N
'�
N
N
N
N
N
N
eU
N
N-
U>
>
w
U
w
a
c7
O
a
O
a
t
Ct`Crr��Cr•
t
ti
i
t
1
t
�rm
a-0
w
w
-

I
w
a
a
rn
0
0
Cl)
Q
C9
vi
Z v
Oa
Q LLJ
co
w 'lC
x
a. N
}
Q
cY o
ti
uQC
n.
(D(D LL
CL
Q
U
U
U U
Z U a
ti
z
°
216
w
Ir
W x x x z z z M
y) U) a
.
L°+-
o
as c+i v wm n
o N�ya Ja
Q
a�D
" L
M w �w
°
N
m
to
�w
0.
0
��m
zzgJa
QLL�a
i
�u
m
w 2
z
zv52 OcCp►w-
N
o
p
a O
�a
cr
0totoQz
w
a a 0> top
0
0
N
d
ow
i
..
99
a m - G z o a m w, a
"NI"CNI
N
F
w
J O
U d
w
w.
w
O
a
M
0
OUVH+S-Id13W - I XIGN3ddd
X
X
X
X
X
X
'
Z
°-
"'
S-Id13W -I XIGN3ddd
X
X
X
X
Q
I
}
m
}
+
09Z$ AG OOA -I XIGN3ddd
X
X
X
X
X
X
X
X
X
°w
o
T
Q
as
d
z
CL
u m oz�-¢-zwmm -►
d'
d'
d
d'
M
0LU
¢a:
a
m5
v;
V
Mo
pz
Y
Z
Y
z
Z
U.
d'
�--
N
c'7
It
LO
r-
N
o'``
oo�I`C
CO)
Z
z
kA
W
V
J
0
w
o
J
W
CM
CM
CM
CM
CM
CM
CM
Q:
or
j
oc
a
w
0
�r
0
0
�r
0
�t
0
�r
0
d-
0
�r
w
o���r-�r-r-o
v;,.;
m
�,
V
U
a
q.
0a
c��am
X
X
X
X
X
X
X
X
X
>C
m
UOia
dw
m
z
�z
z
Qo
��������3
to
U
C0
C0
(n
C0
(n
(n
(n
v
J
ui
►-
J
=
w
oa�-o9
M.
M
M
w
p
r(M
T
0
0
0
z
°z
.0
?
S'
C
�"
S
N
0
Ca CLi
a CO)
a '
~ W
a
a .�
p
a
0
�-
w
N
Z
vd
rw-
o
TS
t
i
.�
N�
S
TT
1
'
m ,O
osa
m
m.
w.
o
sz
w
w
w
n'%
n
N
(Y
T
%M
N
wV
a
a
U
U
IL
a
w
m
C
�.
r.
r`
[�
[�'
N
C,
L�
o
w
a
a
m
cr

'aceAnalyticaf
Client Name: AOG Project #
Courier:�Fed Ex ❑UPS ❑ USPS ❑ Client ❑Commercial ❑Pace Other _ WO# 2621262
Tracking M 1'04c? „ / �JQ PM: an Due Date: 08/09/19
Custody Seal on Cooler/Box Present:s ❑ no Seals intact: -El"yes CLIENT: epubl ic—NC
Packing Material: ❑ Bubble Wrap ,2�80ubble Bags ❑ None ❑ Other
Thermometer Used (? A Tvoe of Ice: ttur Blue None ❑ Samples on Ice. coolino nrocess has heoun
Cooler Temperature � • jam'
Temp should be above freezing to 6°C
Biological g Tissue is Frozen: Yes No
Comments:
Date and Initials f pets examining
contents:
Chain of Custody Present:
es ONO
ON/A
1.
Chain of Custody Filled Out:
EY.. ❑No
ON/A
2.
Chain of Custody Relinquished:
E 1'5V ❑No
❑N/A
3.
Sampler Name & Signature on COC:
01es ❑No
❑N/A
4.
Samples Arrived within Hold Time:
-Ries ONO
❑N/A
5.
Short Hold Time Analysis (<72hr):
❑Yes-a'K+o
❑N/A
6,
Rush Turn Around Time Requested:
❑Yes 2119—o'
❑N/A
7,
Sufficient Volume:
—24es ONO
❑NIA
g.
Correct Containers Used:
-Pace Containers Used:
-E ryes ONO
It rYes ONO
❑NIA
❑NIA
9.
Containers Intact:
.E es ONO
❑NIA
10.
Filtered volume received for Dissolved tests
❑Yes ONO
ZiNIr
11.
Sample Labels match COC:
-Includes date/timelID/Anal sis Matrix:
w' ONO _ON1A
1/ . )
12.
All containers needing preservation have been checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: '14colitorm, TOC, O&G, WI-DRO (water)
-2yen ❑No
des ONO
�
Yes ONO
❑NIA
❑NIA
13.
Initial when
completed
Lot # of added
preservative
Samples checked for dechlorination:
❑Yes ONO
14.
Headspace in VOA Vials ( >6mm):
❑Yes &Wo
❑N/A
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # if purchased):
" Yes ONO
'❑Yes ONO
❑N/A
❑NIA
16.
Client Notification/ Resolution: Field Data Required? Y / N
Person Contacted: Date/Time:
Comments/ Resolution:
Project Manager Review: Date:
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( Le out of hold, incorrect preservative, out of temp, incorrect containers)
F-ALLC003rev.3. 11Septemb�r2b&71 of 71

