1403_Caldwell_Foothills_MSWLF_Jan2020GW_FID1406305_20200518

eW REPUBUC
sERMES
May 15, 2020
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: First Semi -Annual Water Quality Monitoring Report of 2020
Foothills Regional Landfill, Permit No. 14-03
Caldwell County, North Carolina
Dear Ms. Drummond:
Republic Services of North Carolina, LLC is submitting the First Semi -Annual Water Quality Monitoring Report of
2020 for the Foothills Regional Landfill and Environmental Monitoring Reporting Form in electronic format. The
report completes the First Semi -Annual compliance monitoring event of 2020 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 [phone], or
me at [phone].
Sincerely,
Republic Services of North Carolina, LLC
i
Mr. Derek Bouchard
Environmental Manager
Enclosure
cc: Stephen Hunter, Foothills Regional Landfill, Republic Services
Joe Montello, Republic Services
Steve Jett, Jett Environmental Consulting

ENR USE ONLY: ❑Pa er Report []Electronic Data - Email CD data loaded: Yes / No Doc/Event #:
NC DENR IEnvironmental Monitoring
Division of Waste Management - Solid Waste ReDortina 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:
• Prepare one form for each individually monitored unit.
• Please type or print legibly.
• 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
E-mail: [e-mail]
Phone: [phone]
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 January 27, 2020 &
Lenoir, NC 28645 March 30, 2020
Environmental Status: (Check all that apply)
[� Initial/Background Monitoring Detection Monitoring ❑X 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.
X 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 Owner [phone]
Facility Repres tat' a Name (Print) Title
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
First Semi -Annual 2020
Sampling Event
Foothills Regional Landfill
Caldwell County, North Carolina
May 2020
Prepared by:
JETT
ENVIRONMENTAL
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.......................................................4
5.1 Outlier Analysis...........................................................................4
5.2 Inter -Well Prediction Intervals....................................................4
5.3 Intra-Well Confidence Limits......................................................5
5.4 Statistical Results Summary.......................................................5
6.0 CONCLUSIONS..............................................................................6
7.0 RECOMMENDATIONS...................................................................6
TABLES
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 First Semi -
Annual 2020 water quality monitoring data. Groundwater, surface water, underdrain, and leachate
sampling were completed by Environmental Sampling & Services, Inc. (ES&S) on January 27, 2020, and
analytical testing was performed by Pace Analytical Services, LLC. The statistical analysis software
package utilized, SanitasTA' 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 First Semi -Annual 2020 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 First Semi -Annual
2020 event in January 2020.
Groundwater monitoring was initiated in August 1998. Statistical background is defined as samples
collected from former upgradient well MW-1, former upgradient well MW-1R, 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".
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. 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. 5B construction.
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 First Semi -Annual 2020 event.
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

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 2
(contingent on flow availability) for the 40 CFR Part 258 Appendix I list. Both underdrains were able to be
sampled during the First Semi -Annual 2020 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, phosphorus, 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 First
Semi -Annual 2020 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 the First Semi -Annual 2020 event. No
Appendix II constituents, not also on the Appendix I list, were detected above their respective PQLs during
the First Semi -Annual 2020 event. The next annual Appendix II sampling event for MW-2R will be January
2021.
According to the laboratory analytical report, the method 8270 organics for MW-2R were prepared at eight
days, which was slightly outside the method recommended seven-day hold time. Review of the method
8270 organic results for MW-2R indicated the results were consistent with historical data.
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

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 3
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
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 First Semi -
Annual 2020 event. Groundwater flow direction for the First Semi -Annual 2020 event was to the southwest,
which is consistent with previous interpretations for this facility. Groundwater flow rate for the First Semi -
Annual 2020 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 First Semi -
Annual 2020 groundwater, surface water, underdrain, and leachate sampling event.
The analytical results for the First Semi -Annual 2020 event for the groundwater, surface water, underdrain,
and leachate samples are summarized on Tables 2, 3, 4, and 5, respectively. One volatile organic
compound (VOC) was detected at a quantified concentration at or above a laboratory practical quantitation
limit (PQL) in the groundwater samples: benzene at MW-2R and MW-9. Due to a first-time detection of a
quantified concentration of benzene at MW-9, this well was resampled on March 30, 2020. The resampling
result for benzene at MW-9 was non -detect (<1 ug/L) and therefore the quantifiable detection was
unverified.
As shown on Table 2, two Appendix I inorganic constituents (barium at MW-2R, MW-5, and MW-6; and
cobalt at MW-4) were detected at quantified concentrations.
Two Appendix I constituents (benzene at MW-2R and MW-9, and cobalt at MW-4) were detected above an
NC Interim Maximum Allowable Concentration (IMAC) or 2L Standard during the First Semi -Annual 2020
sampling event. Antimony (MW-11), cobalt (MW-6 and 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 First Semi -Annual 2020 event, no inorganics were detected in surface
water samples at quantified concentrations above a respective NC 2B Surface Water Standard, except for
cobalt (14.1 ug/L) at SW-5. The concentration of cobalt at SW-5 was attributed to the elevated turbidity (162
NTU) of the sample collected. Due to a first time NC 2B standard exceedance for cobalt at SW-5, this point
was resampled on March 30, 2020. The resampling result for cobalt at SW-5 (3.5 J ug/L) did not verify the
NC 2B Surface Water Standard exceedance.
No VOCs were detected in surface water samples at quantified concentrations above their respective PQLs
during the First Semi -Annual 2020 event.
During the First Semi -Annual 2020 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 First Semi -Annual 2020 event were
typical for leachate at this facility.

Groundwater Statistical Analysis Report
Foothills Reaional Landfill. North Carolina 4
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 exceedance 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.
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 First Semi -Annual 2020 event, one inorganic statistically significant increase was exhibited for the
groundwater monitoring wells: cobalt at MW-4. The First Semi -Annual 2020 concentration of total cobalt
at MW-4 (16.9 ug/L) was 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. 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.

Groundwater Statistical Analysis Report
Foothills Reaional Landfill. North Carolina 5
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
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 -Francis 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 exceeded the GWPS for the First Semi -Annual 2020 event, consistent with recent
events. Time series graphs for VOC detections during recent events are provided in Appendix B.
5.4 Statistical Results Summary
For the First Semi -Annual 2020 event, one inorganic statistically significant increase was exhibited for the
groundwater monitoring wells: cobalt at MW-4. The First Semi -Annual 2020 concentration of total cobalt at
MW-4 (16.9 ug/L) was 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 January
2020 concentration at MW-4 (16.9 ug/L) was comparable to the concentration recorded during the Second
Semi -Annual 2019 event at MW-4 (16.6 ug/L).
Intra-well lower confidence limits determined benzene at MW-2R statistically exceeded the GWPS for the
First Semi -Annual 2020 event, consistent with recent events. However, benzene concentrations at MW-
2R have not increased since the peak concentration in January 2018 (2.6 ug/L).

Groundwater Statistical Analysis Report
Foothills Reaional Landfill. North Carolina 6
6.0 CONCLUSIONS
For the First Semi -Annual 2020 event (January 2020), one inorganic statistically significant increase was
confirmed exhibited for the groundwater monitoring wells: cobalt at MW-4, consistent with recent events.
One Appendix I constituent (benzene at MW-2R) was confirmed detected above an NC Interim Maximum
Allowable Concentration (IMAC) or 2L Standard during the First Semi -Annual 2020 sampling event. Intra-
well lower confidence limits determined benzene at MW-2R statistically exceeded the GWPS for the First
Semi -Annual 2020 event, consistent with recent events.
During the First Semi -Annual 2020 event, no Appendix I VOCs were detected in surface water and
underdrain samples at quantifiable concentrations. No quantified detections of Appendix I metals were
confirmed to exceed NC 2B Surface Water Standards for surface water points during the First Semi -Annual
2020 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 confirmed 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
not increased 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 (2.2 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 well MW-4 continues in Detection Monitoring. The drop of cobalt at MW-4 from
25.4 ug/L in July 2012 to 16.9 ug/L in January 2020, indicates a slow decreasing trend near the laboratory
PQL (10 ug/L). 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 January 2020 sampling
event ranged from 5.20 to 7.95 SU, and the pH of the sample from MW-4, which had the highest cobalt
concentration was 5.20 SU. Review of leachate data for the last 10 years indicates cobalt has ranged from
14.2 to 37.8 ug/L, with an average concentration of 24.7 ug/L. The occurrence and levels of cobalt at the
site has no indication of being related to a release from the MSWLF unit.