lacieAnalXical"
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
August 13, 2019
Environmental Manager
Foothills Environmental Landfill
2800 Cheraw Road
Lenoir, NC 28645
RE: Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
Dear Environmental Manager:
Enclosed are the analytical results for sample(s) received by the laboratory on July 25, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Betsy McDaniel
[e-mail]
[phone]
Project Manager
Enclosures
cc: Data Manager, TriHydro Corporation
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
CERTIFICATIONS
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
Atlanta Certification IDs
110 Technology Parkway Peachtree Corners, GA 30092 North Carolina Certification #: 381
Florida DOH Certification #: E87315 South Carolina Certification #: 98011001
Georgia DW Inorganics Certification #: 812 Virginia Certification #: 460204
Georgia DW Microbiology Certification #: 812
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE SUMMARY
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
Lab ID Sample ID Matrix Date Collected Date Received
2621197001 1403-Leachate Water 07/24/19 16:45 07/25/19 08:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE ANALYTE COUNT
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
Lab ID Sample ID Method
Analysts
Analytes
Reported
2621197001 1403-Leachate EPA 6020E
CSW
15
EPA 8260D
LI H
52
EPA410.4
ANB
1
SM 4500-P
MWB
1
SM 5210B
KN
1
EPA 300.0
MWB
3
EPA 300.0
MWB
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
Sample: 1403-Leachate Lab ID: 2621197001 Collected: 07/24/19 16:45 Received: 07/25/19 08:50 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
6020B MET ICPMS Analytical Method: EPA 6020E Preparation Method: EPA 3005A
Antimony
84.5
ug/L
30.0
1.4
1
07/29/19 12:46
07/30/19 21:32
7440-36-0
Arsenic
143
ug/L
50.0
1.8
1
07/29/19 12:46
07/30/19 21:32
7440-38-2
Barium
564
ug/L
500
2.4
1
07/29/19 12:46
07/30/19 21:32
7440-39-3
Beryllium
ND
ug/L
5.0
0.37
1
07/29/19 12:46
07/30/19 21:32
7440-41-7 1A
Cadmium
0.71J
ug/L
5.0
0.57
1
07/29/19 12:46
07/30/19 21:32
7440-43-9
Chromium
334
ug/L
50.0
2.0
1
07/29/19 12:46
07/30/19 21:32
7440-47-3
Cobalt
37.8J
ug/L
50.0
1.5
1
07/29/19 12:46
07/30/19 21:32
7440-48-4
Copper
352
ug/L
50.0
0.93
1
07/29/19 12:46
07/30/19 21:32
7440-50-8
Lead
4.4J
ug/L
50.0
0.23
1
07/29/19 12:46
07/30/19 21:32
7439-92-1
Nickel
225J
ug/L
250
1.6
1
07/29/19 12:46
07/30/19 21:32
7440-02-0
Selenium
ND
ug/L
50.0
6.3
1
07/29/19 12:46
07/30/19 21:32
7782-49-2
Silver
ND
ug/L
50.0
1.4
1
07/29/19 12:46
07/30/19 21:32
7440-22-4
Thallium
ND
ug/L
27.5
0.26
1
07/29/19 12:46
07/30/19 21:32
7440-28-0
Vanadium
93.OJ
ug/L
125
3.5
1
07/29/19 12:46
07/30/19 21:32
7440-62-2
Zinc
268
ug/L
50.0
7.7
1
07/29/19 12:46
07/30/19 21:32
7440-66-6
8260D MSV Water, Extend
Analytical
Method: EPA 8260D
Acetone
3300J
ug/L
5000
410
50
07/29/19 12:35
67-64-1
Acrylonitrile
ND
ug/L
10000
125
50
07/29/19 12:35
107-13-1
Benzene
ND
ug/L
50.0
10.0
50
07/29/19 12:35
71-43-2
Bromochloromethane
ND
ug/L
150
25.0
50
07/29/19 12:35
74-97-5
Bromodichloromethane
ND
ug/L
50.0
18.0
50
07/29/19 12:35
75-27-4
Bromoform
ND
ug/L
150
27.5
50
07/29/19 12:35
75-25-2
Bromomethane
ND
ug/L
500
47.5
50
07/29/19 12:35
74-83-9
2-Butanone (MEK)
1940J
ug/L
5000
160
50
07/29/19 12:35
78-93-3
Carbon disulfide
ND
ug/L
5000
39.5
50
07/29/19 12:35
75-15-0
Carbon tetrachloride
ND
ug/L
50.0
21.0
50
07/29/19 12:35
56-23-5 L1
Chlorobenzene
ND
ug/L
150
26.5
50
07/29/19 12:35
108-90-7
Chloroethane
ND
ug/L
500
26.0
50
07/29/19 12:35
75-00-3
Chloroform
ND
ug/L
250
29.0
50
07/29/19 12:35
67-66-3
Chloromethane
ND
ug/L
50.0
19.0
50
07/29/19 12:35
74-87-3
1,2-Dibromo-3-
ND
ug/L
100
27.5
50
07/29/19 12:35
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
150
15.5
50
07/29/19 12:35
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
100
14.0
50
07/29/19 12:35
106-93-4
Dibromomethane
ND
ug/L
500
31.0
50
07/29/19 12:35
74-95-3
1,2-Dichlorobenzene
ND
ug/L
250
24.5
50
07/29/19 12:35
95-50-1
1,4-Dichlorobenzene
ND
ug/L
50.0
29.0
50
07/29/19 12:35
106-46-7
trans-1,4-Dichloro-2-
ND
ug/L
5000
80.0
50
07/29/19 12:35
110-57-6
butene
1,1-Dichloroethane
ND
ug/L
250
20.5
50
07/29/19 12:35
75-34-3
1,2-Dichloroethane
ND
ug/L
50.0
33.5
50
07/29/19 12:35
107-06-2 L1,v1
1,1-Dichloroethene
ND
ug/L
250
36.0
50
07/29/19 12:35
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
250
33.0
50
07/29/19 12:35
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
250
23.0
50
07/29/19 12:35
156-60-5
1,2-Dichloropropane
ND
ug/L
50.0
30.0
50
07/29/19 12:35
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
Sample: 1403-Leachate Lab ID: 2621197001 Collected: 07/24/19 16:45 Received: 07/25/19 08:50 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Water, Extend
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
1,4-Dioxane (p-Dioxane)
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-M ethyl-2-pe n to n o n e
(MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
410.4 COD
Chemical Oxygen
Demand
450OPE Total Phosphorus
Phosphorus
5210B BOD, 5 day
BOD, 5 day
300.0 IC Anions
Nitrite as N
Nitrate as N
Nitrogen, NO2 plus NO3
300.0 IC Anions 28 Days
Sulfate
Date: 08/13/2019 04:25 PM
Analytical Method: EPA 8260D
ND
ug/L
50.0
11.0
50
07/29/1912:35
10061-01-5
ND
ug/L
50.0
15.0
50
07/29/1912:35
10061-02-6
ND
ug/L
25000
1850
50
07/29/1912:35
123-91-1
27.8J
ug/L
50.0
22.5
50
07/29/1912:35
100-41-4
ND
ug/L
2500
44.5
50
07/29/1912:35
591-78-6
ND
ug/L
500
155
50
07/29/1912:35
74-88-4
ND
ug/L
50.0
25.0
50
07/29/1912:35
75-09-2
ND
ug/L
5000
43.0
50
07/29/1912:35
108-10-1
ND
ug/L
50.0
25.0
50
07/29/1912:35
100-42-5
ND
ug/L
250
16.0
50
07/29/1912:35
630-20-6
ND
ug/L
150
26.5
50
07/29/1912:35
79-34-5
ND
ug/L
50.0
39.0
50
07/29/1912:35
127-18-4
17.1J
ug/L
50.0
15.5
50
07/29/1912:35
108-88-3
ND
ug/L
50.0
19.0
50
07/29/1912:35
71-55-6
ND
ug/L
50.0
29.5
50
07/29/1912:35
79-00-5
ND
ug/L
50.0
17.0
50
07/29/1912:35
79-01-6
ND
ug/L
50.0
25.5
50
07/29/1912:35
75-69-4
ND
ug/L
50.0
23.0
50
07/29/1912:35
96-18-4
ND
ug/L
2500
21.0
50
07/29/1912:35
108-05-4
ND
ug/L
50.0
30.0
50
07/29/1912:35
75-01-4
ND
ug/L
250
73.0
50
07/29/1912:35
1330-20-7
119
%.
81-119
50
07/29/1912:35
17060-07-0
105
%.
82-114
50
07/29/1912:35
1868-53-7
98
%.
82-120
50
07/29/1912:35
460-00-4
102
%.
82-109
50
07/29/1912:35
2037-26-5
Analytical
Method:
EPA 410.4 Preparation
Method: EPA 410.4
1770000
ug/L
100000
100000
1 07/31 /19 11:35
07/31 /19 15:08
Analytical
Method:
SM 4500-P Preparation Method: SM 4500-P
6160
ug/L
2000
2000
10 08/12/19 11:55
08/12/19 20:58
7723-14-0
Analytical
Method:
SM 5210B Preparation
Method: SM 521013
313000
ug/L
76200
76200
60 07/25/1916:13
07/30/1911:27
Analytical
Method:
EPA 300.0
6140
ug/L
50.0
11.0
1
07/26/19 09:41
14797-65-0 M1
671
ug/L
50.0
5.0
1
07/26/19 09:41
14797-55-8 M1,R1
6810
ug/L
50.0
12.0
1
07/26/19 09:41
M1
Analytical
Method:
EPA 300.0
839J
ug/L
5000
17.0
1
08/08/19 22:10
14808-79-8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
QC Batch: 32644 Analysis Method: EPA 6020B
QC Batch Method: EPA 3005A Analysis Description: 6020E MET
Associated Lab Samples: 2621197001
METHOD BLANK: 146876
Associated Lab Samples: 2621197001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
Antimony
ug/L
ND
6.0
0.27
07/30/1918:40
Arsenic
ug/L
ND
10.0
0.35
07/30/1918:40
Barium
ug/L
ND
100
0.49
07/30/1918:40
Beryllium
ug/L
ND
1.0
0.074
07/30/1918:40
Cadmium
ug/L
ND
1.0
0.11
07/30/1918:40
Chromium
ug/L
ND
10.0
0.39
07/30/1918:40
Cobalt
ug/L
ND
10.0
0.30
07/30/1918:40
Copper
ug/L
ND
10.0
0.19
07/30/1918:40
Lead
ug/L
ND
10.0
0.046
07/30/1918:40
Nickel
ug/L
ND
50.0
0.31
07/30/1918:40
Selenium
ug/L
ND
10.0
1.3
07/30/1918:40
Silver
ug/L
ND
10.0
0.28
07/30/1918:40
Thallium
ug/L
ND
5.5
0.052
07/30/1918:40
Vanadium
ug/L
ND
25.0
0.71
07/30/1918:40
Zinc
ug/L
5.5J
10.0
1.5
07/30/1918:40
LABORATORY CONTROL SAMPLE:
146877
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Antimony
ug/L
100
103
103
80-120
Arsenic
ug/L
100
97.3
97
80-120
Barium
ug/L
100
98AJ
98
80-120
Beryllium
ug/L
100
95.6
96
80-120
Cadmium
ug/L
100
98.8
99
80-120
Chromium
ug/L
100
97.9
98
80-120
Cobalt
ug/L
100
98.8
99
80-120
Copper
ug/L
100
98.0
98
80-120
Lead
ug/L
100
98.7
99
80-120
Nickel
ug/L
100
97.5
98
80-120
Selenium
ug/L
100
100
100
80-120
Silver
ug/L
100
99.6
100
80-120
Thallium
ug/L
100
98.4
98
80-120
Vanadium
ug/L
100
98.9
99
80-120
Zinc
ug/L
100
103
103
80-120
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC.
Page 7 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project:
Pace Project No.:
Republic Foothills LF NC 1403
2621197
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
146878
146879
MS
MSD
2621230001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Antimony
ug/L
ND
100
100
103
104
103
104
75-125
1
20
Arsenic
ug/L
ND
100
100
96.0
98.1
96
98
75-125
2
20
Barium
ug/L
35.OJ
100
100
133
136
98
101
75-125
2
20
Beryllium
ug/L
ND
100
100
89.9
91.1
90
91
75-125
1
20
Cadmium
ug/L
ND
100
100
98.8
98.7
99
99
75-125
0
20
Chromium
ug/L
0.81J
100
100
97.9
98.4
97
98
75-125
1
20
Cobalt
ug/L
ND
100
100
99.7
98.7
100
99
75-125
1
20
Copper
ug/L
0.43J
100
100
98.7
98.8
98
98
75-125
0
20
Lead
ug/L
ND
100
100
97.5
98.4
97
98
75-125
1
20
Nickel
ug/L
2.2J
100
100
101
100
98
98
75-125
0
20
Selenium
ug/L
ND
100
100
95.0
98.4
95
98
75-125
4
20
Silver
ug/L
ND
100
100
97.9
99.2
98
99
75-125
1
20
Thallium
ug/L
0.058J
100
100
97.9
97.7
98
98
75-125
0
20
Vanadium
ug/L
ND
100
100
99.2
97.6
99
98
75-125
2
20
Zinc
ug/L
5AJ
100
100
108
105
103
100
75-125
3
20
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC.
Page 8 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
QC Batch: 32623 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Water, Extend
Associated Lab Samples: 2621197001
METHOD BLANK: 146828
Associated Lab Samples: 2621197001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
5.0
0.32
07/29/19 11:17
1,1,1-Trichloroethane
ug/L
ND
1.0
0.38
07/29/19 11:17
1,1,2,2-Tetrachloroethane
ug/L
ND
3.0
0.53
07/29/19 11:17
1,1,2-Trichloroethane
ug/L
ND
1.0
0.59
07/29/19 11:17
1,1-Dichloroethane
ug/L
ND
5.0
0.41
07/29/19 11:17
1,1-Dichloroethene
ug/L
ND
5.0
0.72
07/29/19 11:17
1,2,3-Trichloropropane
ug/L
ND
1.0
0.46
07/29/19 11:17
1,2-Dibromo-3-chloropropane
ug/L
ND
2.0
0.55
07/29/19 11:17
1,2-Dibromoethane (EDB)
ug/L
ND
2.0
0.28
07/29/19 11:17
1,2-Dichlorobenzene
ug/L
ND
5.0
0.49
07/29/19 11:17
1,2-Dichloroethane
ug/L
ND
1.0
0.67
07/29/19 11:17
1,2-Dichloropropane
ug/L
ND
1.0
0.60
07/29/19 11:17
1,4-Dichlorobenzene
ug/L
ND
1.0
0.58
07/29/19 11:17
1,4-Dioxane (p-Dioxane)
ug/L
ND
500
37.0
07/29/19 11:17
2-Butanone (MEK)
ug/L
ND
100
3.2
07/29/19 11:17
2-Hexanone
ug/L
ND
50.0
0.89
07/29/19 11:17
4-Methyl-2-pentanone (MIBK)
ug/L
ND
100
0.86
07/29/19 11:17
Acetone
ug/L
ND
100
8.2
07/29/19 11:17
Acrylonitrile
ug/L
ND
200
2.5
07/29/19 11:17
Benzene
ug/L
ND
1.0
0.20
07/29/19 11:17
Bromochloromethane
ug/L
ND
3.0
0.50
07/29/19 11:17
Bromodichloromethane
ug/L
ND
1.0
0.36
07/29/19 11:17
Bromoform
ug/L
ND
3.0
0.55
07/29/19 11:17
Bromomethane
ug/L
ND
10.0
0.95
07/29/19 11:17
Carbon disulfide
ug/L
ND
100
0.79
07/29/19 11:17
Carbon tetrachloride
ug/L
ND
1.0
0.42
07/29/19 11:17
Chlorobenzene
ug/L
ND
3.0
0.53
07/29/19 11:17
Chloroethane
ug/L
ND
10.0
0.52
07/29/19 11:17
Chloroform
ug/L
ND
5.0
0.58
07/29/19 11:17
Chloromethane
ug/L
ND
1.0
0.38
07/29/19 11:17
cis-1,2-Dichloroethene
ug/L
ND
5.0
0.66
07/29/19 11:17
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.22
07/29/19 11:17
Dibromochloromethane
ug/L
ND
3.0
0.31
07/29/19 11:17
Dibromomethane
ug/L
ND
10.0
0.62
07/29/19 11:17
Ethylbenzene
ug/L
ND
1.0
0.45
07/29/19 11:17
lodomethane
ug/L
ND
10.0
3.1
07/29/19 11:17
Methylene Chloride
ug/L
ND
1.0
0.50
07/29/19 11:17
Styrene
ug/L
ND
1.0
0.50
07/29/19 11:17
Tetrachloroethene
ug/L
ND
1.0
0.78
07/29/19 11:17
Toluene
ug/L
ND
1.0
0.31
07/29/19 11:17
trans-1,2-Dichloroethene
ug/L
ND
5.0
0.46
07/29/19 11:17
V1
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
METHOD BLANK: 146828
Associated Lab Samples: 2621197001
Parameter
Units
trans- 1,3-Dichloropropene
ug/L
trans-1,4-Dichloro-2-butene
ug/L
Trichloroethene
ug/L
Trichlorofluoromethane
ug/L
Vinyl acetate
ug/L
Vinyl chloride
ug/L
Xylene (Total)
ug/L
1,2-Dichloroethane-d4 (S)
%.
4-Bromofluorobenzene (S)
%.
Dibromofluoromethane (S)
%.
Toluene-d8 (S)
%.
Parameter
QUALITY CONTROL DATA
Matrix: Water
Blank
Result
Reporting
Limit
ND
1.0
ND
100
ND
1.0
ND
1.0
ND
50.0
ND
1.0
ND
5.0
109
81-119
102
82-120
101
82-114
101
82-109
Spike LCS
Units Conc. Result
MDL Analyzed
0.30
07/29/19 11:17
1.6
07/29/19 11:17
0.34
07/29/19 11:17
0.51
07/29/19 11:17
0.42
07/29/19 11:17
0.60
07/29/19 11:17
1.5
07/29/19 11:17
07/29/19 11:17
07/29/19 11:17
07/29/19 11:17
07/29/19 11:17
Qualifiers
LCS % Rec
% Rec Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
59.1
118
68-137
1,1,1-Trichloroethane
ug/L
50
59.1
118
72-134
1,1,2,2-Tetrachloroethane
ug/L
50
54.2
108
51-158
1,1,2-Trichloroethane
ug/L
50
57.4
115
78-131
1,1-Dichloroethane
ug/L
50
60.4
121
69-151
1,1-Dichloroethene
ug/L
50
51.5
103
64-158
1,2,3-Trichloropropane
ug/L
50
49.5
99
78-133
1,2-Dibromo-3-chloropropane
ug/L
50
52.2
104
58-124
1,2-Dibromoethane (EDB)
ug/L
50
54.3
109
71-134
1,2-Dichlorobenzene
ug/L
50
53.0
106
70-135
1,2-Dichloroethane
ug/L
50
64.9
130
72-129 L1,v1
1,2-Dichloropropane
ug/L
50
54.2
108
64-135
1,4-Dichlorobenzene
ug/L
50
53.2
106
70-131
2-Butanone (MEK)
ug/L
100
102
102
52-143
2-Hexanone
ug/L
100
112
112
61-136
4-Methyl-2-pentanone (MIBK)
ug/L
100
105
105
71-129
Acetone
ug/L
100
99.2J
99
48-224
Acrylonitrile
ug/L
200
216
108
66-154
Benzene
ug/L
50
53.2
106
68-132
Bromochloromethane
ug/L
50
52.7
105
73-133
Bromodichloromethane
ug/L
50
57.0
114
67-121
Bromoform
ug/L
50
58.4
117
57-125
Bromomethane
ug/L
50
54.1
108
35-156
Carbon disulfide
ug/L
100
101
101
47-141
Carbon tetrachloride
ug/L
50
62.2
124
66-122 L1
Chlorobenzene
ug/L
50
54.9
110
71-126
Chloroethane
ug/L
50
48.3
97
43-143
Chloroform
ug/L
50
58.2
116
71-136
Chloromethane
ug/L
50
52.1
104
47-123
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 21