Groundwater Statistical Analysis Report
Foothills Regional Landfill, North Carolina 7
The site recommends utilizing the upcoming July 2020 event to continue to verify the downward trend of
cobalt levels at MW-4 and benzene at MW-2R, 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
FIRST SEMI-ANNUAL 2020 EVENT
FOOTHILLS REGIONAL LANDFILL
UPGRADIENT WELLS I 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
FIRST SEMI-ANNUAL 2020 EVENT
FOOTHILLS REGIONAL LANDFILL
Constituent
Units
2LStd
IMAC
MDL
PQL
MWAR2
MW-2R
MW-3R2
MW-4
MW-5
MW-6
MW-7
MW-8
MW-9
MW-10
MW-11
Antimony Total
ug/L
NE
1
0.27
6
<6
<6
<6
<6
<6
<6
0.57 J
<6
<6
<6
1.7 J
Arsenic Total
ug/L
10
NE
0.35
10
<10
<10
0.94 J
<10
<10
<10
<10
0.36 J
<10
<10
<10
Barium Total
ug/L
700
NE
0.49
100
39.6 J
244
6 J
60.1 J
125
170
60.9 J
42.8 J
10.6 J
28.5 J
56.7 J
Beryllium Total
ug/L
NE
4
0.074
1
<1
0.12 J
0.078 J
0.089 J
<1
0.46 J
0.26 J
0.22 J
<1
<1
<1
Cadmium Total
ug/L
2
NE
0.11
1
<1
<1
<1
<1
<1
0.14 J
<1
<1
<1
<1
<1
Chromium Total
ug/L
10
1 NE
0.39
1 10
<10
I <10
1.5 JB
<10
1 1.2 JB
0.69 JB
2.3 JB
1 JB
<10
1.7 JB
I <10
Cobalt Total
ug/L
NE
1
0.3
10
<10
<10
0.54 J
16.9
<10
5.7 J
<10
2.9 J
<10
<10
<10
Copper Total
ug/L
1,000
NE
0.19
10
0.2 J
<10
0.78 J
<10
<10
<10
0.93 J
1.5 J
<10
0.56 J
0.24 J
Lead Total
ug/L
15
NE
0.046
10
<10
<10
0.56 J
0.053 J
<10
0.2 J
0.27 J
0.33 J
<10
0.31 J
<10
Nickel Total
ug/L
100
NE
0.31
50
0.69 JB
<50
1.1 JB
0.68 JB
1.7 JB
0.46 JB
0.57 JB
1.3 JB
0.6 JB
0.66 JB
0.99 JB
Selenium Total
ug/L
20
NE
1.3
10
<10
<10
1.4 J
<10
<10
<10
<10
1.5 J
I <10
<10
<10
Silver Total
ug/L
20
NE
0.28
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Thallium Total
ug/L
NE
0.28
0.052
1 5.5
0.096 J
1 <5.5
<5.5
0.075 J
1 <5.5
0.083 J
<5.5
<5.5
<5.5
<5.5
1 <5.5
Vanadium Total
ug/L
NE
0.3
0.71
25
2.7 JB
4.6 JB
4.5 JB
2.9 JB
6.8 JB
5,113
7 JB
5.1 JB
5.4 JB
9.3 JB
1.8 JB
Zinc Total
u /L
1,000
NE
1.5
10
4.8 J
1.7 J
3.2 J
3.1 J
<10
1.8 J
2.8 J
4.7 J
<10
3.4 J
4.9 J
Field pH
SU
NE
NE
NE
NE
6.35
5.73
7.95
5.20
5.89
5.54
5.44
5.33
5.85
5.81
6.31
6.46
Field Redox
mV
NE
NE
NE
NE
45.2
76.1
-30.8
104.2
67.4
85.9
90.9
96.4
69.2
71.8
45.1
37.2
Field Specific Conductance
umhos/cm
NE
NE
NE
NE
75.6
144.9
277.0
40.2
204.0
164.0
138.9
70.8
165.7
159.2
58.7
51.1
Field Temperature
°C
NE
NE
NE
NE
13.1
15.6
15.8
1 16.0
15.4
14.3
14.3
13.1
14.2
17.6
13.5
13.3
Field Turbidity
NTU
NE
NE
NE
NE
1.15
0.19
4.90
0.22
0.60
4.15
3.31
6.45
0.35
0.26
1 4.16
1 0.12
Benzene
u /L
1
1 NE
0.15
1 1
<1
2.2
<1
<1
0.79 J
<1
<1
<1
1.2
<1
<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 from
previously 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:
Second set of results at MW-9 are the results of the resampling on March 30, 2020.

TABLE 3
SURFACE WATER ANALYTICAL DATA SUMMARY
FIRST SEMI-ANNUAL 2020 EVENT
FOOTHILLS REGIONAL LANDFILL
Constituent
Units
NC 2B Std
MDL
PQL
SW-1
SW-2
SW-3
SW-4
SW-5
Antimony Total
ug/L
640
0.27
6
0.28 J
<6
<6
<6
2.1 J
Arsenic Total
ug/L
10
0.35
10
<10
<10
<10
<10
1.4 J
Barium Total
ug/L
21,000
0.49
100
18.2 J
29.6 J
31.4 J
32.1 J
ill
Beryllium Total
ug/L
6.5
0.074
1
<1
0.1 J
0.11 J
0.1 J
0.59 J
Cadmium Total
ug/L
NE
0.11
1
<1
<1
<1
<1
<1
Chromium Total
ug/L
NE
0.39
10
0.75 JB
1.7 JB
2.1 JB
2.1 JB
10.5 B
Cobalt Total
ug/L
4
0.3
10
<10
1 J
0.92 J
0.97 J
14.1 1 3.5 J
Copper Total
ug/L
NE
0.19
10
0.65 J
1.6 J
2.1 J
1.5 J
11.9
Lead Total
ug/L
NE
0.046
10
0.23 J
0.98 J
1.1 J
1 J
9.5 J
Nickel Total
ug/L
NE
0.31
50
<50
0.9 JB
1.1 JB
0.97 JB
6.7 JB
Selenium Total
ug/L
5
1.3
10
<10
<10
<10
<10
2.2 J
Silver Total
ug/L
0.06
0.28
10
<10
<10
<10
<10
<10
Thallium Total
ug/L
0.47
0.052
5.5
<5.5
<5.5
<5.5
<5.5
<5.5
Vanadium Total
ug/L
NE
0.71
25
2.6 JB
4.8 JB
6 JB
5.7 JB
24.4 J
Zinc Total
ug/L
NE
1.5
10
2.6 J
3.7 J
5.1 J
4.5 J
48.4
Field pH
SU
NE
NE
NE
6.49
6.71
6.96
6.98
6.23
7.22
Field Redox
mV
NE
NE
NE
30.2
23.6
10.9
10
48.8
-3.8
Field Specific Conductance
umhos/cm
NE
NE
NE
48.3
71.1
59.1
61.1
118.3
476.0
Field Temperature
°C
NE
NE
NE
7.2
8.9
9.6
9.2
9
19.3
Field Turbidity
NTU
NE
NE
NE
6.05
22.6
24.2
21.8
162.0
66.5
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:
Second set of results at SW-5 are the results of the resampling on March 30, 2020.

TABLE 4
UNDERDRAIN ANALYTICAL DATA SUMMARY
FIRST SEMI-ANNUAL 2020 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
0.36 J
<10
Barium Total
ug/L
0.49
100
69.7 J
53.7 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
<10
0.5 JB
Cobalt Total
ug/L
0.3
10
8.5 J
6.1 J
Copper Total
ug/L
0.19
10
0.24 J
0.21 J
Lead Total
ug/L
0.046
10
<10
<10
Nickel Total
ug/L
0.31
50
1.3 JB
0.94 JB
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
4.4 JB
4.6 JB
Zinc Total
ug/L
1.5
10
2.5 J
2.6 J
Field pH
SU
NE
NE
5.82
5.66
Field Redox
mV
NE
NE
71.5
76.1
Field Specific Conductance
umhos/cm
NE
NE
214
202
Field Temperature
°C
NE
NE
17.3
16.6
Field Turbidity
NTU
NE
NE
0.22
0.40
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
FIRST SEMI-ANNUAL 2020 EVENT
FOOTHILLS REGIONAL LANDFILL
Indicator Parameters
Units
MDL
PQL
Leachate
Antimony
ug/L
1.4
30
61.5
Arsenic
u /L
1.8
50
120
Barium
ug/L
2.4
500
396 J
Beryllium
u /L
0.37
5
<5
BOD, 5 day
ug/L
196000
196000
489000
Cadmium
u /L
0.57
5
<5
Chemical Oxygen Demand
ug/L
62500
125000
2310000
Chromium
u /L
2
50
223
Cobalt
ug/L
1.5
50
29.6 J
Copper
u /L
0.93
50
43 J
Lead
ug/L
0.23
50
4.9 J
Nickel
u /L
1.6
250
147 J
Nitrate as N
ug/L
5
50
19 J
Nitrite as N
u /L
550
2500
1050 J
Nitrogen, NO2 plus NO3
ug/L
600
2500
1900 J
Phosphorus
u /L
25
50
3700
Selenium
ug/L
6.3
50
<50
Silver
u /L
1.4
50
<50
Sulfate
ug/L
500
1000
1600
Thallium
u /L
0.26
27.5
<27.5
Vanadium
ug/L
3.5
125
69.7 J
Zinc
u /L
7.7
50
113
Field pH
SU
NE
NE
7.90
Field Redox
mV
NE
NE
-38.3
Field Specific Conductance
umhos/cm
NE
NE
11460
Field Temperature
°C
NE
NE
10.9
Field Turbidity
NTU
NE
NE
29.9
Volatile Organic Compounds VOCs
Units
MDL
PQL
Leachate
1,4-Dichlorobenzene
ug/L
0.58
1
6.5
1,4-Dioxane
u /L
2.9
5
101
4-Methyl-2-Pentanone
ug/L
0.86
100
123
Acetone
u /L
820
10000
11700
Benzene
ug/L
0.2
1
4.7
Chloroform
u /L
0.58
5
7.9
cis- 1,3-dichloropropane
ug/L
0.22
1
26.5
Eth (benzene
u /L
0.45
1
42.5
Methylene Chloride
ug/L
0.5
1
32.2
Toluene
u /L
0.31
1
141
trans-1,3-dichloropropene
ug/L
0.3
1
38.3
X lenes, Total
u /L
1.5
5
124
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 `--�
MW-8 ,
MW-8
164.34
1
\ M W-7/�i
1 1154.64�
U Di 2
M W-6
1132.55
I 1
I MW-5�
112.7.73\
a \MMw-
• 1128.5
7
z
TING
NO.
000 - EXISTING
O ELL J.
0 i
1 `
'EXIS L A
1q8 1500 c
C
�J
v
I�
7
�MW-1 R
Abandoned �t Z
V11
MW-1 F
1501.1
\0011:�\
\�l
�MW-11
( 1319.27
I 1
EXIST!
CELL NO. 5
(UNDE
sTRuc loN) 0-10
1279.27
—� BMW-3R2 o MW-3R
1200�1201.99 1184.79SW-5 l
SSW-3
NORTH
0 100 200 400 800
Scale in Feet
Graphic Scale: 1 inch = 400 feet
�,
l'
% LEGEND
`/ 1) SMW-7 Monitoring Well Location
LSUD-1 Underdrain Location
V 1154.64 Groundwater Elevation (fmsl)
—1300— Potentiometric Surface Contour (fmsl)
Hydraulic Gradient & Inferred
i=0.1292 Groundwater Flow Direction
SW-1 Surface Water Sampling Location (Approx)
Landfill Cell Boundary
Water levels collected by Environmental
Sampling & Services, Inc. on January 27, 2020.
Basemap provided by Joyce Engineering, with
topographic survey completed by Cooper Aerial
Surveys Co., date of Photography is January 20,
2014.
SSW-4
40JETT
ENVIRONMENTAL
4 C O N S U L T I N G
Figure 1
1002 Morgan Meadow Drive _ _
Wentzville 63385
January 2020 Event, Potentiornetric Surface Map
314-496-4654
www.jettenvlro.com Foothills Regional Landfill, Caldwell County, North Carolina

Groundwater Elevation Summary Table
Foothills Regional Landfill
Well
Top of PVC Casing
Elevation (fmsl)'
Depth to Water (ft)z
Groundwater Elevation
(fmsl)
MW-1 R2
1516.22
14.96
1501.26
MW-2R
1253.36
48.10
1205.26
MW-3
1241.95
52.45
1189.50
MW-3R
1242.69
57.90
1184.79
MW-3R2
1240.83
38.84
1201.99
MW-4
1171.18
42.60
1128.58
MW-5
1175.07
47.34
1127.73
MW-6
1173.75
41.20
1132.55
MW-7
1183.13
28.49
1154.64
MW-8
1195.18
30.84
1164.34
MW-9
1290.79
68.36
1222.43
MW-10
1356.08
76.81
1279.27
MW-11
1401.71
82.44
1319.27
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 ofMW-1R2 and MW-11. Elevations forMW-1R2 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 January 27, 2020.