Pace Analytical Services, LLC
aceAnalXica! � 110 Technology Parkway
Peachtree Corners, GA 30092
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
LABORATORY CONTROL SAMPLE:
Parameter
146829
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
cis-1,2-Dichloroethene
ug/L
50
55.4
111
74-131
cis-1,3-Dichloropropene
ug/L
50
53.8
108
78-120
Dibromochloromethane
ug/L
50
56.4
113
65-115
Dibromomethane
ug/L
50
57.6
115
79-129
Ethylbenzene
ug/L
50
57.1
114
68-129
lodomethane
ug/L
100
111
111
49-154
Methylene Chloride
ug/L
50
50.3
101
61-147
Styrene
ug/L
50
54.8
110
77-128
Tetrachloroethene
ug/L
50
51.8
104
51-139
Toluene
ug/L
50
54.3
109
60-133
trans-1,2-Dichloroethene
ug/L
50
54.8
110
69-144
trans- 1,3-Dichloropropene
ug/L
50
53.2
106
74-128
trans-1,4-Dichloro-2-butene
ug/L
100
112
112
61-139
Trichloroethene
ug/L
50
47.8
96
73-126
Trichlorofluoromethane
ug/L
50
63.4
127
55-132
Vinyl acetate
ug/L
50
44.1J
88
52-141
Vinyl chloride
ug/L
50
49.8
100
50-133
Xylene (Total)
ug/L
150
180
120
78-132
1,2-Dichloroethane-d4 (S)
%.
114
81-119
4-Bromofluorobenzene (S)
%.
104
82-120
Dibromofluoromethane (S)
%.
115
82-114 SO
Toluene-d8 (S)
%.
100
82-109
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 146830
MS
2621193001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
146831
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
2500
2500
1840
1390
73
56
68-137
27
11 M1,R1
1,1,1-Trichloroethane
ug/L
ND
2500
2500
2220
1720
89
69
66-142
25
11 R1
1,1,2,2-Tetrachloroethane
ug/L
ND
2500
2500
1650
1260
66
51
39-171
26
13 R1
1,1,2-Trichloroethane
ug/L
ND
2500
2500
1960
1450
78
58
73-136
30
12 M1,R1
1,1-Dichloroethane
ug/L
ND
2500
2500
2060
1560
82
63
66-155
27
15 M1,R1
1,1-Dichloroethene
ug/L
ND
2500
2500
1950
1580
78
63
33-181
21
34
1,2,3-Trichloropropane
ug/L
ND
2500
2500
1490
1130
60
45
78-133
27
14 M1,R1
1,2-Dibromo-3-
ug/L
ND
2500
2500
1620
1200
65
48
58-124
30
15 M1,R1
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
2500
2500
1900
1390
76
55
71-134
31
12 M1,R1
1,2-Dichlorobenzene
ug/L
ND
2500
2500
1600
1200
64
48
69-135
29
10 M1,R1
1,2-Dichloroethane
ug/L
ND
2500
2500
1990
1620
80
65
36-159
21
10 R1,v1
1,2-Dichloropropane
ug/L
ND
2500
2500
1820
1390
72
55
68-132
27
11 M1,R1
1,4-Dichlorobenzene
ug/L
ND
2500
2500
1570
1250
63
50
49-153
23
9 R1
2-Butanone (MEK)
ug/L
1690J
5000
5000
7690
6200
120
90
10-189
21
23
2-Hexanone
ug/L
ND
5000
5000
5740
3870
115
77
40-135
39
18 R1
4-Methyl-2-pentanone
ug/L
1951
5000
5000
4260J
2870J
81
54
30-177
39
10 R1
(MIBK)
Acetone
ug/L
2840J
5000
5000
9780
7790
139
99
44-223
23
14 R1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result
Date: 08/13/2019 04:25 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 11 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 146830
MS
2621193001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
146831
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
Acrylonitrile
ug/L
ND
10000
10000
7410J
5580J
74
56
13-189
28
12 R1
Benzene
ug/L
ND
2500
2500
1840
1420
73
57
66-139
25
10 M1,R1
Bromochloromethane
ug/L
ND
2500
2500
1630
1280
65
51
73-133
24
13 M1,R1
Bromodichloromethane
ug/L
ND
2500
2500
1920
1340
77
54
57-120
35
13 M1,R1
Bromoform
ug/L
ND
2500
2500
1650
1290
66
52
48-128
24
13 R1
Bromomethane
ug/L
ND
2500
2500
1790
1510
72
60
10-187
17
32
Carbon disulfide
ug/L
ND
5000
5000
3780J
2950J
76
59
47-141
24
322
Carbon tetrachloride
ug/L
ND
2500
2500
2370
1900
95
76
58-127
22
14 R1
Chlorobenzene
ug/L
ND
2500
2500
1800
1360
72
54
63-137
28
10 M1,R1
Chloroethane
ug/L
ND
2500
2500
1750
1430
70
57
52-146
20
16 R1
Chloroform
ug/L
ND
2500
2500
1950
1470
78
59
74-137
28
9 M1,R1
Chloromethane
ug/L
ND
2500
2500
1950
1530
78
61
41-127
24
10 R1
cis-1,2-Dichloroethene
ug/L
ND
2500
2500
1860
1430
74
57
71-138
26
16 M1,R1
cis-1,3-Dichloropropene
ug/L
ND
2500
2500
1740
1280
70
51
32-145
30
12 R1
Dibromochloromethane
ug/L
ND
2500
2500
1780
1310
71
52
52-116
30
13 R1
Dibromomethane
ug/L
ND
2500
2500
1810
1440
72
57
79-129
23
14 M1,R1
Ethylbenzene
ug/L
ND
2500
2500
1970
1430
79
57
31-174
32
10 R1
lodomethane
ug/L
ND
5000
5000
3640
2930
73
59
49-154
22
30
Methylene Chloride
ug/L
ND
2500
2500
1660
1380
66
55
61-146
19
15 M1,R1
Styrene
ug/L
ND
2500
2500
1750
1240
70
50
77-128
34
14 M1,R1
Tetrachloroethene
ug/L
ND
2500
2500
1990
1540
80
62
36-155
25
14 R1
Toluene
ug/L
ND
2500
2500
1960
1430
78
57
52-146
31
11 R1
trans-1,2-Dichloroethene
ug/L
ND
2500
2500
1910
1540
77
61
61-152
22
14 R1
trans-1,3-Dichloropropene
ug/L
ND
2500
2500
1650
1220
66
49
37-146
30
12 R1
trans-1,4-Dichloro-2-butene
ug/L
ND
5000
5000
3130J
2430J
63
49
61-139
25
12 M1,R1
Trichloroethene
ug/L
ND
2500
2500
1720
1350
69
54
61-141
24
12 M1,R1
Trichlorofluoromethane
ug/L
ND
2500
2500
2870
2220
115
89
51-141
26
13 R1
Vinyl acetate
ug/L
ND
2500
2500
1700J
1230J
68
49
52-141
32
14 M1,R1
Vinyl chloride
ug/L
ND
2500
2500
2130
1630
85
65
22-156
27
26 R1
Xylene (Total)
ug/L
ND
7500
7500
5970
4450
80
59
78-132
29
7 IRS
1,2-Dichloroethane-d4 (S)
%.
116
114
81-119
4-Bromofluorobenzene (S)
%.
102
101
82-120
Dibromofluoromethane (S)
%.
106
110
82-114
Toluene-d8 (S)
%.
102
100
82-109
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC.
Page 12 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
QC Batch: 32784
Analysis Method:
EPA 410.4
QC Batch Method: EPA 410.4
Analysis Description:
410.4 COD
Associated Lab Samples: 2621197001
METHOD BLANK: 147403
Matrix: Water
Associated Lab Samples: 2621197001
Blank Reporting
Parameter
Units
Result Limit
MDL
Analyzed
Qualifiers
Chemical Oxygen Demand
ug/L
ND 10000 10000 07/31/19 15:01
LABORATORY CONTROL SAMPLE:
147404
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
Chemical Oxygen Demand
ug/L
200000 184000
92
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
147405 147406
MS MSD
2621241002
Spike Spike MS
MSD
MS MSD
% Rec
Max
Parameter Units
Result
Conc. Conc. Result
Result
% Rec % Rec
Limits RPD
RPD Qual
Chemical Oxygen Demand ug/L
17.6 mg/L
200000 200000 234000
237000
108 110
90-110 1
10
MATRIX SPIKE SAMPLE:
147407
2621256001 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits
Qualifiers
Chemical Oxygen Demand
ug/L
ND 200000
186000
93
90-110
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
QC Batch: 33379
Analysis Method:
SM 4500-P
QC Batch Method: SM 4500-P
Analysis Description:
450OPE Total
Phosphorus
Associated Lab Samples: 2621197001
METHOD BLANK: 150161
Matrix: Water
Associated Lab Samples: 2621197001
Blank Reporting
Parameter
Units
Result Limit
MDL
Analyzed Qualifiers
Phosphorus
ug/L
ND 20.0
20.0 08/12/19 20:56
LABORATORY CONTROL SAMPLE: 150162
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
Phosphorus
ug/L
100 102
102
89-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 150163 150164
MS MSD
2621422002
Spike Spike MS
MSD
MS MSD % Rec Max
Parameter Units
Result
Conc. Conc. Result
Result
% Rec % Rec Limits RPD RPD Qual
Phosphorus ug/L
0.51 mg/L
1000 1000 1510
1520
99 101 73-117 1 19
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC.
Page 14 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
QC Batch: 32469
Analysis Method: SM 5210B
QC Batch Method: SM 5210B
Analysis Description: 5210E BOD, 5 day
Associated Lab Samples: 2621197001
METHOD BLANK: 146004
Matrix: Water
Associated Lab Samples: 2621197001
Blank Reporting
Parameter
Units
Result Limit MDL Analyzed Qualifiers
BOD, 5 day
ug/L
ND 2000 2000 07/30/19 10:31
LABORATORY CONTROL SAMPLE: 146006
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
BOD, 5 day
ug/L
198000 172000 87 85-115
SAMPLE DUPLICATE: 146079
2621196001 Dup Max
Parameter
Units
Result Result RPD RPD Qualifiers
BOD, 5 day
ug/L
138 mg/L 123000 11 20
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
QC Batch: 32502 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 2621197001
METHOD BLANK: 146154
Matrix:
Water
Associated Lab Samples: 2621197001
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
Nitrate as N
ug/L
ND
50.0
5.0 07/26/19 08:57
Nitrite as N
ug/L
ND
50.0
11.0 07/26/19 08:57
Nitrogen, NO2 plus NO3
ug/L
ND
50.0
12.0 07/26/19 08:57
LABORATORY CONTROL SAMPLE:
146155
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Nitrate as N
ug/L
10000
9910
99
90-110
Nitrite as N
ug/L
10000
9520
95
90-110
Nitrogen, NO2 plus NO3
ug/L
20000
19400
97
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 146156
146157
MS
MSD
2621197001
Spike
Spike
MS
MSD MS
MSD % Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result % Rec
% Rec Limits
RPD RPD Qual
Nitrate as N
ug/L
671
10000
10000
538
409 -1
-3 90-110
27 15 M1,R1
Nitrite as N
ug/L
6140
10000
10000
17500
16700 114
105 90-110
5 15 M1
Nitrogen, NO2 plus NO3
ug/L
6810
20000
20000
18000
17100 56
51 90-110
6 15 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC.
Page 16 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
QC Batch: 33232
Analysis Method:
EPA 300.0
QC Batch Method: EPA 300.0
Analysis Description:
300.0 IC Anions
Associated Lab Samples: 2621197001
METHOD BLANK: 149411
Matrix: Water
Associated Lab Samples: 2621197001
Blank Reporting
Parameter Units
Result Limit
MDL
Analyzed
Qualifiers
Sulfate ug/L
41.OJ 5000
17.0 08/08/1919:24
LABORATORY CONTROL SAMPLE: 149412
Spike LCS
LCS
% Rec
Parameter Units
Conc. Result
% Rec
Limits
Qualifiers
Sulfate ug/L
10000 10700
107
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 149517
149518
MS MSD
2621163001
Spike Spike MS
MSD
MS MSD
% Rec
Max
Parameter Units Result
Conc. Conc. Result
Result
% Rec % Rec
Limits RPD
RPD Qual
Sulfate ug/L ND
10000 10000 11300
11300
-334 -334
90-110 0
15
MATRIX SPIKE SAMPLE: 149519
2621436001 Spike
MS
MS
% Rec
Parameter Units
Result Conc.
Result
% Rec
Limits
Qualifiers
Sulfate ug/L
ND 10000
11600
49
90-110 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 21