Groundwater Flow Velocity Calculations
Foothills Regional Landfill
First Semi -Annual 2020 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 3/3/2020, 10:43 AM
Constituent Well Uooer Lim. Lower Lim. Date Observ. Sia. Ba N Ba Mean Std. Dev. % NDs NDAd. Transform Aloha Method
Cobalt Total (ug/L) MW-4 5.0 n/a 1/27/2020 16.9 Yes 47 n/a n/a 93.62 n/a n/a 0.0008745 NP Inter (NDs) 1 of 2

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Exceeds Limit: MW-4
30
24
C
18
M
M
12
A
0 4-
7/19/99
Prediction Limit
Interwell Non -parametric
8/26/03 10/3/07 11 /11 /11 12/19/15 1 /27/20
♦ MW-4
Limit = 5.0
Non -parametric test used in lieu of parametric prediction limit because censored data exceeded 50%. Limit is highest
of 47 background values. 93.62% NDs. Annual per -constituent alpha = 0.001748. Individual comparison alpha =
0.0008745 (1 of 2). After outlier removal distribution was non -normal, so outlier results were invalidated.
Constituent: Cobalt Total Analysis Run 3/3/2020 10:42 AM
Foothills Client: RSI Data: Foothills

Sanitas" v.9.6.25 Software licensed to Jett Environmental Consulting. UG
Parametric Confidence Interval
Compliance limit is 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
Limal­1_____
Constituent: Benzene Analysis Run 3/9/2020 3:25 PM
Foothills Client: RSI Data: Foothills (1)

Confidence Interval
Constituent: Benzene (ug/L) Analysis Run 3/9/2020 3:26 PM
Foothills Client: RSI Data: Foothills (1)
MW-2R
10/8/2018 2.1
1 /28/2019 1.6
7/25/2019 1.8
1/27/2020 2.2
Mean 1.925
Std. Dev. 0.2754
Upper Lim. 2.55
Lower Lim. 1.3

TIME SERIES TREND ANALYSIS

Sanitas" v.9.6.24 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
3/24/11 6/9/13 8/25/15 11 /10/17
1 /27/20
Constituent: Antimony Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
20
16
12
J
8
4
0 4-
8/10/98
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Arsenic Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
700
560
420
J
280
140
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Barium Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
3
2.4
1.8
J
1.2
0.6
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15
1 /27/20
Constituent: Beryllium Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
8/10/98
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Cadmium Total Analysis Run 3/4/2020 6:26 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
40
32
24
J
16
8
8/10/98
Time Series
a h.,
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Chromium Total Analysis Run 3/4/2020 6:26 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
30
24
18
J
12
6
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Cobalt Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
500
400
300
J
0)
Z3
200
100
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Copper Total Analysis Run 3/4/2020 6:26 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.9.6.24 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
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Lead Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
50
40
I
-
30
J
20
-
10
0
8/10/98
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Nickel Total Analysis Run 3/4/2020 6:26 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.9.6.24 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
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Selenium Total Analysis Run 3/4/2020 6:26 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
50
40
30
J
20
10
0 4-
8/10/98
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Silver Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
J
10
8
rX
4
2
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15
1 /27/20
Constituent: Thallium Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 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
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Vanadium Total Analysis Run 3/4/2020 6:26 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
IF Ivl vv-y
♦ MW-11
♦ MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
200
160
120
J
80
40
8/10/98
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Zinc Total Analysis Run 3/4/2020 6:26 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
5
4
3
J
2
1
0
1 /6/09 3/24/11 6/9/13 8/25/15 11 /10/17 1 /27/20
Constituent: 11-Dichloroethane Analysis Run 3/4/2020 6:29 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
8/10/98
Time Series
11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Benzene Analysis Run 3/4/2020 6:29 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
1 /6/09
Time Series
3/24/11 6/9/13 8/25/15 11 /10/17 1 /27/20
Constituent: cis- 12-Dichloroethene Analysis Run 3/4/2020 6:29 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
Time Series
5
1
4-7
3
J
2
1
0
8/10/98 11 /25/02 3/12/07 6/27/11 10/12/15 1 /27/20
Constituent: Tetra chloroethene Analysis Run 3/4/2020 6:29 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
2
1.6
1.2
J
0.8
0.4
0 4-
1 /6/09
Time Series
1 1
c3
3/24/11 6/9/13 8/25/15 11 /10/17 1 /27/20
Constituent: Toluene Analysis Run 3/4/2020 6:29 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
2
1.6
1.2
J
0.8
0.4
0 4-
1 /6/09
Time Series
3/24/11 6/9/13 8/25/15 11 /10/17 1 /27/20
Constituent: Trichloroethene Analysis Run 3/4/2020 6:29 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.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
2
1.6
1.2
J
0.8
0.4
0 4-
1 /6/09
Time Series
3/24/11 6/9/13 8/25/15 11 /10/17 1 /27/20
Constituent: Vinyl chloride Analysis Run 3/4/2020 6:29 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

Sanitas" v.9.6.24 Software licensed to Jett Environmental Consulting. UG
Hollow symbols indicate censored values.
5
4
3
J
2
1
0
1 /6/09
Time Series
3/24/11 6/9/13 8/25/15 11 /10/17
1 /27/20
Constituent: Xylenes [Total] Analysis Run 3/4/2020 6:29 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
Ivl vv-y
MW-11
MW-1 R2 (bg)

APPENDIX C
LABORATORY ANALYTICAL REPORTS
FIELD SAMPLING FORMS

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
February 11, 2020
Environmental Manager
Foothills Environmental Landfill
2800 Cheraw Road
Lenoir, NC 28645
RE: Project: Foothills Landfill
Pace Project No.: 2628325
Dear Environmental Manager:
Enclosed are the analytical results for sample(s) received by the laboratory on January 28, 2020.
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,
Maiya Parks
[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 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
CERTIFICATIONS
Project: Foothills Landfill
Pace Project No.: 2628325
Pace Analytical Services Atlanta
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 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE SUMMARY
Project: Foothills Landfill
Pace Project No.: 2628325
Lab ID
Sample ID
Matrix
Date Collected
Date Received
2628325001
1403-MW-1 R2
Water
01/27/20 17:47
01/28/20 09:45
2628325002
1403-MW-3R2
Water
01/27/20 16:48
01/28/20 09:45
2628325003
1403-MW-4
Water
01/27/20 14:01
01/28/20 09:45
2628325004
1403-DUP@MW-4
Water
01/27/20 14:03
01/28/20 09:45
2628325005
1403-MW-5
Water
01/27/20 13:16
01/28/20 09:45
2628325006
1403-MW-6
Water
01/27/20 12:31
01/28/20 09:45
2628325007
1403-MW-7
Water
01/27/20 11:31
01/28/20 09:45
2628325008
1403-MW-8
Water
01/27/20 10:43
01/28/20 09:45
2628325009
1403-MW-9
Water
01/27/20 09:42
01/28/20 09:45
2628325010
1403-MW-10
Water
01/27/20 08:55
01/28/20 09:45
2628325011
1403-MW-11
Water
01/27/20 08:07
01/28/20 09:45
2628325012
1403-Field Blank
Water
01/27/20 06:30
01/28/20 09:45
2628325013
1403-SW1
Water
01/27/20 10:04
01/28/20 09:45
2628325014
1403-SW2
Water
01/27/20 14:28
01/28/20 09:45
2628325015
1403-SW3
Water
01/27/20 06:35
01/28/20 09:45
2628325016
1403-SW4
Water
01/27/20 06:54
01/28/20 09:45
2628325017
1403-SW5
Water
01/27/20 07:14
01/28/20 09:45
2628325018
1403-UD1
Water
01/27/20 14:18
01/28/20 09:45
2628325019
1403-UD2
Water
01/27/20 11:44
01/28/20 09:45
2628325020
1403-Trip Blank
Water
01/27/20 06:32
01/28/20 09:45
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 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE ANALYTE COUNT
Project: Foothills Landfill
Pace Project No.: 2628325
Lab ID
Sample ID
Method
Analysts
Analytes
Reported
2628325001
1403-MW-1 R2
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325002
1403-MW-3R2
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325003
1403-MW-4
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325004
1403-DUP@MW-4
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325005
1403-MW-5
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325006
1403-MW-6
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325007
1403-MW-7
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325008
1403-MW-8
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325009
1403-MW-9
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325010
1403-MW-10
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325011
1403-MW-11
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325012
1403-Field Blank
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325013
1403-SW1
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325014
1403-SW2
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325015
1403-SW3
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325016
1403-SW4
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325017
1403-SW5
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325018
1403-UD1
EPA 6020E
CSW
15
EPA 8260D
LIH
51
2628325019
1403-UD2
EPA 6020E
CSW
15
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 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill
Pace Project No.: 2628325
Lab ID Sample ID
2628325020 1403-Trip Blank
SAMPLE ANALYTE COUNT
Method
EPA 8260D
EPA 8260D
REPORT OF LABORATORY ANALYSIS
Analytes
Analysts Reported
LIH 51
LIH 51
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-1R2 Lab ID: 2628325001 Collected: 01/27/20 17:47 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
6.35 Std. Units
1
01/27/20 17:47
Field Temperature
13.1
deg C
1
01/27/20 17:47
Field Specific
75.6
umhos/c
1
01/27/20 17:47
Conductance
m
Field Turbidity
1.15
NTU
1
01/27/20 17:47
Field Oxidation Potential
45.2
mV
1
01/27/20 17:47
Oxygen, Dissolved
1.45
mg/L
1
01/27/20 17:47
7782-44-7 N2
Depth to Water
15.10
feet
1
01/27/20 17:47
6020B MET ICPMS
Analytical Method: EPA 6020B Preparation Method: EPA
3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:13
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:13
7440-38-2
Barium
39.6J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:13
7440-39-3
Beryllium
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:13
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:13
7440-43-9
Chromium
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:13
7440-47-3
Cobalt
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:13
7440-48-4
Copper
0.20J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:13
7440-50-8
Lead
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:13
7439-92-1
Nickel
0.69J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:13
7440-02-0 B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:13
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:13
7440-22-4
Thallium
0.096J
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:13
7440-28-0
Vanadium
2.7J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:13
7440-62-2 B
Zinc
4.8J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:13
7440-66-6
8260D MSV
Analytical Method: EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/29/20 22:58
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/29/20 22:58
107-13-1
Benzene
ND
ug/L
1.0
0.20
1
01/29/20 22:58
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/29/20 22:58
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/29/20 22:58
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/29/20 22:58
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/29/20 22:58
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/29/20 22:58
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/29/20 22:58
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/29/20 22:58
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/29/20 22:58
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/29/20 22:58
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/29/20 22:58
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/29/20 22:58
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/29/20 22:58
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/29/20 22:58
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/29/20 22:58
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/29/20 22:58
74-95-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11 /2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-1R2 Lab ID: 2628325001 Collected: 01/27/20 17:47 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/29/20 22:58
95-50-1
ND
ug/L
1.0
0.58
1
01/29/20 22:58
106-46-7
ND
ug/L
100
1.6
1
01/29/20 22:58
110-57-6
ND
ug/L
5.0
0.41
1
01/29/20 22:58
75-34-3
ND
ug/L
1.0
0.67
1
01/29/20 22:58
107-06-2
ND
ug/L
5.0
0.72
1
01/29/20 22:58
75-35-4
ND
ug/L
5.0
0.66
1
01/29/20 22:58
156-59-2
ND
ug/L
5.0
0.46
1
01/29/20 22:58
156-60-5
ND
ug/L
1.0
0.60
1
01/29/20 22:58
78-87-5
ND
ug/L
1.0
0.22
1
01/29/20 22:58
10061-01-5
ND
ug/L
1.0
0.30
1
01/29/20 22:58
10061-02-6
ND
ug/L
1.0
0.45
1
01/29/20 22:58
100-41-4
ND
ug/L
50.0
0.89
1
01/29/20 22:58
591-78-6
ND
ug/L
10.0
3.1
1
01/29/20 22:58
74-88-4
ND
ug/L
1.0
0.50
1
01/29/20 22:58
75-09-2
ND
ug/L
100
0.86
1
01/29/20 22:58
108-10-1
ND
ug/L
1.0
0.50
1
01/29/20 22:58
100-42-5
ND
ug/L
5.0
0.32
1
01/29/20 22:58
630-20-6
ND
ug/L
3.0
0.53
1
01/29/20 22:58
79-34-5
ND
ug/L
1.0
0.78
1
01/29/20 22:58
127-18-4
0.39J
ug/L
1.0
0.31
1
01/29/20 22:58
108-88-3
ND
ug/L
1.0
0.38
1
01/29/20 22:58
71-55-6
ND
ug/L
1.0
0.59
1
01/29/20 22:58
79-00-5
ND
ug/L
1.0
0.34
1
01/29/20 22:58
79-01-6
ND
ug/L
1.0
0.51
1
01/29/20 22:58
75-69-4
ND
ug/L
1.0
0.46
1
01/29/20 22:58
96-18-4
ND
ug/L
50.0
0.42
1
01/29/20 22:58
108-05-4
ND
ug/L
1.0
0.60
1
01/29/20 22:58
75-01-4
ND
ug/L
5.0
1.5
1
01/29/20 22:58
1330-20-7
106
%.
81-119
1
01/29/20 22:58
17060-07-0
104
%.
82-114
1
01/29/20 22:58
1868-53-7
108
%.
82-120
1
01/29/20 22:58
460-00-4
97
%.
82-109
1
01/29/20 22:58
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.
v1
Page 7 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-3R2 Lab ID: 2628325002 Collected: 01/27/20 16:48 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
7.95 Std. Units
1
01/27/20 16:48
Field Temperature
15.8
deg C
1
01/27/20 16:48
Field Specific
277
umhos/c
1
01/27/20 16:48
Conductance
m
Field Turbidity
4.90
NTU
1
01/27/20 16:48
Field Oxidation Potential
-30.8
mV
1
01/27/20 16:48
Oxygen, Dissolved
3.51
mg/L
1
01/27/20 16:48
7782-44-7
N2
Depth to Water
39.29
feet
1
01/27/20 16:48
6020B MET ICPMS
Analytical Method: EPA 6020B Preparation Method: EPA
3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:19
7440-36-0
Arsenic
0.94J
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:19
7440-38-2
Barium
6.OJ
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:19
7440-39-3
Beryllium
0.078J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:19
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:19
7440-43-9
Chromium
1.5J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:19
7440-47-3
B
Cobalt
0.54J
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:19
7440-48-4
Copper
0.78J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:19
7440-50-8
Lead
0.56J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:19
7439-92-1
Nickel
1.1J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:19
7440-02-0
B
Selenium
1.4J
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:19
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:19
7440-22-4
Thallium
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:19
7440-28-0
Vanadium
4.5J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:19
7440-62-2
B
Zinc
3.2J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:19
7440-66-6
8260D MSV
Analytical Method: EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/29/20 23:23
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/29/20 23:23
107-13-1
Benzene
ND
ug/L
1.0
0.20
1
01/29/20 23:23
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/29/20 23:23
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/29/20 23:23
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/29/20 23:23
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/29/20 23:23
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/29/20 23:23
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/29/20 23:23
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/29/20 23:23
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/29/20 23:23
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/29/20 23:23
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/29/20 23:23
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/29/20 23:23
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/29/20 23:23
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/29/20 23:23
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/29/20 23:23
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/29/20 23:23
74-95-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11 /2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-3R2 Lab ID: 2628325002 Collected: 01/27/20 16:48 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/29/20 23:23
95-50-1
ND
ug/L
1.0
0.58
1
01/29/20 23:23
106-46-7
ND
ug/L
100
1.6
1
01/29/20 23:23
110-57-6
ND
ug/L
5.0
0.41
1
01/29/20 23:23
75-34-3
ND
ug/L
1.0
0.67
1
01/29/20 23:23
107-06-2
ND
ug/L
5.0
0.72
1
01/29/20 23:23
75-35-4
ND
ug/L
5.0
0.66
1
01/29/20 23:23
156-59-2
ND
ug/L
5.0
0.46
1
01/29/20 23:23
156-60-5
ND
ug/L
1.0
0.60
1
01/29/20 23:23
78-87-5
ND
ug/L
1.0
0.22
1
01/29/20 23:23
10061-01-5
ND
ug/L
1.0
0.30
1
01/29/20 23:23
10061-02-6
ND
ug/L
1.0
0.45
1
01/29/20 23:23
100-41-4
ND
ug/L
50.0
0.89
1
01/29/20 23:23
591-78-6
ND
ug/L
10.0
3.1
1
01/29/20 23:23
74-88-4
ND
ug/L
1.0
0.50
1
01/29/20 23:23
75-09-2
ND
ug/L
100
0.86
1
01/29/20 23:23
108-10-1
ND
ug/L
1.0
0.50
1
01/29/20 23:23
100-42-5
ND
ug/L
5.0
0.32
1
01/29/20 23:23
630-20-6
ND
ug/L
3.0
0.53
1
01/29/20 23:23
79-34-5
ND
ug/L
1.0
0.78
1
01/29/20 23:23
127-18-4
ND
ug/L
1.0
0.31
1
01/29/20 23:23
108-88-3
ND
ug/L
1.0
0.38
1
01/29/20 23:23
71-55-6
ND
ug/L
1.0
0.59
1
01/29/20 23:23
79-00-5
ND
ug/L
1.0
0.34
1
01/29/20 23:23
79-01-6
0.79J
ug/L
1.0
0.51
1
01/29/20 23:23
75-69-4
ND
ug/L