Pace Analytical Services, LLC
aceAnalXica! � 110 Technology Parkway
Peachtree Corners, GA 30092
www.pacelabs.com [phone]
QUALIFIERS
Project: Republic Foothills LF NC 1403
Pace Project No.: 2621197
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
1A All analytes in the sample were diluted due to the presence of high levels of non -target analytes resulting in elevated
reporting limits. The non -diluted sample was not run due to the extract's physical characteristics.
L1 Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated
samples may be biased high.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
R1 RPD value was outside control limits.
RS The RPD value in one of the constituent analytes was outside the control limits.
SO Surrogate recovery outside laboratory control limits.
v1 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the
associated samples may have a high bias.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 08/13/2019 04:25 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 21

aceAnalXical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
Republic Foothills LF NC 1403
2621197
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
2621197001
1403-Leachate
EPA 3005A
32644
EPA 6020B
32657
2621197001
1403-Leachate
EPA 8260D
32623
2621197001
1403-Leachate
EPA 410.4
32784
EPA 410.4
32797
2621197001
1403-Leachate
SM 4500-P
33379
SM 4500-P
33397
2621197001
1403-Leachate
SM 5210B
32469
SM 5210B
32700
2621197001
1403-Leachate
EPA 300.0
32502
2621197001
1403-Leachate
EPA 300.0
33232
Date: 08/13/2019 04:25 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 19 of 21

U
t0 c
V' N
Z
U Zo ¢ w
~
U
F
0. w Nc n o
¢ "! O :6 c
w
5O
¢
0
���,zoo��
zzz
���
o3o�ax
O
wx xx vi
cncntn¢�a
z
W Nch vv>cn r
X
Q U�O¢�a
O
Q
-
U
x
z
O
to
U) U
w¢ w
_
im
w
w
a gg�
< 3
O¢3WQ
o
a
a
xj z>_W ao�ww LL
z c°°�oH
Yd
-
z
¢
c¢aD
N
Q EL ¢Ucn0
0�0(1)cn
w
•
MO
a ¢(9 >tnp
�.�
m -0 zOrtmww -►
c-
�^
_ N
=N
0
>
09Z8 AS 3 W)(014-V t
X
Z
a
M
31v=nns
X
o
w..:
w 'N
o
U -
w q
a
N
smOHdSOHd
X
o r
o
LU
N
AXON) 3112i11N -3-LVHJ-IN
X
Q
uj o
w
a
n-
M
31WilN `31V/ WN
X
a
0 m
}
a
N
d0O
X
- o
8
a-
co
QO8
X
AEL
Cn o U_
SlV-L3W -1 XIaN3ddV
X
}
}
>
109Z8
AS OOA - I XIdN3ddV
X
z° N
w
co LL
0w
U c
2
C7-►
pw
CY
�
00zHQ-zww0
i0
�
�
cn �iS
ff
a
aCV1
a Q
z
0
Qc!,
U.
C
U
Q O
a
LL
U
Z
W
O
wwL
w
1
--
CL
Chi
.
v
0a
V
cvi
a
¢
¢
J
oD
O
c�aam
X
Q
a
a
w
m
Z
z
0o2a
p W
z°
x.
U
0
J
L
N
J
I
w
LU
F
W- ~
i'
p
�
F
o�
=
W
IT
O
z
z
ELIzQ
O C
O
O
l�
`7►
(n
ca
ru zQ
Lii, W
06
Cl)
a
aI--<
'
~W
U
U
az
O
w
0
gcl
ilL
Q~
O
¢
O
w
?
m 0
m m
a z
z
w
w
' W
w
c�c
W V
>
V
w
a
�
2 0
U
2
f
U
U
a
x
a
a
cnm
w rwr
^-

WO#:2621197�
Client Name: LAgi;( SCorv'/U-r'
Courier: Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ Commercial ❑ Pace Other
Tracking #:
Custody Seal on Cooler/Box Present: ❑ yes no Seals intact: ❑ yes
Packing Material: ❑ Bubble Wrap u ble Bags ❑ None ❑ Other
r
Thermometer Used Type of Ice: &eV Blue None
Cooler Temperature t f QL Biological Tissue is Frozen: Yes No
f
Temp should be above freezing to VC Comments:
pM: BM Due Date:
CLIENT: Republic -NC
❑ no
-
PruJ�7ue
❑ Samples on ice, cooling process has
Date and Initiiats f,pershn exai
Chain of Custody Present:
130re*s70No
❑N/A
1.
Chain of Custody Filled Out:
es
ON
ON/A
2.
Chain of Custody Relinquished:
,�
Z24.
❑No
❑N/A
3.
Sampler Name & Signature on COC:
✓dyes
❑No
❑N/A
4.
Samples Arrived within Hold Time:
Yes
❑No
❑N/A
5.
Short Hold Time Analysis (<72hr):
er.--'❑No
❑N/A
6.
Rush Turn Around Time Requested:
Dyes
o
❑N/A
7.
Sufficient Volume:
L3eONo
ON/A
8.
Correct Containers Used:
-Pace Containers Used:
E4Ws'
9A<
ONo
ONo
❑N/A
❑N/A
g.
I
Containers Intact:
es
ONo
❑N/A
10.
Filtered volume received for Dissolved tests
OYes
ONo .2
/A
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:
es
No
❑N/A
12,
All containers needing preservation have been checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: VO colifonn, TOC, O&G. WI-DRO (water)
� ONo ❑N/A
❑Yes to ❑NIA
Q41s QNo
13. P s (N �1
5 ��f��
Initial when /'
completed (. � [fi
Lot p of added
preservative 'f #40
Samples checked for dechlorination:
❑Yes
ONo
04
14.
Headspace in VOA Vials ( >6mm):
❑Yes
o❑N/A
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # (if purchased):
❑Yes
❑Yes
2ITo'❑N/A
ONo /A
16.
Client Notification/ Resolution:
Person Contacted:
Comments/ Resolution:
Project Manager Review:
Date/Time:
Field Data Required? Y / N
Date:
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i.e out of hold, incorrect preservative, out of temp, incorrect containers)
Pagi 21 of 21
F-ALLC003rev.3, 1

FOOTHILLS LANDFILL
JULY 2452019
DEPTH
TO
RISER
WATER
SAMPLE
WATER
ELEV.
ELEV.
1D #
(FT.)
(FT.) *
(FT.) *
MW-1 R2
14.79
1516.22
1561.43
MW-2R
46.91
1253.36
1206.45
MW-3
50.45
1241.95
1191.56
MW-3R
56.69
1242.69
1186.66
MW-3R2
36.59
1240.83
1264.24
MW-4
42.44
1171.18
1128.74
MW-5
46.98
1175.07
1128.09
MW-6
44.68
1176.82
1136.14
MW-7
28.28
1183.13
1154.93
MW-8
28.42
1195.18
1166.76
MW-9
67.59
1298.79
1223.26
MW-1 Q
77.38
1358.53
1281.23
MW-11
82.31
1401.71
1319.46
* FROM THE TOP OF RISER

SITE NAME: FOOTHILLS LF
POINT ID: FIELD BLANK
LOCATION! LENOIR, NORTH CAROLINA
SAMPLE MATRIX: ❑FIONIZE❑ WATER
EV&CUATION INFORMATION
INITIA TER LEVEL {FT}
ELEV., MEAS. PT. (M
DATE
METHOD OF EVACUATION:
[ ) PVC BAILER { ) S.S. BAILER
{ } S.S. BAILER { ) QED PUMP
WELL RISER DIAMETER (IN.): { ) 2
ONE (1) RISER VOLUME (GAL)
TOTAL VOL. EVACUATED (GAL)
TURBIDITY OF PURGINGS: START
EVACUATION STABILIZATION DATA
LAB SAMPLE I PROJECT #:
{ } GRUNDFOS
{ ) OTHER
( } 3 ( ) 4
ES&S- R.CHIODO
NA
DEPTH TO BOTTOM (FT)
ELEVATION, GIW (MSL):
TIME. START/FINISH I
EVACUATION EQUIPMENT DEDICATED:
mpl ( ) YES ( ) NO
( ) s () oTH
WAS WELL PURGED TO ❑RYN
WATER LEVEL END PURGE
FINISH
YES( ) NO
TIME
PURGE RATE
DTW
FT
CUMULATIVE
VOLUME
TEMP.
(C
pH
Std.Units}
CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh mV
SAMPLING INFORMATION
DATE I TIME 7- a(A - N 110., 0 1
METHOD OF SAMPLING:
{ } PVC BAILER { } S.S. BAILER
( ) S.S. BAILER { } QED PUMP
SAMPLING FIELD MEASUREMENT DATA
DEPTH TO GROUNDWATER (FT) NA
SAMPLING EQUIPMENT DEDICATED:
[ ) GRUNDFOS PUMP ( ) YES
( ) OTHER { } NO
TIME
pH
(Std Units)
TEMP.
(C
CONDUCT.
(umhoslcm)
TURBIDITY
{NTU)
OTHER
eh mV
❑ISS.OXY,
(PPM
OTHER
NA
NA
NA
NA
NA
NA
NA
NA
GENERAL INFORMATION .� F
WEATHER CONDITIONS AT TIME ❑F SAMPLING. S[.t Nr3y
SAMPLE CHARACTERISTICS: C (LAZ
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER T

FOOTHILLS LF
POINT ID: TRIP BLANK
SITE NAME
LOCATION:
LENOIR, NORTH CAROLINA
TRIX: DEIONIZE❑ WATER
EVACUATION INF TION
INITIAL WATER LEVEL (F
ELEV., MEAS. PT. (MSL):
DATE
METHOD OF EVACUATION:
{ } PVC BAILER ( } S.S. BAILER
} S.S. BAILER ( } QED PUMP
WELL RISER DIAMETER (IN.): { } 2
ONE (1) RISER VOLUME (GAL)
TOTAL VOL. EVACUATED (GAL)
TURBIDITY OF PURGINGS: START
996CUATION STABILIZATION DATA
LAB SAMPLE I PROJECT #:
DEPTH TO BOTTOM (FT)
ELEVATION, GIW (MSL):
TIME: START/FINISH
EVACUATION E�
GRUNDFOS PUMP } YES
[ } OTHER
{ } 3 ( ) 4 { } 6 ( } OTHER
WAS WELL PURGED TO DRYNE )YES( ) NO
WATER LEVEL END PURGE (FT
FINISH
E S & S - R.CHIODO
NA
1
IPMENT DEI
( ) NO
TIME
P TE
mlhtz)
DTW
I CUMULATIVE
VOLUME
TEMP.
C
pH
Std.Units)
CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh (mV
SAMPLING INFORMATION
DATE/ TIME '7-2�4-lq / 10 ,D3
METHOD OF SAMPLING:
( } PVC BAILER { } S.S. BAILER
( } S.S. BAILER ( } QED PUMP
SAMPLING FIELD MEASUREMENT DATA
DEPTH TO GROUNDWATER (FT) NA
SAMPLING EQUIPMENT DEDICATED:
{ ) GRUNDFOS PUMP { } YES
( } OTHER ( } NO
TIME
pH
Std.Units)
TEMP.
C
CONDUCT.
(umhoslcm)
TURBIDITY
{NTU}
OTHER
eh (mV)
DISS.OXY.
(PPM)
OTHER
)
NA
NA
NA
NA
NA
NA
NA
NA
GENERAL. INFORMATION DF
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS- G
COMMENTS: VOA ONLY
SAMPLE COLLECTION NUMBER '�

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: SURFACE WATER
EVACIJATION INFORMATION
INITIAL LEVEL {FEET} NA
ELEVATION, MEAS.PT,( NA
DATE
METHOD OF EVACUATION:
POINT ID: Sw - 1
FIELD REPRESENTATIVE; E S & S - B,CHIODO
LAB SAMPLE J PROJECT M NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, GM! (MSL): NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED:
( ) PVC BAILER ( ) WELL WIZARD ( ) CONTIN ( ) YES ( ) NO
( ) S.S. BAILER ( ) GRUNDFOS PUMP PUMPING WELL
WELL RISER DIAMETER (IN.): ( ) 2 { } 4 { ) 6 ( ) OTHER
ONE (1) RISER VOLUME {GAL} WAS WELL PURGED TO DRY
TOTAL VOLUME EVACUATED (GAL) WATER LEVEL AFTER PURGE (FT.)
TURBIDITY OF PURGINGS : START FINISH
EVACUATION STABILIZATION DATA
( ) YES ( )NO
TIME
PURGE RATE
mlhtz
CU
VOLUME
TEMP.
C
pH
Std.Units
SPEC. CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh mV
NA
Q
NA
NA
NA
SAMPLING INFORMATION
DATE/TIME '7- 2 4 -19 1 rl 0 ' 10 WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED;
{ } PVC BAILER ( ) WELL WIZARD { } WATERRA PUMP (X) YES
{ } S.S. BAILER [ } GRUNDFOS PUMP (X) DIP BOTTLE [ } NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
Std.Units
SPEC. CONDUCT.
umhoslem
TEMP.
C
TURBIDITY
NTU
REDOX
eh (mV)PPM
DISS.OXY.
OTHER
to"l
-7.o-A
(0.9
23.E
2.1u
-y.1z
s.l�
NA
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING: L[ $Q
SAMPLE CHARACTERISTICS: c A,­3
COMMENTS: APPENDIX I LIST
•C1��
SAMPLE COLLECTION NUMBER 3

SITE NAME FOOTHILLS LF
POINT ID: mw - 8
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV E S & S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE/ PROJECT #: NA
EVACUATION INFORMATION a
INITIAL WATER LEVEL (FT): 2 DEPTH TO BOTTOM (FT): 1�
ELEV., MEAS. PT. (MSL): ell 5 ELEVATION, GIW (MSL):
DATE '7- 29 -1 9 TIME: START/FINISH- ! 0 ' 1
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
{ } PVC SAILER ( ) S.S. BAILER ( } GRUNDFOS PUMP (X) YES ( } NO
{ } S.S. BAILER (X ) QED WW PUMP ( } OTHER
WELL RISER DIAMETER {IN.}: (X ) 2 ( } 3 { } 4 ( } 6 ( } OTHER
ONE (1 ) RISER VOLUME (GAL) 3,38 WAS WELL PURGED TO DRYNESS { } YES (X ) NO
TOTAL VOL. EVACUATED (GAL) oo WATER LEVEL END PURGE (FT)
TURBIDITY OF PURGINGS: START C LZAI- FINISH C uSAP-
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
ML I MIN
DTW
F7
CUMUL.
VOL (GAL)
TEMP.
C)
pH
Std.Units
CONDUCT.
umhoslcm)
TURBIDITY
(NTU)
REDOX
eh mV
D.O.
MGIL
io1-207
250
�VKL
0
(`- 1
5-,�`7
133.9
31.-Po
i-a/
(0',33
250
,SZ
0.25
I,9i[o
5-170
(31,(e
(`f,3o
-P—M
to :37
1 250
1�slj
0.50
r!k.y
5 ,70
13-.5
.3Z
+75,5
J .d2-
)a'• t[ 1
250
zfr sy
0.75
t �-. Z
S.7 1
1303
7 12
t79 0
0g1
l o' 4 s
250
28:sy
1.00
IS-.3
5-.7 E
-k 2.
+7y, g
1:,9S'
(o:y5
250
2*- 5,lf
1.25
r fr- 3
57, S'o
t2--7,9
�. i,
+73, S
I_97
I o-. S 3
250
.5y
1.50
5.$ 2
127 k
G, 1 D
73, 1
(. 9 3
10"5-7
250
rr. sS
1,75
2
127. 7
6.01
+73. v
0 z
ll:a 1
250
2 9..sS
2.00
lG--Y
5-.'93
1P-7,-7
6.o8
+7P-7
j_` Z
25e
=5
SAMPLING INFORMATION
DATE I TIME � - 'zsI -1 1 O DEPTH TO GROUNDWATER (FT) , S-• 5J
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED.
( } PVC BAILER ( ) S.S. BAILER { } GRUNDFOS PUMP (X) YES
( } S.S. BAILER (X) QED WW PUMP ( } OTHER ( } NO
GENERAL INFORMATION n F
WEATHER CONDITIONS AT TIME OF SAMPLING: �t,{ N l4 y
SAMPLE CHARACTER ISTfCS: ClrrR--
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER 44

SITE NAME FOOTHILLS LF
POINT ID: 11t~IW - 7
LOCATION: LENOIR, NORTH CAROLINA
FIELD REPRESENTATIV E S & S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE l PROJECT #:
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)-
ELEV., MEAS. PT. (MSL):
DATE '1-24-19
NA
DEPTH TO BOTTOM (FT): 1-3
ELEVATION, G1W {MSL}: .413
TIME: STARTIFINISH I' 1-7 1 [ 1 Ll 9
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER [ ) GRUNDFOS PUMP (X) YES { } NO
{ } S.S. BAILER (X) QED WW PUMP { } OTHER
WELL RISER DIAMETER (IN.): (X) 2 { } 3 { ) 4 { ) 6 ( } OTHER
ONE (1) RISER VOLUME (GAL) 1.9 1 WAS WELL PURGED TO DRYNESS ( } YES (X) NO
TOTAL VOL. EVACUATED {GAL} -� . 00 WATER LEVEL END PURGE (FT) 5-- 3L
TURBIDITY OF PURGINGS: START CAf� FINISH C UZA R--
EVACUATION STABILIZATION DATA
1183. 13
TIME
PURGE RATE
ML 1 MIN
DTW
FT
CUMUL.
VOL (GAL)
TEMP,
C
pH
Std.Units)
CONDUCT.
(umhoslcm)
TURBIDITY
(NTU)
REDOX
eh mV
D.O.
MGIL
11:1-7
250
29 z-1
0
j Fr, q
5-, ( (
l O o . y
41,59
+ 92.3
.� , 3 2
1 l .1 1
250
8-31
0.25
1 g-.
-5'. 7 0
l D 2. 1
$, i 3
+-;g. (
S. 2-?
i.2.5
250
2'31
0.50
!fr.
S-,-72-
)02.5
7,0(,
f-79-Z
S:ZY
I 2A
250
113
0.75
1-1zi
t ,73
/oF.9
6.92
+'77.9
5.23
11.33
250
2,s.33
1.00
Is-,)
5.8 q
)03.57
6.39
� 72. 1
5.20
250
U-35
1.25
1 �-- 3
5` el
103,1
3 Z
t69. 2
f t7
250
25:3j
1.50
IS-3
5-,69
103.9
(A.3Y
+0. 1
S.17
1 I" `f 5
250
2f 3I-
1.75
ra-'s
S.90
1 o H- O
(0.31
9
5'.1 U
250
2fr.3G
2.00
s
5-.90
10y,0
6.;:Z9
4-a9
S.1 (s
SAMPLING INFORMATION }
DATE 1 TIME 9 ' 21 - 1 ! q 19 DEPTH TO GROUNDWATER (FT) �2 �• 3�
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED -
PVC BAILER ( ) S.S. BAILER [ } GRUNDFOS PUMP (X) YES
{ } S.S. BAILER (X) QED WW PUMP { } OTHER ( } NO
GENERAL INFORMATION 0 r
WEATHER CONDITIONS AT TIME OF SAMPLING: SL4 �ljO-J
SAMPLE CHARACTERISTICS: t =-Ae
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER 57

SITE NAME: FOOTHILLS LF
POINT ID: UD - 2
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX:
UNDERDRAIN WATER
INITIAL WA VEL {FEET} NA
ELEVATION, MEAS.PT.(MSL): NA
DATE
METHOD OF EVACUATION:
FIELD REPRESENTATIVE: E S & S - B.CHIODD
LAB SAMPLE/ PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, GIW {MSL}: NA
TIME: START/FINISH !
EVACUATION EQUIPMENT DEDICATED:
( j PVC BAILER { } WELL WIZARD { ) CONTINUOUS { j YES { j NO
{ } S.S. BAILER { } GRUNDFOS PUMP PUMPING WELL
WELL RISER DIAMETER (IN.): ( ) 2 { } 4 { } 5 ( ) OTHER _
ONE (1) RISER VOLUME {GAL} WAS WELL PURGED TO DRYNESS
TOTAL VOLUME EVACUATED (GAL) WATER LEVEL AFTER PURGE (FT.)
TURBIDITY OF PURGINGS : START FINISH
EVACUATION STABILIZATION DATA
( ) NO
TIME
PURGE RATE
mlhtZ
CU
VOLUME
TEMP.
C
pH
Sd.Units)
SPEC, CONDUCT.
umhoslcm
TURBIDITY
(NTU)
OTHER
eh mV
NA
4
NA
NA
NA
SAMPLING INFORMATION
DATE I TIME-2y - 19 I WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ j PVC BAILER ( ) WELL WIZARD [ } WATERRA PUMP (X) YES
[ ) S.S. BAILER ( ) GRUNDFOS PUMP (X ) DIP BOTTLE { } NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
Std.Units
SPEC. CONDUCT,
umhoslcm
TEMP.
C
TURBIDITY
NTU
REDOX
eh mV
DISS.OXY.
PPM
OTHER
12:�-7
SlD
I B(. �z
;Z3.9
To
4-005:2
,5,32,
NA
GENERAL INFORMATION F
WEATHER CONDITIONS AT TIME OF SAMPLING; fA t%JN!2
SAMPLE CHARACTERISTICS: C L5::Afz—
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER G

POINT ID: MW - 6
SITE NAME FOOTHILLS LF
FIELD REPRESENTATIV
LAB SAMPLE/ PROJECT #:
E S & S - B.CHIODO
NA
DEPTH TO BOTTOM (FT): S0. _5-S
ELEVATION, G!W (MSL}: 1 13(. I q
TIME: START/FINISH 1 ; � (a 1
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
( } PVC BAILER ( ) S.S. BAILER ( } GRUNDFOS PUMP (X) YES ( } NO
( } S.S. BAILER (X) QED WW PUMP { } OTHER
WELL RISER DIAMETER (IN.). (X) 2 ( } 3 ( ) 4 { } 6 { } OTHER
ONE (1) RISER VOLUME (GAL) 1.58 WAS WELL PURGED TO DRYNESS ( } YES (X) NO
TOTAL VOL. EVACUATED (GAL) -_ 00 WATER LEVEL END PURGE (FT)
TURBIDITY OF PURGINGS: START C UAE- FINISH C LFAJF-
EVACUATION STABILIZATION DATA
i
1 l 9 6. S2
TIME
PURGE RATE
ML 1 MIN
DTW
FT
CUMUL.
VOL {GAL}
TEMP.
(C
pH
Std.Units
CONDUCT,
(umhvslcm
TURBIDITY
NTU
REDOX
eh (mV)
D.O.
(MGIL
250
YoGS
0
'20. o
5•5<
1RZ O
V
+A'.1j
Q.0C
12-. 3v
250
.7L
0.25
M.7
-57, Z
1--1 k
9. 1m
+90. 1
f,98
12,;31
250
(fa.7'7
0.50
163.5
5:50
177.
11.10
4-10.�
1 z'. 387
250
qa7e
0.75
113
5, cf 7
1-7 7 1
' j . 35
+11? ­7
12.,Kz
250
y4,19
1.00
I13.1
.5; L17
179-.I
8.95-
+1.7.F
1.9S
12- `,1 L
250
Vo,7t
1.25
l ` ' O
S. 9>
3
�: (a8
4'73. L,
l Z', 5o
250
go4o
1.50
o
S ,qS
Qk S-
(oo
-1-f')3. 7
r<9 o
12,s-f
250
g04D
1.75
5.YK
17$ 6
tl, (c Z
`�3,&
00
Iz' sus
250
yo.&o
2.00
9.o
S: Nw
1-7r G
e. 5`1
4�9
I.go
SAMPLING INFORMATION
DATE ITIME ']- 2q-19
METHOD OF SAMPLING:
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX:
GROUNDWATER
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)_
ELEV., MEAS. PT. (MSL):
r
DATE 1► 2 W - 19
DEPTH TO GROUNDWATER (FT) 90. 90
SAMPLING EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER ( ) GRUNDFOS PUMP (X) YES
{ } S.S. BAILER (X) QED WW PUMP { } OTHER ( ) NO
GENERAL INFORMATION OF
WEATHER CONDITIONS AT TIME OF SAMPLING; Q N b3
SAMPLE CHARACTERISTICS: C LEAF -
COMMENTS: APPENDIX I LIST
I-�;5?
SAMPLE COLLECTION NUMBER r7