1.0
0.46
1
01/29/20 23:23
96-18-4
ND
ug/L
50.0
0.42
1
01/29/20 23:23
108-05-4
ND
ug/L
1.0
0.60
1
01/29/20 23:23
75-01-4
ND
ug/L
5.0
1.5
1
01/29/20 23:23
1330-20-7
107
%.
81-119
1
01/29/20 23:23
17060-07-0
107
%.
82-114
1
01/29/20 23:23
1868-53-7
103
%.
82-120
1
01/29/20 23:23
460-00-4
95
%.
82-109
1
01/29/20 23:23
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.
v1
Page 9 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-4
Lab ID: 2628325003
Collected:
01/27/20 14:01
Received: 01/28/20 09:45 Matrix: Water
Report
Reg.
Parameters
Results
Units
Limit
MDL
Limit DF
Prepared
Analyzed
CAS No. Qual
Field Data
Analytical Method:
Field pH
5.20
Std. Units
1
01/27/20 14:01
Field Temperature
16.0
deg C
1
01/27/20 14:01
Field Specific
40.2
umhos/c
1
01/27/20 14:01
Conductance
m
Field Turbidity
0.22
NTU
1
01/27/20 14:01
Field Oxidation Potential
104.2
mV
1
01/27/20 14:01
Oxygen, Dissolved
1.20
mg/L
1
01/27/20 14:01
7782-44-7 N2
Depth to Water
42.72
feet
1
01/27/20 14:01
6020B MET ICPMS
Analytical Method: EPA 6020B Preparation Method: EPA 3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:25
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:25
7440-38-2
Barium
60.1J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:25
7440-39-3
Beryllium
0.089J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:25
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:25
7440-43-9
Chromium
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:25
7440-47-3
Cobalt
16.9
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:25
7440-48-4
Copper
ND
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:25
7440-50-8
Lead
0.053J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:25
7439-92-1
Nickel
0.68J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:25
7440-02-0 B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:25
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:25
7440-22-4
Thallium
0.075J
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:25
7440-28-0
Vanadium
2.9J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:25
7440-62-2 B
Zinc
3.1J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:25
7440-66-6
8260D MSV
Analytical Method: EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/29/20 23:47
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/29/20 23:47
107-13-1
Benzene
ND
ug/L
1.0
0.20
1
01/29/20 23:47
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/29/20 23:47
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/29/20 23:47
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/29/20 23:47
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/29/20 23:47
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/29/20 23:47
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/29/20 23:47
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/29/20 23:47
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/29/20 23:47
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/29/20 23:47
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/29/20 23:47
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/29/20 23:47
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/29/20 23:47
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/29/20 23:47
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/29/20 23:47
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/29/20 23:47
74-95-3
REPORT OF LABORATORY ANALYSIS
This report
shall not be reproduced, except in
full,
Date: 02/11/2020 05:26 PM
without
the written
consent of Pace Analytical Services, LLC.
Page 10 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-4 Lab ID: 2628325003 Collected: 01/27/20 14:01 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/29/20 23:47
95-50-1
ND
ug/L
1.0
0.58
1
01/29/20 23:47
106-46-7
ND
ug/L
100
1.6
1
01/29/20 23:47
110-57-6
ND
ug/L
5.0
0.41
1
01/29/20 23:47
75-34-3
ND
ug/L
1.0
0.67
1
01/29/20 23:47
107-06-2
ND
ug/L
5.0
0.72
1
01/29/20 23:47
75-35-4
ND
ug/L
5.0
0.66
1
01/29/20 23:47
156-59-2
ND
ug/L
5.0
0.46
1
01/29/20 23:47
156-60-5
ND
ug/L
1.0
0.60
1
01/29/20 23:47
78-87-5
ND
ug/L
1.0
0.22
1
01/29/20 23:47
10061-01-5
ND
ug/L
1.0
0.30
1
01/29/20 23:47
10061-02-6
ND
ug/L
1.0
0.45
1
01/29/20 23:47
100-41-4
ND
ug/L
50.0
0.89
1
01/29/20 23:47
591-78-6
ND
ug/L
10.0
3.1
1
01/29/20 23:47
74-88-4
ND
ug/L
1.0
0.50
1
01/29/20 23:47
75-09-2
ND
ug/L
100
0.86
1
01/29/20 23:47
108-10-1
ND
ug/L
1.0
0.50
1
01/29/20 23:47
100-42-5
ND
ug/L
5.0
0.32
1
01/29/20 23:47
630-20-6
ND
ug/L
3.0
0.53
1
01/29/20 23:47
79-34-5
ND
ug/L
1.0
0.78
1
01/29/20 23:47
127-18-4
ND
ug/L
1.0
0.31
1
01/29/20 23:47
108-88-3
ND
ug/L
1.0
0.38
1
01/29/20 23:47
71-55-6
ND
ug/L
1.0
0.59
1
01/29/20 23:47
79-00-5
ND
ug/L
1.0
0.34
1
01/29/20 23:47
79-01-6
ND
ug/L
1.0
0.51
1
01/29/20 23:47
75-69-4
ND
ug/L
1.0
0.46
1
01/29/20 23:47
96-18-4
ND
ug/L
50.0
0.42
1
01/29/20 23:47
108-05-4
ND
ug/L
1.0
0.60
1
01/29/20 23:47
75-01-4
ND
ug/L
5.0
1.5
1
01/29/20 23:47
1330-20-7
105
%.
81-119
1
01/29/20 23:47
17060-07-0
106
%.
82-114
1
01/29/20 23:47
1868-53-7
105
%.
82-120
1
01/29/20 23:47
460-00-4
95
%.
82-109
1
01/29/20 23:47
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.
v1
Page 11 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-DUP@MW-4 Lab ID: 2628325004 Collected: 01/27/20 14:03 Received: 01/28/20 09:45 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
8260D MSV
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: 02/11/2020 05:26 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:31
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:31
7440-38-2
63.OJ
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:31
7440-39-3
0.095J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:31
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:31
7440-43-9
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:31
7440-47-3
17.8
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:31
7440-48-4
0.30J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:31
7440-50-8
0.054J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:31
7439-92-1
0.83J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:31
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:31
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:31
7440-22-4
0.079J
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:31
7440-28-0
3.OJ
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:31
7440-62-2
4.1J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:31
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/30/20 00:12
67-64-1
ND
ug/L
200
2.5
1
01/30/20 00:12
107-13-1
ND
ug/L
1.0
0.20
1
01/30/20 00:12
71-43-2
ND
ug/L
3.0
0.50
1
01/30/20 00:12
74-97-5
ND
ug/L
1.0
0.36
1
01/30/20 00:12
75-27-4
ND
ug/L
3.0
0.55
1
01/30/20 00:12
75-25-2
ND
ug/L
10.0
0.95
1
01/30/20 00:12
74-83-9
ND
ug/L
100
3.2
1
01/30/20 00:12
78-93-3
ND
ug/L
100
0.79
1
01/30/20 00:12
75-15-0
ND
ug/L
1.0
0.42
1
01/30/20 00:12
56-23-5
ND
ug/L
3.0
0.53
1
01/30/20 00:12
108-90-7
ND
ug/L
10.0
0.52
1
01/30/20 00:12
75-00-3
ND
ug/L
5.0
0.58
1
01/30/20 00:12
67-66-3
ND
ug/L
1.0
0.38
1
01/30/20 00:12
74-87-3
ND
ug/L
2.0
0.55
1
01/30/20 00:12
96-12-8
ND
ug/L
3.0
0.31
1
01/30/20 00:12
124-48-1
ND
ug/L
2.0
0.28
1
01/30/20 00:12
106-93-4
ND
ug/L
10.0
0.62
1
01/30/20 00:12
74-95-3
ND
ug/L
5.0
0.49
1
01/30/20 00:12
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 00:12
106-46-7
ND
ug/L
100
1.6
1
01/30/20 00:12
110-57-6
ND
ug/L
5.0
0.41
1
01/30/20 00:12
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 00:12
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 00:12
75-35-4
ND
ug/L
5.0
0.66
1
01/30/20 00:12
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 00:12
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 00:12
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.
B
B
Page 12 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-DUP@MW-4
Parameters
8260D MSV
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
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
ANALYTICAL RESULTS
Lab ID: 2628325004 Collected: 01/27/20 14:03 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.22
1
01/30/20 00:12
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 00:12
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 00:12
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 00:12
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 00:12
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 00:12
75-09-2
ND
ug/L
100
0.86
1
01/30/20 00:12
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 00:12
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 00:12
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 00:12
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 00:12
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 00:12
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 00:12
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 00:12
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 00:12
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 00:12
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 00:12
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 00:12
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 00:12
75-01-4
ND
ug/L
5.0
1.5
1
01/30/20 00:12
1330-20-7
109
%.
81-119
1
01/30/20 00:12
17060-07-0
106
%.
82-114
1
01/30/20 00:12
1868-53-7
105
%.
82-120
1
01/30/20 00:12
460-00-4
96
%.
82-109
1
01/30/20 00:12
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.
v1
Page 13 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-5 Lab ID: 2628325005 Collected: 01/27/20 13:16 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
5.89 Std. Units
1
01/27/20 13:16
Field Temperature
15.4
deg C
1
01/27/20 13:16
Field Specific
204
umhos/c
1
01/27/20 13:16
Conductance
m
Field Turbidity
0.60
NTU
1
01/27/20 13:16
Field Oxidation Potential
67.4
mV
1
01/27/20 13:16
Oxygen, Dissolved
2.62
mg/L
1
01/27/20 13:16
7782-44-7
N2
Depth to Water
47.54
feet
1
01/27/20 13:16
6020B MET ICPMS
Analytical Method:
EPA 6020B Preparation Method: EPA
3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:36
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:36
7440-38-2
Barium
125
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:36
7440-39-3
Beryllium
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:36
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:36
7440-43-9
Chromium
1.2J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:36
7440-47-3
B
Cobalt
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:36
7440-48-4
Copper
ND
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:36
7440-50-8
Lead
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:36
7439-92-1
Nickel
1.7J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:36
7440-02-0
B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:36
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:36
7440-22-4
Thallium
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:36
7440-28-0
Vanadium
6.8J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:36
7440-62-2
B
Zinc
ND
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:36
7440-66-6
8260D MSV
Analytical Method:
EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/30/20 00:36
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/30/20 00:36
107-13-1
Benzene
0.71J
ug/L
1.0
0.20
1
01/30/20 00:36
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/30/20 00:36
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/30/20 00:36
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/30/20 00:36
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/30/20 00:36
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/30/20 00:36
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/30/20 00:36
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/30/20 00:36
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/30/20 00:36
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/30/20 00:36
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/30/20 00:36
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/30/20 00:36
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/30/20 00:36
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/30/20 00:36
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/30/20 00:36
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/30/20 00:36
74-95-3
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced,
except in
full,
Date: 02/11/2020 05:26 PM
without
the written consent of Pace Analytical
Services,
LLC.
Page 14 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-5 Lab ID: 2628325005 Collected: 01/27/20 13:16 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/30/20 00:36