SITE NAME FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: GROUNDWATER
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)-
ELEV., MEAS. PT. (MSL):
POINT ID: III w - 5
FIELD REPRESENTATIV E S & S - B.CHIODO
LAB SAMPLE/ PROJECT #: NA
DEPTH TO BOTTOM (FT): SW . S D
r7 ELEVATION, GIW (MSL): 81, D`�
DATE / - A -1 - 1 -1 TIME: START/FINISH (5. 11 1 [,5 . YtD
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER } GRUNDFOS PUMP (X ) YES { ) NO
{ } S.S. BAILER (X) QED WW PUMP ( } OTHER
WELL RISER DIAMETER (IN.): (X) 2 { ) 3 { ) 4 { } 5 ( ) OTHER
ONE (1) RISER VOLUME {GAL} J • 2D WAS WELL PURGED TO DRYNESS { } YES (X ) NO
TOTAL VOL. EVACUATED (GAL) ao WATER LEVEL END PURGE (FT) L/7 -2 2
TURBIDITY OF PURGINGS: START FINISH C. -F'4(�
EVACUATION STABILIZATION DATA
LA u . Gi
I t-75. o'7
TIME
PURGE RATE
ML 1 MIN}
DTW
FT
CUMUL.
VOL (GAL)
TEMP.
(ClSti.UnftS
pH
CONDUCT.
umhoslcm
TURBIDITY
NTU
REDOX
eh (mV)
D.D.
(MGIL
l ' t11
250
Lf6. g
a
5- 7Lf
I q8
+-78-.3
o.g(.,
13' 1 e,
250
-2.IY
0.25
5:-70
"]
0 e!S
4-80.1
2. (�,1
13: Z7-
250
4-71-71
0.50
I-9
5"(11g
lei 1. 1
a, 7%
&i.9
250
(1718
C.75
��1.°+
S.(r�
I°Io.t:
0.7o
+91.1
.2.&o
133o
250
7.1g
1.00
S I,9
1 :'1,7
6,413
+93.'l
2,SY
1334
255
q7. M
1.25
5
S . b 1
110.9
(9,(47
+-k(,. f
13:3
250
47,2.1
1.50
1g.5
'('00
i)l. �
o, ss
+&io.If
2,52-
13:y Z
250
.Zt
1.75
i q.Lf
,59
190
0, S Z
+ FG1
o). SZ
250
EQZ2.
2.00
L4
5-. S$
q l, o
o. y S
.19
S t
260
2W
2
SAMPLING INFORMATION
DATE I TIME r)- 2 `"( - 1 1) I 13. y G DEPTH TO GROUNDWATER (FT) Y7 2 Z
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ j PVC BAILER ( ) S.S. BAILER { } GRUNDFOS PUMP (X ) YES
( ) S.S. BAILER (X) QED WW PUMP ( ) OTHER ( ) NO
GENERAL INFORMATION (�w., of
WEATHER CONDITIONS AT TIME OF SAMPLING: Sty N N y , �i lJ
SAMPLE CHARACTERISTICS.
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER 3

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: UNDERDRAIN WATER
INITIAL R LEVEL (FEET) NA
ELEVATION, MEAS.PT.{ b)}- NA
DATE
METHOD OF EVACUATION:
POINT ID: UD - 1
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE I PROJECT M NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, GIW (MSL}: NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED:
( ) PVC BAILER ( ) WELL WIZARD ( ) CONTIN S ( ) YES ( ) NO
( ) S.S. BAILER ( ) GRUNDFOS PUMP PUMPING WELL
WELL RISER DIAMETER {IN.}: ( ] 2 { } 4 ( } 6 ( ) OTHER
ONE (1) RISER VOLUME (GAL) WAS WELL PURGED TO ❑R E--�iZ
TOTAL VOLUME EVACUATED (GAL) WATER LEVEL AFTER PURGE (FT.)
TURBIDITY OF PURGINGS : START FINISH
EVACUATION STABILIZATION DATA
( ) YES ( ) NO
TIME
PURGE RATE
mlhtz
TIVE
VOLUME
TEMP.
pH
Std.Units
SPEC. CONDUCT.
(umhoslcm)
TURBIDITY
(NTU
OTHER
eh mV
NA
0
NA
NA
NA
SAMPLING INFr-ORMATION
DATE I TIME ! - ] g 1 ;o i WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) WELL WIZARD ( WATERRA PUMP (X ) YES
{ } S.S. BAILER ( ) GRUNDFOS PUMP (X ) DIP BOTTLE ( } NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
Std.Units
SPEC. CONDUCT.
umhoslcm
TEMP.
C
TURBIDITY
NTU
REDOX
eh mV
❑ISS.OXY.
PPM
OTHER
K,o3
S.
vR 12
1?1 3,
p, i a
f ! R 9
5�-.
NA
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: LEAL
COMMENTS: APPENDIX I LIST
10�
SAMPLE COLLECTION NUMBER 9

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: SURFACE WATER
EVA-CUATION INFORMATION
INITIAL EVEL (FEET) NA
ELEVATION, MEAS.PT.(MS NA
DATE
METHOD OF EVACUATION:
} PVC BAILER { } WELL WIZARD
{ ] S.S. BAILER { } GRUNDFOS PUMP
WELL RISER DIAMETER (IN.): ( } 2
ONE (1) RISER VOLUME (GAL)
TOTAL VOLUME EVACUATED {GAL}
TURBIDITY OF PURGINGS : START
EV-AClIATION STABILIZATION DATA
POINT ID: SW-2
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE/ PROJECT #: NA
DEPTH TO BOTTOM {FEET NA
ELEVATION, GIW (MSL}: NA
TIME: STARTIFINISH !
EVACUATION EQUIPMENT DEDICATED:
( ) CONTINUOU� { } YES ( ) NO
PUMPING WELL
WAS WELL PURGED TO DRYNESS
WATER LEVEL AFTER PURGE (FT.)
FINISH
)YES ( )NO
TIME
PURGE RATE
mlhtz
CUMULAT
VOLUME
MP.
C
pH
Units
SPEC. CONDUCT.
umhoslcrn
TURBIDITY
NTU
OTHER
eh mV
NA
Q
—
NA
NA
_
NA
SAMPLING INFORMATION
DATE/TIME 1- - 19 1 H " 9(() WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
PVC BAILER { ) WELL WIZARD ) WATERRA PUMP (X ) YES
{ } S.S. BAILER ( ) GRUNDFOS PUMP (X ) DIP BOTTLE ( } NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
Std.Units
SPEC. CONDUCT.
umhoslcm
TEMP.
C
TURBIDITY
NTU
REDOX
er mV
❑ISS.OXY.
PPM
OTHER
Z
?. 17
;�I. c
.2--2. 7
�,39
4--
NA
GENERAL INFORMATION p (~
WEATHER CONDITIONS AT TIME OF SAMPLING: 3(-4 t—J r
SAMPLE CHARACTERISTICS: �' jf1Q� - �s t i,�•r _
COMMENTS; APPENDIX I LIST
SAMPLE COLLECTION NUMBER

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR. NORTH CAROLINA
SAMPLE MATRIX: SURFACE WATER
EVACUATION INFORMATION
INITIA R LEVEL (FEET) NA
ELEVATION, MEAS.PT.{ NA
DATE
METHOD OF EVACUATION: _
POINT ID: SW-5
FIELD REPRESENTATIVE: E S & S - B.CHIOD❑
LAB SAMPLE 1 PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, G!W (MSL}: NA
TIME: START/FINISH !
EVACUATION EQUIPMENT DEDICATED:
( ) PVC BAILER ( ) WELL WIZARD ( ) CON US ( ) YES { } NO
{ ) S.S. BAILER ( } GRUNDFOS PUMP PUMPING WEL
WELL RISER DIAMETER (IN.)- { } 2 { } 4 { } 6 ( } OTHER
ONE (1) RISER VOLUME (GAL) WAS WELL PURGED TO D SS
TOTAL VOLUME EVACUATED (GAL) WATER LEVEL AFTER PURGE (FT.)
TURBIDITY OF PURGINGS : START FINISH
EVACUATION STABILIZATION DATA
( ) YES ( )NO
TIME
PUR
mlhtz
CUMULATIVE
VOLUME
OLU
TEMP.
C
pH
Std.Units)
SPEC. CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh mV
NA
Q
NA
NA
NA
SAMPLING INFORMATION
DATE/TIME �, ��-�� 1 1W4(y WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) WELL WIZARD { ) WATERRA PUMP (X) YES
{ } S.S. BAILER { ) GRUNDFOS PUMP (X) DIP BOTTLE ( } NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
Std.Units)
SPEC. CONDUCT.
umhoslcm
TEMP.
C
TURBIDITY
NTU
REDOX
eh (mV)
❑ISS.OXY.
(PPM
OTHER
I,i;q8
79"?
'79,o
;Zt7
51,90
-Is 3
.vv
NA
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: S 1, la
COMMENTS: APPENDIX I LIST
o ,oF
SAMPLE COLLECTION NUMBER

SITE NAME FOOTHILLS LF
POINT ID: MW - l R2
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: GROUNDWATER
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)-
ELEV., MEAS. PT. (MSL): l-
DATE 2 9- t 9
FIELD REPRESENTATIV
LAB SAMPLE/ PROJECT #:
E S & S - B.CHIOD❑
UA
DEPTH TO BOTTOM (FT): rcf-T. 3 `I
ELEVATION, GIW (MSL): t 5b I • Y3
TIME: START/FINISH 1 S: 3 U 1 1 (a; o 2.
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
( } PVC BAILER ( ) S.S. BAILER { } GRUNDFOS PUMP (X ) YES ( } NO
( } S.S. BAILER (X ) QED WW PUMP [ ) OTHER
WELL RISER DIAMETER (IN.): (X ) 2 ( } 3 { } 4 { } 6 ( } OTHER
ONE (1) RISER VOLUME (GAL) �• WAS WELL PURGED TO DRYNESS [ } YES (X ) NO
TOTAL VOL. EVACUATED (GAL) 00 WATER LEVEL END PURGE (FT)
TURBIDITY OF PURGINGS: START lz FINISH C2 ( GAwe
EVACUATION STABILIZATION DATA
ILI-79
15 16. 22
TIME
PURGE RATE
(ML 1 MIN)
DTW
FT
CUMUL.
VOL (GAL)
TEMP.
C
pH
(Std.Units)
CONDUCT.
(umheslcm
TURBIDITY
(NTU)
REDOX
eh (mV)
D.O.
(MGIL
I S: 30
250
! .-m
0
1 $, 3
6.33
10.3
a. 3 3
+`YG_ 1
1, v,?
i :3N
250
1y91
0.25
1 �. I
39
[9.g z
4-q3. 1
Of
1S.38
250
JY.9Z
1 0.50
1-M
(o. qo
`�.
�. f [a
+q?.[_
fv1
j�'HZ
250
fYjY
0.75
-?.�
(a.`-`}
1.
j. 9
+`� .5
1.31
250
1 y ly
1.00
I7.^1
6.(10
1. Sri
-+'`f 2.3
131
IS: s a
250
IV I'f
1.25
Q ]
& .40
gfr. 6
r. ( '-f
t qZ. z
639
is,,
250
1g195
1.50
0.4
G.'l I
$�
S'S
I,F
r.3G
jS' 8
250
f4.5a
1.75
1-7.4
(a.K Ii
e9-,
1.(.Z
+LfV-7
1.3r,
jla :Q
250
105
2.00
17,3
6.q 1
6 rr.3
458
-Aly1_ (o
1. 31�
SAMPLING INFORMATION II
DATE 1 TIME '7- Z `'f -) 9 1 i 0
METHOD OF SAMPLING:
DEPTH TO GROUNDWATER (FT) 1q. 9S'
SAMPLING EQUIPMENT DEDICATED:
( } PVC BAILER ( ) S.S. BAILER ( ) GRUNDFOS PUMP (X ) YES
[ } S.S. BAILER (X ) QED WW PUMP ( } OTHER ( } NO
GENERAL INFORMATION OF
WEATHER CONDITIONS AT TIME OF SAMPLING:�r�rM r
SAMPLE CHARACTERISTICS: C (-r=A(-Z
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER I D4

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: LEACHATE
LYAQUATION INFORMATION
INITIAL W VEL (FEET NA
ELEVATION, MEAS.PT.(MSL): NA
DATE
METHOD OF EVACUATION:
{ } PVC BAILER ( } WELL WIZARD
{ } S.S. BAILER [ j GRUNDFOS PUMP
WELL RISER DIAMETER (IN.): { } 2
ONE (1) RISER VOLUME (GAL)
TOTAL VOLUME EVACUATED {GAL}
TURBIDITY OF PURGINGS : START
EVACUATION STABILIZATION DATA
POINT ID: LEACHATE
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE I PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, GIW (MSL): NA
TIME: START/FINISH I
EVACUATION EQUIPMENT DEDiCATED�
( ) CONTINUOU ( ) YES ( ) NO
PUMPING WELL
( }4 { }6 ( )OTHER
WAS WELL PURGED TO ❑RYNES
WATER LEVEL AFTER PURGE (FT.)
FINISH
YES ( ) NO
TIME
PURGE R
mlhtz
LATIVE
VOLUME
TEMP.
G
pH
Std.Units
SPEC. CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh mV
NA
0
NA
NA
F-F
NA
SAMPLING INFORMATION r
DATE I TIME � - 2� — 1 9 I WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
} PVC BAILER { } WELL WIZARD ( } WATERRA PUMP (X) YES
{ ] S.S. BAILER { } GRUNDFOS PUMP (X ) SAMPLE PORT { ) NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
SPEC. CONDUCT.
(umhoslcm
TEMP.
C
TURBIDITY
NTU
REDOX
eh (mV)
DISS.OXY.
(PPM
OTHER
lVg8
r(Std.Units)
I . �i �,
1 5 oo
v2'4, s'
S. [-O
— 3 ('. G
NA
CIA
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: QZ&k S c
COMMENTS:
aF
lulzi3�►]- II}MB�
SAMPLE COLLECTION NUMBER 13

SITE NAME: FOOTHILLS LF
POINT 113: SW-4
LOCATION_ LENOIR, NORTH CAROLINA
SAMPLE MATRIX{: SURFACE WATER
E ACUATION INFORMATION
INITIA LEVEL {FEET} NA
ELEVATION, MEAS.PT.{MSL : NA
DATE
METHOD OF EVACUATION:
( ) PVC BAILER { } WELL WIZARD
[ j S.S. BAILER ( } GRUNDFOS PUMP
WELL RISER DIAMETER {IN.): { } 2
ONE (1) RISER VOLUME (GAL)
TOTAL VOLUME EVACUATED (GAL)
TURBIDITY OF PURGINGS : START
EVACUATION STABILIZATION DATA
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE 1 PROJECT #:
im
DEPTH TO BOTTOM {FEET NA
ELEVATION, GIW (MSL): NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED-
{ 1 CONTINUOUS--_ ( ) YES ( ) NO
PUMPING WELL _
[ } 4 [ } E ( ) OTHER �
WAS WELL PURGED TO DRY 5
WATER LEVEL AFTER PURGE (FT.)
FINISH
( ) YES ( )N O
TIME
TE
mlhtz
NA
CUMULATIVE
VOLUME-----
p-�
TEMP-
(C)
pH
(Std.Units
SPEC. CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh mV
NA
NA
NA
SAMPLING INFORMATION r7
DATE/TIME ! �' 1 ! • I O WATER LEVEL PRIOR TO SAMLING (FT,) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED
( ) PVC BAILER ( ) WELL WIZARD } WATERRA PUMP (X) YES
( ) S.S. BAILER ( ) GRUNDFOS PUMP (X ) DIP BOTTLE { ) NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
Std.Units
SPEC- CONDUCT.
umhoslcm
TEMP.
C
TURBIDITY
NTU
REDOX
eh mV
❑ISS. OXY-
PPM
OTHER
rl-LZ
"7. q
r70. I
2 3. 2,
5- 7 Z
NA
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: C lrmll�
COMMENTS: APPENDIX I LIST
�OF
SAMPLE COLLECTION NUMBER 19

SITE NAME: FOOTHILLS LF
POINT ID: SW-3
LOCATION: LENOIR, NORTH CAROLINA
FIELD REPRESENTATIVE: E S & S - B.CHIODO
SAMPLE MATRIX: SURFACE WATER LAB SAMPLE ! PROJECT #:
EVAQUATION INFORMATION
INITIAL =VEL {FEET} NA DEPTH TO BOTTOM {FEET NA
ELEVATION, MEAS.PT.(MSL): NA ELEVATION, G!W (MSL): NA
DATE TIME: START/FINISH 1
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
( } PVC BAILER ( ) WELL WIZARD { } CONTINUOUS { ) YES { } NO
{ ) S.S. BAILER ( ) GRUNDFOS PUMP PUMPING WELL
WELL RISER DIAMETER (IN.): { ) 2 ( ) 4 ( ) 6 { } OTHER
ONE (1) RISER VOLUME (GAL) WAS WELL PURGED TO DRYNESS YES } NO
TOTAL VOLUME EVACUATED (GAL) WATER LEVEL AFTER PURGE (FT.)
TURBIDITY OF PURGINGS : START FINISH
EVACUATION STABILIZATION DATA
PURGE RATE CUMU TEMP. pH
TIME mlhtz VOLUME C its
NA p
NA
NA
NA
SAMPLING INFORMATION
2S-%ii I' zu
NA
SPEC, CONDUCT. TURBIDITY OTHER
(umhoslcm) (NTU) f eh (mV)
DATE 1 TIME 1 WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
( ) PVC BAILER ( ) WELL WIZARD ) WATERRA PUMP (X) YES
{ ) S.S. BAILER ( ) GRUNDFOS PUMP (X) DIP BOTTLE ( } NO
SAMPLING FIELD MEASUREMENT DATA
TIME
pH
Std.Units
SPEC. CONDUCT.
umhoslcm
TEMP.
C
TURBIDITY
NTU
REDOX
eh (mV)
DISS.OXY.
(PPM
OTHER
T.3t.
'�. 5; -2-
69.9
:23 S
,, oZ
- 17 2
NA
GENERAL INFORMATION a F
WEATHER CONDITIONS AT TIME OF SAMPLING: �t4^j �
SAMPLE CHARACTERISTICS: C 1-r-, Ag-
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER ! 5-

SITE NAME FOOTHILLS LF
POINT ID: I1 w - 11
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE I PROJECT #:
EVACUATION INFORMATION
E S & S - B.CHIODO
INITIAL WATER LEVEL (FT): - - 3-> DEPTH TO BOTTOM (FT): 16 8-• 90
ELEV., MEAS. PT. (MSL}: 190 1 .r ELEVATION, GIW (MSL}: 13)9.39
DATE r7 r 9 S;-) cl TIME: START/FINISH 1 . S-IR, 1 (5: .30
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
( ) PVC BAILER ( ) S.S. BAILER ( } GRUNDFOS PUMP (X) YES { } NO
{ } S.S. BAILER (X ) COED WW PUMP { } OTHER
WELL RISER DIAMETER (IN.): (X) 2 { } 3 ( } 4 ( } 6 [ } OTHER
ONE (1) RISER VOLUME (GAL) �� WAS WELL PURGED TO DRYNESS { } YES (X) NO
TOTAL VOL. EVACUATED (GAL) � �� WATER LEVEL END PURGE (FT) k-2 SS
TURBIDITY OF PURGINGS: START C U-. A - FINISH c kLAR-
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
ML 1 MIN
DTW
FT
CUMUL.
VOL (GAL
TEMP.
(C)
pH
(Std.Units
CONDUCT.
(umhoslcm
TURBIDITY
(NTU)
REDOX
eh (mV)
D.O.
(MGIL
1-7" 5g
250
92,3
0
l • /
6. 70
1 S-9r, 7
d. ? 9
--2(a.3
/. 7(
,?;a2
250
$2.5z
0.25
19.a
C•73
9S.8
0.2s
+239
/.7o
0l'
250
$2,SZ
0.50
14.8
6, 7 Y
.&
C9. 2 9-
4,23 1
/ 6 7
fr; o
250
V-51
0.75
)11.(0
7*
63,Y
b . 2 y
+ ,� 1. 5
I & Y
$ : I y
250
92,53
1.00
I LI .9
8' 2
G 3. 1
0. 2 !
4-19, 5
161
sr" It
250
tZ.53
1.25
I4.H
G,7S
5-9
a.2y
--L23,C
I Lra
ZZ
250
Sr1.SS
1.50
i y.`i
Irv. 7Z
5
L. 2 L
42915
J, xg
9 : 7-6
250
$2. S5
1.75
14. Lf
C • 7
0,23
* 2 s: 3
I✓ 59
S:3D
250
92.55
2.00
11A y
6.71
5-Fr 7
a. ao
+2sy
/. S7
200
SAMPLING INFORMATION
DATE/TIME r�-;? S- 0 1 9" 30 DEPTH TO GROUNDWATER (FT) F-, S�S
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER [ } GRUNDFOS PUMP (X) YES
{ } S.S. BAILER (X )QE❑ WW PUMP ( ) OTHER [ } NO
GENERAL INFORMATION �F
WEATHER CONDITIONS AT TIME OF SAMPLING: SL4 rJ N
SAMPLE CHARACTERISTICS: C-�.14�
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER " D

SITE NAME FOOTHILLS LF
POINT ID: mw - 1 Q
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: GROUNDWATER
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)-..-
ELEV., MEAS. PT. {MSL}: r
DATE r - 2 S' 19
FIELD REPRESENTATIV
LAB SAMPLE 1 PROJECT #:
E S & S - B.CHIODO
IN
DEPTH TO BOTTOM (FT): • - !
ELEVATION, GAN (MSL): a d
TIME: START/FINISH ;?. `{ 7 1 I• 1 9
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER ( } GRUNDFOS PUMP (X ) YES ( } NO
{ } S.S. BAILER (X )QE❑ WW PUMP { } OTHER
WELL RISER DIAMETER (IN.): (X ) 2 { } 3 { } 4 ( } 5 { ) OTHER
ONE (1) RISER VOLUME {GAL} r]Ll WAS WELL PURGED TO DRYNESS { } YES (X ) NO
TOTAL VOL. EVACUATED {GAL} OO WATER LEVEL END PURGE (FT) `7 7. ( 3
TURBIDITY OF PURGINGS: START C L FINISH c (JEI�
EVACUATION STABILIZATION DATA
`7 . 3 3
13ss-. S3
TIME
PURGE RATE
ML 1 MIN
DTW
FT
CUMUL.
VOL (GAL)
TEMP.
Cy
pH
Std.Units
CONDUCT.
umhos/cm
TURBIDITY
(NTU)
REDOX
eh (mV)
D.Q.
(MGIL
250
V33
0
1S.1
6.4,L
(a. 1
r. r2 2.
42-79
6.3$
250
?7'13
0.25
1511
575
Ia -3. G
a. 1 q
4--?Y. Z
6.Y3
$1 5-S
250
71/5
0.50
1 S.
62,9
30
fgi5• 6
Y4
250
"77 $z
0.75
0
2,
W. 7
• `� �'
of ;0 3
250
77,57
1.00
I S. i
&.3-7
6,0.9
3. "1
4-Y3.5
6,53
'l:07
250
7 7.4v
1.25
15.1
6.3S
6o.`.'{
3. 7,7
4-yy.g
6-5-3
6) l I
250
77.0
1.50
IS,Z.
6.381
62• l
3.6Y
*q,).3
(.5(.
07'• 15
250
77,L3
1.75
f S . Z-
& . q 1
(o �.
3. 7 2-
+ y0. 8
G, S (,,
9,11
250
7.7.43
2.00
17 . Z
6. el 1
3. (-5
4,vc), S
G. 5-7
-259
2.25
2w'
2.50
SAMPLING INFORMATION
DATE 1 TIME '7 f 2 S- 6 1 9 • / 9 DEPTH TO GROUNDWATER (FT) 77• 6, 3
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ ) PVC BAILER ( ) S.S. BAILER { } GRUNDFOS PUMP (X) YES
( } S.S. BAILER (X ) QED WW PUMP ( } OTHER ( } NO
GENERAL INFORMATION %D F
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: C lS./%.JZ
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER

SITE NAME FOOTHILLS LF
POINT ID: IVIw - 9
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE I PROJECT #:
EVACUATION INFORMATION /"- -7 t 0
E S & S - B.CHIODO
NA
INITIAL WATER LEVEL {FT}: DEPTH TO BOTTOM (FT).
ELEV., MEAS. PT. (MSL}: a d • r7 9 ELEVATION, GAN (MSL): 12 23, lei
DATE '� - ;-' 5- 19 TIME: START/FINISH '? , 3 S 1 1 O o,7
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER ( ) GRUNDFOS PUMP (X) YES { } NO
( } S.S. BAILER (X) QED WW PUMP { } OTHER
WELL RISER DIAMETER (IN,): (X) 2 { } 3 { ) 4 { ) 6 { ) OTHER
ONE (1) RISER VOLUME (GAL) 0.13 WAS WELL PURGED TO DRYNESS ( } YES (X) NO
TOTAL VOL. EVACUATED (GAL) .2, 0 0 WATER LEVEL END PURGE (FT) 67. 7?
TURBIDITY OF PURGING& START FINISH C k-F, A 2
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN)
DTW
FT
CUMUL.
VOL (GAL)
TEMP.
C)
pH
(Std.Units)
CONDUCT.
(umhos/cm
TURBIDITY
NTU
REDOX
eh mV
D.O.
MGIL
9'.3S
250
67L"D
0
I-7. 1
S.q
15:5-,
LR3
+Gb. jL
3.'t2—
`i : 3 q
250
G7. 0
0.25
!(-9
5--•4" 3
159,
1, 1 `3
-E-G(,. 9
3, 38
'i :ti3
250
L7,7L
0.50
A{o.$
5.9;L
15"FF (1
1.08
+(,% Lf
3,36
9.4i
250
6775
0.75
1('.k
S.9Z
159,7
0,4)2-
--673
33S
g-51
250
0.X
1.00
1�-q
.9 1
1 Sir,-)
0.64
-fG4•9
3,32-
e): S S
250
6776
1.25
1-7, 0
j 9-- g
D . Ccp
+(Gfo . $
3, 21
250
G7.78
1.50
.1
S.`i 3
5-1, Z
0- 6I5
f GG.5
3 28
10"03
250
67.78
1.75
9
5.73
151M
(9,75
4'67,0
3.,28
10;07
250
6779
2.00
ho.$
.5-.q3
? 60, 3
0.'72_
4-4,7 1
3. �Z8
2.
SAMPLING INFORMATION
DATE 1 TIME '7- Z 5- 1 1 1 II (). C�7 DEPTH TO GROUNDWATER (FT)
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
( } PVC BAILER ( ) S.S. BAILER { } GRUNDFOS PUMP (X) YES
{ } S.S. BAILER (X) QED WW PUMP ( ) OTHER ( ) NO
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: C
COMMENTS: APPENDIX I LIST
�F
u1 n-1 �sy , 9-0
SAMPLE COLLECTION NUMBER I ?

SITE NAME FOOTHILLS LF
POINT ID: MW - 2R
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE/ PROJECT #:
EVACUATION INFORMATION
E S & S - B.CHIODO
0
INITIAL WATER LEVEL (FT): �'I t , .9 _3 DEPTH TO BOTTOM (FT): 3,L U
ELEV., MEAS. PT. (MSL): 1 ,D- S 3. 3 4., ELEVATION, GM (MSL}: f 0 C0 • `i 3
DATE r7- 2�' 19 TIME: START/FINISH l 1 .,o3
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED.
( } PVC BAILER ( ) S.S. BAILER ( } GRUNDFOS PUMP (X ) YES ( } NO
{ ) S.S. BAILER (X )QE❑ WW PUMP ( } OTHER
WELL RISER DIAMETER (IN.}: (X ) 2 ( ) 3 ( } 4 ( j 6 ( ) OTHER
ONE (1) RISER VOLUME {GAL} 2. (,,-7 WAS WELL PURGED TO DRYNESS ( } YES (X ) NO
TOTAL VOL. EVACUATED (GAL) ?, . S O WATER LEVEL END PURGE (FT) y 7. �y
TURBIDITY OF PURGINGS: START C QF_AS2- FINISH c
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN)
DTW
(FT
CUMUL.
VOL GAL
TEMP.
C
pH
(Std.Units)
CONDUCT.
(umhos/cm
TURBIDITY
NTU
REDOX
eh (mV)
D.O.
(MGIL
1o,.Z3
250
q03
0
17.5
.r.70
1Lyo.�
Q.(D
47`,(,
2.33
d',1-7
250
47 ay
0.25
17. 5
5,70
1110.19
0, S(,
+ �9, 7
-2. 2S
10'.3 I
25047.0
0.50
r7. 5,
5,-70
I `f 1.5
(9- j 2
4-��i,
-?, 22-
1 a'. 35
250
tf.11
0,75
`].
S. V9
I y 1, L
D. Lf o
+ 71.9
2. 1 S
10',3S
250
k7.15
1.00
t`7.
19).5
o.33
*79.9
.'2.1-1
1o:Y3
250
q217
1.25
1v1.5
0.Z9
+Fro.a
2-19
Io*.Li7
250
q'7171
1.50
0'1'
5 .G9
1Lf l-9
0- 25-
.►-h -O
2.17
Jfl : S l
250
1.75
17, �
. ��
1 Ll 2. O
0.19
-� o. 1
�- 17
IQ:SS
250
rq7201
2.00
17.6
5.1�°i
iL1 1
0,2c'7
+Sr0• 1
2 fS
I o' 5q
250
2.25
17,1.
S: Gi
1 �2. 1
p . I $
4- $'v. I
2_ 1 S
Ii,o3
250
2.50
f7.{v
S�.Ip9
1*�i�.
Q.17
+ 1
SAMPLING INFORMATION
DATE/TIME '7- 2 - )9 1 DEPTH TO GROUNDWATER (FT) �• c'
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ j PVC BAILER ( ) S.S. BAILER { } GRUNDFOS PUMP (X ) YES
{ } S.S. BAILER (X ) QED WW PUMP { } OTHER ( } NO
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING.
SAMPLE CHARACTERISTICS:
COMMENTS: APPENDIX 1 LIST !KS I 5b, -1 A K.E�
SAMPLE COLLECTION NUMBER 19 -�- 'a 0

SITE NAME FOOTHILLS LF
POINT ID: MW - 3R2
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE 1 PROJECT #:
EVACUATION INFORMATION 21 t-n
E S & S - B.CHIODO
NA
INITIAL WATER LEVEL (FT): DEPTH TO BOTTOM (FT): �•c'l I
ELEV., MEAS. PT. (MSL): l 2 y o. S 3 ELEVATION, GIW (MSL): I a o`i . P, 3
DATE J - 2' r 19 TIME: STARTIFINISH 1 • ;z 4 ! ��
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER { ) GRUNDFOS PUMP (X) YES ( } NO
{ } S.S. BAILER (X) QED WW PUMP { } OTHER
WELL RISER DIAMETER (IN.): (X) 2 ( } 3 { } 4 ( ) B { } OTHER
ONE (1) RISER VOLUME (GAL) rJ WAS WELL PURGED TO DRYNESS { ) YES (X) NO
TOTAL VOL. EVACUATED (GAL) WATER LEVEL END PURGE (FT) 37 o e
TURBIDITY OF PURGINGS: START C Lr.�% FINISH C L64Z
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN
DTW
FT
CUMUL.
VOL (GAL)
TEMP.
(C)
pH
Std.Units
CONDUCT.
umhoslcm
TURBIDITY
NTU
REDOX
eh (mV)
D.O.
(MG/L
I1'.24
250
36.Gcl
0
18;1
7.o(,
l-7 �r o
3I.Go
4-7.1
�>.91
9,
250
?G.0
0.25
179
'7 y9
19 g-,Lf
2 �.90
- f a? . 3
3. ,Ers
1): 3 Z
250
11.72.
0.50
l7. 8'
7. (vS
i 94. ')-
3 &o
1 E ', 3 G
250
30&
0.75
17. $
?. 76
19 E: R
7. 32
9-o
I1'Lfo
250
3G.lo
1.00
1-7.
7.79
11g9
5-,7S
_
Sr
1 1: `fy
250
37,1,2-
1.25
1-7.,R
7 ;�D
19g. 1
y 92
-26.7
-7 IF
1"'-f 9
250
3701•
1.50
17 ?S
7 81
1
�. 5'O
- Z7, 1
3.77
1 1; 3 2-
250
3708
1.75
1-7. 8
7 '3 1
1 �1`i.
y. 3 Z
-27.2
3,79
250
37.08
2.00
17. 8'
77 Ya
1
9,29
-.27. S
3, 7S
..
SAMPLING INFORMATION
DATE 1 TIME 9 - 2 S - 19 1 I ! • SG, DEPTH TO GROUNDWATER (FT) 3708
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER { ) GRUNDFOS PUMP (X) YES
( } S.S. BAILER (X) QED WW RUMP ( } OTHER { ) NO
GENERAL INFORMATION {F
WEATHER CONDITIONS AT TIME OF SAMPLING: J �•rr�I,U
SAMPLE CHARACTERISTICS: C LF-Ap-
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER R I

SITE NAME FOOTHILLS LF
POINT ID: MW - 4
LOCATION: LENOI
SAMPLE MATRIX:
NORTH CAROLINA
GROUNDWATER
FIELD REPRESENTATIV
LAB SAMPLE 1 PROJECT #:
E S & S - B.CHIODO
EVACUATION INFORMATION
y t.a
P- 4
INITIAL WATER LEVEL (FT): .
DEPTH TO BOTTOM (FT): •
ELEV., MEAS. PT. (MSL): ��
ELEVATION, G/W (MSL): 1 -
DATE '7-25-19
TIME:STARTIFINISH I;?'
METHOD OF EVACUATION:
EVACUATION EQUIPMENT DEDICATED:
{ ) PVC BAILER ( ) S.S. BAILER } GRUNDFOS
PUMP (X) YES { } NO
{ ) S.S. BAILER (X) QE❑ WW PUMP ( ) OTHER
WELL RISER DIAMETER (IN.): (X) 2 ( ) 3
) 4 { } 6 } OTHER
ONE {1) RISER VOLUME (GAL) I 56 WAS WELL PURGED TO DRYNESS [ } YES (X) NO
TOTAL VOL. EVACUATED (GAL) 50
WATER LEVEL END PURGE (FT)
TURBIDITY OF PURGINGS. START C k EAP-
FINISH C c EAIZ
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
ML 1 MIN
DTW
FT
CUMUL.
VOL [GAL}
TEMP.
C
pH
(Std.Units)
CONDUCT.
(umhoslcm)
TURBIDITY
(NTU
REDOX
eh mV
D.O.
MG1L
1a'l 15
250
42.4L'
0
i $, 3
539
311.'7
d, 9 q
+ 9G-.7
12,19
250
YZ.SS
0.25
r $, 6
5-. 35
3 ,- g
Ci. LI
4-/oo. v 1
/. 2.?
121. z 3
250
12.571
0.50
[ $. S
5. 3 Z
3 5. 2
0, 2
+101. 3
1,30
1Z,2-7
250
WS81
0.75
Ifir.9
S32-
35,y
C9,35-
+AD/
432
12, 31
250
gf2,59
1.00
1 $. 9
5.30
3 S In
0.3 2.
+402.3
1 3 2-
12'35
250
k2.Go
1.25
1 9,'9
5.29
35.,
c?. z8'
4-w, 1
� �S
1 Z'. 3 9
250
Y'2&o
1.50
1 ci. a
S, 29'
3 S 9
D, ZS
tlD3. 2
12,43
250
V.4v
1.75
19.0
5, 2 (v
3S ,'9
0.23
+101, 1
!, 3e
?,,47
250
ql.&(
2.00
{q.I
S,2s'
36.o
d.2,5
ffay.V
1.3-7
1 Z:5 I
250
g2,t-I
2.25
113. 1
S;.ZS
�
0, 22e
4JOY. 5
/.3 q
Ia, 7�
250
42.0
2.50
19,1
.j ;Z5
{v. I
0.20
+/0Y.4,
b3`?
SAMPLING INFORMATION
DATE/TIME r7 - 5' I
1 l SS
t %
DEPTH TO GROUNDWATER (FT) � • G
METHOD OF SAMPLING:
SAMPLING EQUIPMENT DEDICATED:
( } PVC BAILER ( ) S.S.
BAILER ( }
GRUNDFOS
PUMP (X) YES
{ } S.S. BAILER (X) QED
WW PUMP
{ } OTHER
( } NO
GENERAL INFORMATION
{{}�o,�, a F
WEATHER CONDITIONS AT
TIME OF SAMPLING:
dIJ
SAMPLE CHARACTERISTICS: C cr-A 12
COMMENTS: APPENDIX I LIST UK-9 tJ
SAMPLE COLLECTION NUMBER 2 2 + 2 3