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 00:36
106-46-7
ND
ug/L
100
1.6
1
01/30/20 00:36
110-57-6
ND
ug/L
5.0
0.41
1
01/30/20 00:36
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 00:36
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 00:36
75-35-4
1.4J
ug/L
5.0
0.66
1
01/30/20 00:36
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 00:36
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 00:36
78-87-5
ND
ug/L
1.0
0.22
1
01/30/20 00:36
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 00:36
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 00:36
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 00:36
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 00:36
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 00:36
75-09-2
ND
ug/L
100
0.86
1
01/30/20 00:36
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 00:36
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 00:36
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 00:36
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 00:36
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 00:36
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 00:36
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 00:36
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 00:36
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 00:36
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 00:36
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 00:36
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 00:36
75-01-4
ND
ug/L
5.0
1.5
1
01/30/20 00:36
1330-20-7
106
%.
81-119
1
01/30/20 00:36
17060-07-0
103
%.
82-114
1
01/30/20 00:36
1868-53-7
107
%.
82-120
1
01/30/20 00:36
460-00-4
97
%.
82-109
1
01/30/20 00:36
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.
v1
Page 15 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-6
Lab ID: 2628325006
Collected:
01/27/20 12:31
Received: 01/28/20 09:45 Matrix: Water
Report
Reg.
Parameters
Results
Units
Limit
MDL
Limit DF
Prepared
Analyzed
CAS No.
Qual
Field Data
Analytical Method:
Field pH
5.54
Std. Units
1
01/27/20 12:31
Field Temperature
14.3
deg C
1
01/27/20 12:31
Field Specific
164.0
umhos/c
1
01/27/20 12:31
Conductance
m
Field Turbidity
4.15
NTU
1
01/27/20 12:31
Field Oxidation Potential
85.9
mV
1
01/27/20 12:31
Oxygen, Dissolved
1.74
mg/L
1
01/27/20 12:31
7782-44-7
N2
Depth to Water
41.30
feet
1
01/27/20 12:31
6020B MET ICPMS
Analytical Method: EPA 6020B Preparation Method: EPA 3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:42
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:42
7440-38-2
Barium
170
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:42
7440-39-3
Beryllium
0.46J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:42
7440-41-7
Cadmium
0.14J
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:42
7440-43-9
Chromium
0.69J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:42
7440-47-3
B
Cobalt
5.7J
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:42
7440-48-4
Copper
ND
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:42
7440-50-8
Lead
0.20J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:42
7439-92-1
Nickel
0.46J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:42
7440-02-0
B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:42
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:42
7440-22-4
Thallium
0.083J
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:42
7440-28-0
Vanadium
5.OJ
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:42
7440-62-2
B
Zinc
1.8J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:42
7440-66-6
8260D MSV
Analytical Method: EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/30/20 01:01
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/30/20 01:01
107-13-1
Benzene
ND
ug/L
1.0
0.20
1
01/30/20 01:01
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/30/20 01:01
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/30/20 01:01
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/30/20 01:01
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/30/20 01:01
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/30/20 01:01
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/30/20 01:01
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/30/20 01:01
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/30/20 01:01
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/30/20 01:01
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/30/20 01:01
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/30/20 01:01
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/30/20 01:01
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/30/20 01:01
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/30/20 01:01
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/30/20 01:01
74-95-3
REPORT OF LABORATORY ANALYSIS
This report
shall not be reproduced, except in
full,
Date: 02/11/2020 05:26 PM
without
the written
consent of Pace Analytical Services, LLC.
Page 16 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-6 Lab ID: 2628325006 Collected: 01/27/20 12:31 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/30/20 01:01
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 01:01
106-46-7
ND
ug/L
100
1.6
1
01/30/20 01:01
110-57-6
ND
ug/L
5.0
0.41
1
01/30/20 01:01
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 01:01
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 01:01
75-35-4
ND
ug/L
5.0
0.66
1
01/30/20 01:01
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 01:01
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 01:01
78-87-5
ND
ug/L
1.0
0.22
1
01/30/20 01:01
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 01:01
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 01:01
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 01:01
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 01:01
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 01:01
75-09-2
ND
ug/L
100
0.86
1
01/30/20 01:01
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 01:01
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 01:01
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 01:01
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 01:01
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 01:01
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 01:01
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 01:01
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 01:01
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 01:01
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 01:01
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 01:01
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 01:01
75-01-4
ND
ug/L
5.0
1.5
1
01/30/20 01:01
1330-20-7
107
%.
81-119
1
01/30/20 01:01
17060-07-0
106
%.
82-114
1
01/30/20 01:01
1868-53-7
106
%.
82-120
1
01/30/20 01:01
460-00-4
95
%.
82-109
1
01/30/20 01:01
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.
v1
Page 17 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-7
Lab ID: 2628325007
Collected:
01/27/20 11:31
Received: 01/28/20 09:45 Matrix: Water
Report
Reg.
Parameters
Results
Units
Limit
MDL
Limit DF
Prepared
Analyzed
CAS No.
Qual
Field Data
Analytical Method:
Field pH
5.44
Std. Units
1
01/27/20 11:31
Field Temperature
14.3
deg C
1
01/27/20 11:31
Field Specific
138.9
umhos/c
1
01/27/20 11:31
Conductance
m
Field Turbidity
3.31
NTU
1
01/27/20 11:31
Field Oxidation Potential
90.9
mV
1
01/27/20 11:31
Oxygen, Dissolved
5.35
mg/L
1
01/27/20 11:31
7782-44-7
N2
Depth to Water
28.62
feet
1
01/27/20 11:31
6020B MET ICPMS
Analytical Method: EPA 6020B Preparation Method: EPA 3005A
Antimony
0.57J
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:48
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:48
7440-38-2
Barium
60.9J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:48
7440-39-3
Beryllium
0.26J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:48
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:48
7440-43-9
Chromium
2.3J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:48
7440-47-3
B
Cobalt
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:48
7440-48-4
Copper
0.93J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:48
7440-50-8
Lead
0.27J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:48
7439-92-1
Nickel
0.57J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:48
7440-02-0
B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:48
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:48
7440-22-4
Thallium
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:48
7440-28-0
Vanadium
7.OJ
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:48
7440-62-2
B
Zinc
2.8J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:48
7440-66-6
8260D MSV
Analytical Method: EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/30/20 01:25
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/30/20 01:25
107-13-1
Benzene
ND
ug/L
1.0
0.20
1
01/30/20 01:25
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/30/20 01:25
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/30/20 01:25
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/30/20 01:25
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/30/20 01:25
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/30/20 01:25
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/30/20 01:25
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/30/20 01:25
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/30/20 01:25
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/30/20 01:25
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/30/20 01:25
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/30/20 01:25
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/30/20 01:25
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/30/20 01:25
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/30/20 01:25
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/30/20 01:25
74-95-3
REPORT OF LABORATORY ANALYSIS
This report
shall not be reproduced, except in
full,
Date: 02/11/2020 05:26 PM
without
the written
consent of Pace Analytical Services, LLC.
Page 18 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-7 Lab ID: 2628325007 Collected: 01/27/20 11:31 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/30/20 01:25
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 01:25
106-46-7
ND
ug/L
100
1.6
1
01/30/20 01:25
110-57-6
ND
ug/L
5.0
0.41
1
01/30/20 01:25
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 01:25
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 01:25
75-35-4
ND
ug/L
5.0
0.66
1
01/30/20 01:25
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 01:25
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 01:25
78-87-5
ND
ug/L
1.0
0.22
1
01/30/20 01:25
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 01:25
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 01:25
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 01:25
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 01:25
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 01:25
75-09-2
ND
ug/L
100
0.86
1
01/30/20 01:25
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 01:25
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 01:25
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 01:25
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 01:25
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 01:25
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 01:25
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 01:25
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 01:25
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 01:25
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 01:25
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 01:25
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 01:25
75-01-4
ND
ug/L
5.0
1.5
1
01/30/20 01:25
1330-20-7
106
%.
81-119
1
01/30/20 01:25
17060-07-0
105
%.
82-114
1
01/30/20 01:25
1868-53-7
106
%.
82-120
1
01/30/20 01:25
460-00-4
100
%.
82-109
1
01/30/20 01:25
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.
v1
Page 19 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-8 Lab ID: 2628325008 Collected: 01/27/20 10:43 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
5.33 Std. Units
1
01/27/20 10:43
Field Temperature
13.1
deg C
1
01/27/20 10:43
Field Specific
70.8
umhos/c
1
01/27/20 10:43
Conductance
m
Field Turbidity
6.45
NTU
1
01/27/20 10:43
Field Oxidation Potential
96.4
mV
1
01/27/20 10:43
Oxygen, Dissolved
2.08
mg/L
1
01/27/20 10:43
7782-44-7
N2
Depth to Water
30.95
feet
1
01/27/20 10:43
6020B MET ICPMS
Analytical Method:
EPA 6020B Preparation Method: EPA
3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 20:54
7440-36-0
Arsenic
0.36J
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 20:54
7440-38-2
Barium
42.8J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 20:54
7440-39-3
Beryllium
0.22J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 20:54
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 20:54
7440-43-9
Chromium
1.OJ
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 20:54
7440-47-3
B
Cobalt
2.9J
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 20:54
7440-48-4
Copper
1.5J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 20:54
7440-50-8
Lead
0.33J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 20:54
7439-92-1
Nickel
1.3J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 20:54
7440-02-0
B
Selenium
1.5J
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 20:54
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 20:54
7440-22-4
Thallium
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 20:54
7440-28-0
Vanadium
5.1J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 20:54
7440-62-2
B
Zinc
4.7J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 20:54
7440-66-6
8260D MSV
Analytical Method:
EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/30/20 01:50
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/30/20 01:50
107-13-1
Benzene
ND
ug/L
1.0
0.20
1
01/30/20 01:50
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/30/20 01:50
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/30/20 01:50
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/30/20 01:50
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/30/20 01:50
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/30/20 01:50
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/30/20 01:50
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/30/20 01:50
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/30/20 01:50
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/30/20 01:50
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/30/20 01:50
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/30/20 01:50
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/30/20 01:50
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/30/20 01:50
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/30/20 01:50
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/30/20 01:50
74-95-3
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced,
except in
full,
Date: 02/11/2020 05:26 PM
without
the written consent of Pace Analytical
Services,
LLC.
Page 20 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-8 Lab ID: 2628325008 Collected: 01/27/20 10:43 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/30/20 01:50
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 01:50
106-46-7
ND
ug/L
100
1.6
1
01/30/20 01:50
110-57-6
ND
ug/L
5.0
0.41
1
01/30/20 01:50
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 01:50
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 01:50
75-35-4
ND
ug/L
5.0
0.66
1
01/30/20 01:50
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 01:50
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 01:50
78-87-5
ND
ug/L
1.0
0.22
1
01/30/20 01:50
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 01:50
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 01:50
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 01:50
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 01:50
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 01:50
75-09-2
ND
ug/L
100
0.86
1
01/30/20 01:50
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 01:50
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 01:50
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 01:50
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 01:50
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 01:50
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 01:50
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 01:50
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 01:50
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 01:50
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 01:50
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 01:50
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 01:50
75-01-4
ND
ug/L
5.0
1.5
1
01/30/20 01:50
1330-20-7
107
%.
81-119
1
01/30/20 01:50
17060-07-0
106
%.
82-114
1
01/30/20 01:50
1868-53-7
105
%.
82-120
1
01/30/20 01:50
460-00-4
96
%.
82-109
1
01/30/20 01:50
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.
v1
Page 21 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-9 Lab ID: 2628325009 Collected: 01/27/20 09:42 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
5.85 Std. Units
1
01/27/20 09:42
Field Temperature
14.2
deg C
1
01/27/20 09:42
Field Specific
165.7
umhos/c
1
01/27/20 09:42
Conductance
m
Field Turbidity
0.35
NTU
1
01/27/20 09:42
Field Oxidation Potential
69.2
mV
1
01/27/20 09:42
Oxygen, Dissolved
3.05
mg/L
1
01/27/20 09:42
7782-44-7 N2
Depth to Water
68.51
feet
1
01/27/20 09:42
6020B MET ICPMS
Analytical Method:
EPA 6020B Preparation Method: EPA
3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 21:11
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 21:11
7440-38-2
Barium
10.6J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 21:11
7440-39-3
Beryllium
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 21:11
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 21:11
7440-43-9
Chromium
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 21:11
7440-47-3
Cobalt
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 21:11
7440-48-4
Copper
ND
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 21:11
7440-50-8
Lead
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 21:11
7439-92-1
Nickel
0.60J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 21:11
7440-02-0 B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 21:11
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 21:11
7440-22-4
Thallium
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 21:11
7440-28-0
Vanadium
5.4J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 21:11
7440-62-2 B
Zinc
ND
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 21:11
7440-66-6
8260D MSV
Analytical Method:
EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/30/20 02:14
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/30/20 02:14
107-13-1
Benzene
1.2
ug/L
1.0
0.20
1
01/30/20 02:14
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/30/20 02:14
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/30/20 02:14
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/30/20 02:14
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/30/20 02:14
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/30/20 02:14
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/30/20 02:14
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/30/20 02:14
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/30/20 02:14
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/30/20 02:14
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/30/20 02:14
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/30/20 02:14
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/30/20 02:14
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/30/20 02:14
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/30/20 02:14
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/30/20 02:14
74-95-3
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced,
except in
full,
Date: 02/11/2020 05:26 PM
without
the written consent of Pace Analytical
Services,
LLC.
Page 22 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-9 Lab ID: 2628325009 Collected: 01/27/20 09:42 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/30/20 02:14
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 02:14
106-46-7
ND
ug/L
100
1.6
1
01/30/20 02:14
110-57-6
0.66J
ug/L
5.0
0.41
1
01/30/20 02:14
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 02:14
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 02:14
75-35-4
2.4J
ug/L
5.0
0.66
1
01/30/20 02:14
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 02:14
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 02:14
78-87-5
ND
ug/L
1.0
0.22
1
01/30/20 02:14
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 02:14
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 02:14
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 02:14
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 02:14
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 02:14
75-09-2
ND
ug/L
100
0.86
1
01/30/20 02:14
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 02:14
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 02:14
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 02:14
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 02:14
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 02:14
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 02:14
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 02:14
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 02:14
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 02:14
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 02:14
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 02:14
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 02:14
75-01-4
1.8J
ug/L
5.0
1.5
1
01/30/20 02:14
1330-20-7
108
%.
81-119
1
01/30/20 02:14
17060-07-0
107
%.
82-114
1
01/30/20 02:14
1868-53-7
107
%.
82-120
1
01/30/20 02:14
460-00-4
97
%.
82-109
1
01/30/20 02:14
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.
v1
Page 23 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-10 Lab ID: 2628325010 Collected: 01/27/20 08:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
6.31
Std. Units
1
01/27/20 08:55
Field Temperature
13.5
deg C
1
01/27/20 08:55
Field Specific
58.7
umhos/c
1
01/27/20 08:55
Conductance
m
Field Turbidity
4.16
NTU
1
01/27/20 08:55
Field Oxidation Potential
45.1
mV
1
01/27/20 08:55
Oxygen, Dissolved
6.12
mg/L
1
01/27/20 08:55
7782-44-7
N2
Depth to Water
77.05
feet
1
01/27/20 08:55
6020B MET ICPMS
Analytical Method:
EPA 6020B Preparation Method: EPA
3005A
Antimony
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 21:16
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 21:16
7440-38-2
Barium
28.5J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 21:16
7440-39-3
Beryllium
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 21:16
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 21:16
7440-43-9
Chromium
1.7J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 21:16
7440-47-3
B
Cobalt
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 21:16
7440-48-4
Copper
0.56J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 21:16
7440-50-8
Lead
0.31J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 21:16
7439-92-1
Nickel
0.66J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 21:16
7440-02-0
B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 21:16
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 21:16
7440-22-4
Thallium
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 21:16
7440-28-0
Vanadium
9.3J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 21:16
7440-62-2
B
Zinc
3.4J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 21:16
7440-66-6
8260D MSV
Analytical Method:
EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/30/20 02:39
67-64-1
R1
Acrylonitrile
ND
ug/L
200
2.5
1
01/30/20 02:39
107-13-1
R1
Benzene
ND
ug/L
1.0
0.20
1
01/30/20 02:39
71-43-2
R1
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/30/20 02:39
74-97-5
R1
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/30/20 02:39
75-27-4
R1
Bromoform
ND
ug/L
3.0
0.55
1
01/30/20 02:39
75-25-2
R1
Bromomethane
ND
ug/L
10.0
0.95
1
01/30/20 02:39
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/30/20 02:39
78-93-3
R1
Carbon disulfide
ND
ug/L
100
0.79
1
01/30/20 02:39
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/30/20 02:39
56-23-5
M1,R1
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/30/20 02:39
108-90-7
R1
Chloroethane
ND
ug/L
10.0
0.52
1
01/30/20 02:39
75-00-3
R1
Chloroform
ND
ug/L
5.0
0.58
1
01/30/20 02:39
67-66-3
R1
Chloromethane
ND
ug/L
1.0
0.38
1
01/30/20 02:39
74-87-3
R1
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/30/20 02:39
96-12-8
M1,R1
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/30/20 02:39
124-48-1
R1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/30/20 02:39
106-93-4
R1
Dibromomethane
ND
ug/L
10.0
0.62
1
01/30/20 02:39
74-95-3
M1,R1
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced,
except in
full,
Date: 02/11/2020 05:26 PM
without
the written consent of Pace Analytical
Services,
LLC.
Page 24 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-10 Lab ID: 2628325010 Collected: 01/27/20 08:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/30/20 02:39
95-50-1
M1,R1
ND
ug/L
1.0
0.58
1
01/30/20 02:39
106-46-7
R1
ND
ug/L
100
1.6
1
01/30/20 02:39
110-57-6
M1,R1
ND
ug/L
5.0
0.41
1
01/30/20 02:39
75-34-3
R1
ND
ug/L
1.0
0.67
1
01/30/20 02:39
107-06-2
R1
ND
ug/L
5.0
0.72
1
01/30/20 02:39
75-35-4
R1
ND
ug/L
5.0
0.66
1
01/30/20 02:39
156-59-2
R1
ND
ug/L
5.0
0.46
1
01/30/20 02:39
156-60-5
R1
ND
ug/L
1.0
0.60
1
01/30/20 02:39
78-87-5
R1
ND
ug/L
1.0
0.22
1
01/30/20 02:39
10061-01-5
R1
ND
ug/L
1.0
0.30
1
01/30/20 02:39
10061-02-6
R1
ND
ug/L
1.0
0.45
1
01/30/20 02:39
100-41-4
R1
ND
ug/L
50.0
0.89
1
01/30/20 02:39
591-78-6
R1
ND
ug/L
10.0
3.1
1
01/30/20 02:39
74-88-4
R1
ND
ug/L
1.0
0.50
1
01/30/20 02:39
75-09-2
R1
ND
ug/L
100
0.86
1
01/30/20 02:39
108-10-1
R1
ND
ug/L
1.0
0.50
1
01/30/20 02:39
100-42-5
M1,R1
ND
ug/L
5.0
0.32
1
01/30/20 02:39
630-20-6
M1,R1
ND
ug/L
3.0
0.53
1
01/30/20 02:39
79-34-5
R1
ND
ug/L
1.0
0.78
1
01/30/20 02:39
127-18-4
R1
ND
ug/L
1.0
0.31
1
01/30/20 02:39
108-88-3
R1
ND
ug/L
1.0
0.38
1
01/30/20 02:39
71-55-6
M1,R1,
v1
ND
ug/L
1.0
0.59
1
01/30/20 02:39
79-00-5
R1
ND
ug/L
1.0
0.34
1
01/30/20 02:39
79-01-6
R1
ND
ug/L
1.0
0.51
1
01/30/20 02:39
75-69-4
M1,R1
ND
ug/L
1.0
0.46
1
01/30/20 02:39
96-18-4
M1,R1
ND
ug/L
50.0
0.42
1
01/30/20 02:39
108-05-4
M1,R1
ND
ug/L
1.0
0.60
1
01/30/20 02:39
75-01-4
R1
ND
ug/L
5.0
1.5
1
01/30/20 02:39
1330-20-7
RS
107
%.
81-119
1
01/30/20 02:39
17060-07-0
105
%.
82-114
1
01/30/20 02:39
1868-53-7
108
%.
82-120
1
01/30/20 02:39
460-00-4
96
%.
82-109
1
01/30/20 02:39
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 25 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-11 Lab ID: 2628325011 Collected: 01/27/20 08:07 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
6.46 Std. Units
1
01/27/20 08:07
Field Temperature
13.3
deg C
1
01/27/20 08:07
Field Specific
51.1
umhos/c
1
01/27/20 08:07
Conductance
m
Field Turbidity
0.12
NTU
1
01/27/20 08:07
Field Oxidation Potential
37.2
mV
1
01/27/20 08:07
Oxygen, Dissolved
1.75
mg/L
1
01/27/20 08:07
7782-44-7 N2
Depth to Water
82.64
feet
1
01/27/20 08:07
6020B MET ICPMS
Analytical Method:
EPA 6020B Preparation Method: EPA
3005A
Antimony
1.7J
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 21:39
7440-36-0
Arsenic
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 21:39
7440-38-2
Barium
56.7J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 21:39
7440-39-3
Beryllium
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 21:39
7440-41-7
Cadmium
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 21:39
7440-43-9
Chromium
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 21:39
7440-47-3
Cobalt
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 21:39
7440-48-4
Copper
0.24J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 21:39
7440-50-8
Lead
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 21:39
7439-92-1
Nickel
0.99J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 21:39
7440-02-0 B
Selenium
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 21:39
7782-49-2
Silver
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 21:39
7440-22-4
Thallium
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 21:39
7440-28-0
Vanadium
1.8J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 21:39
7440-62-2 B
Zinc
4.9J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 21:39
7440-66-6
8260D MSV
Analytical Method:
EPA 8260D
Acetone
ND
ug/L
100
8.2
1
01/30/20 03:03
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
01/30/20 03:03
107-13-1
Benzene
ND
ug/L
1.0
0.20
1
01/30/20 03:03
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
01/30/20 03:03
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
01/30/20 03:03
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
01/30/20 03:03
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
01/30/20 03:03
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
01/30/20 03:03
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
01/30/20 03:03
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
01/30/20 03:03
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
01/30/20 03:03
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
01/30/20 03:03
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
01/30/20 03:03
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
01/30/20 03:03
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
01/30/20 03:03
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
01/30/20 03:03
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
01/30/20 03:03
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
01/30/20 03:03
74-95-3
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced,
except in
full,
Date: 02/11/2020 05:26 PM
without
the written consent of Pace Analytical
Services,
LLC.
Page 26 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-MW-11 Lab ID: 2628325011 Collected: 01/27/20 08:07 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
5.0
0.49
1
01/30/20 03:03
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 03:03
106-46-7
ND
ug/L
100
1.6
1
01/30/20 03:03
110-57-6
ND
ug/L
5.0
0.41
1
01/30/20 03:03
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 03:03
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 03:03
75-35-4
ND
ug/L
5.0
0.66
1
01/30/20 03:03
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 03:03
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 03:03
78-87-5
ND
ug/L
1.0
0.22
1
01/30/20 03:03
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 03:03
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 03:03
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 03:03
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 03:03
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 03:03
75-09-2
ND
ug/L
100
0.86
1
01/30/20 03:03
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 03:03
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 03:03
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 03:03
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 03:03
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 03:03
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 03:03
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 03:03
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 03:03
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 03:03
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 03:03
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 03:03
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 03:03
75-01-4
ND
ug/L
5.0
1.5
1
01/30/20 03:03
1330-20-7
107
%.
81-119
1
01/30/20 03:03
17060-07-0
106
%.
82-114
1
01/30/20 03:03
1868-53-7
107
%.
82-120
1
01/30/20 03:03
460-00-4
95
%.
82-109
1
01/30/20 03:03
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.
v1
Page 27 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-Field Blank Lab ID: 2628325012 Collected: 01/27/20 06:30 Received: 01/28/20 09:45 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
8260D MSV
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: 02/11/2020 05:26 PM
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
0.52J
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 21:45
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 21:45
7440-38-2
ND
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 21:45
7440-39-3
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 21:45
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 21:45
7440-43-9
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 21:45
7440-47-3
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 21:45
7440-48-4
ND
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 21:45
7440-50-8
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 21:45
7439-92-1
ND
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 21:45
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 21:45
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 21:45
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 21:45
7440-28-0
1.4J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 21:45
7440-62-2
ND
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 21:45
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/30/20 03:28
67-64-1
ND
ug/L
200
2.5
1
01/30/20 03:28
107-13-1
ND
ug/L
1.0
0.20
1
01/30/20 03:28
71-43-2
ND
ug/L
3.0
0.50
1
01/30/20 03:28
74-97-5
ND
ug/L
1.0
0.36
1
01/30/20 03:28
75-27-4
ND
ug/L
3.0
0.55
1
01/30/20 03:28
75-25-2
ND
ug/L
10.0
0.95
1
01/30/20 03:28
74-83-9
ND
ug/L
100
3.2
1
01/30/20 03:28
78-93-3
ND
ug/L
100
0.79
1
01/30/20 03:28
75-15-0
ND
ug/L
1.0
0.42
1
01/30/20 03:28
56-23-5
ND
ug/L
3.0
0.53
1
01/30/20 03:28
108-90-7
ND
ug/L
10.0
0.52
1
01/30/20 03:28
75-00-3
ND
ug/L
5.0
0.58
1
01/30/20 03:28
67-66-3
ND
ug/L
1.0
0.38
1
01/30/20 03:28
74-87-3
ND
ug/L
2.0
0.55
1
01/30/20 03:28
96-12-8
ND
ug/L
3.0
0.31
1
01/30/20 03:28
124-48-1
ND
ug/L
2.0
0.28
1
01/30/20 03:28
106-93-4
ND
ug/L
10.0
0.62
1
01/30/20 03:28
74-95-3
ND
ug/L
5.0
0.49
1
01/30/20 03:28
95-50-1
ND
ug/L
1.0
0.58
1
01/30/20 03:28
106-46-7
ND
ug/L
100
1.6
1
01/30/20 03:28
110-57-6
ND
ug/L
5.0
0.41
1
01/30/20 03:28
75-34-3
ND
ug/L
1.0
0.67
1
01/30/20 03:28
107-06-2
ND
ug/L
5.0
0.72
1
01/30/20 03:28
75-35-4
ND
ug/L
5.0
0.66
1
01/30/20 03:28
156-59-2
ND
ug/L
5.0
0.46
1
01/30/20 03:28
156-60-5
ND
ug/L
1.0
0.60
1
01/30/20 03:28
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 28 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-Field Blank
Parameters
8260D MSV
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
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
ANALYTICAL RESULTS
Lab ID: 2628325012 Collected: 01/27/20 06:30 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.22
1
01/30/20 03:28
10061-01-5
ND
ug/L
1.0
0.30
1
01/30/20 03:28
10061-02-6
ND
ug/L
1.0
0.45
1
01/30/20 03:28
100-41-4
ND
ug/L
50.0
0.89
1
01/30/20 03:28
591-78-6
ND
ug/L
10.0
3.1
1
01/30/20 03:28
74-88-4
ND
ug/L
1.0
0.50
1
01/30/20 03:28
75-09-2
ND
ug/L
100
0.86
1
01/30/20 03:28
108-10-1
ND
ug/L
1.0
0.50
1
01/30/20 03:28
100-42-5
ND
ug/L
5.0
0.32
1
01/30/20 03:28
630-20-6
ND
ug/L
3.0
0.53
1
01/30/20 03:28
79-34-5
ND
ug/L
1.0
0.78
1
01/30/20 03:28
127-18-4
ND
ug/L
1.0
0.31
1
01/30/20 03:28
108-88-3
ND
ug/L
1.0
0.38
1
01/30/20 03:28
71-55-6
ND
ug/L
1.0
0.59
1
01/30/20 03:28
79-00-5
ND
ug/L
1.0
0.34
1
01/30/20 03:28
79-01-6
ND
ug/L
1.0
0.51
1
01/30/20 03:28
75-69-4
ND
ug/L
1.0
0.46
1
01/30/20 03:28
96-18-4
ND
ug/L
50.0
0.42
1
01/30/20 03:28
108-05-4
ND
ug/L
1.0
0.60
1
01/30/20 03:28
75-01-4
ND
ug/L
5.0
1.5
1
01/30/20 03:28
1330-20-7
111
%.
81-119
1
01/30/20 03:28
17060-07-0
106
%.
82-114
1
01/30/20 03:28
1868-53-7
107
%.
82-120
1
01/30/20 03:28
460-00-4
96
%.
82-109
1
01/30/20 03:28
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.
v1
Page 29 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW1 Lab ID: 2628325013 Collected: 01/27/20 10:04 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260D MSV
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
Date: 02/11/2020 05:26 PM
Analytical Method
6.49 Std. Units
1
01/27/20 10:04
7.2
deg C
1
01/27/20 10:04
48.3
umhos/c
1
01/27/20 10:04
m
6.05
NTU
1
01/27/20 10:04
30.2
mV
1
01/27/20 10:04
4.77
mg/L
1
01/27/20 10:04
7782-44-7
Analytical Method: EPA 6020B Preparation Method: EPA
3005A
0.28J
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 21:51
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 21:51
7440-38-2
18.2J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 21:51
7440-39-3
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 21:51
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 21:51
7440-43-9
0.75J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 21:51
7440-47-3
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 21:51
7440-48-4
0.65J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 21:51
7440-50-8
0.23J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 21:51
7439-92-1
ND
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 21:51
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 21:51
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 21:51
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 21:51
7440-28-0
2.6J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 21:51
7440-62-2
2.6J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 21:51
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2012:09
67-64-1
ND
ug/L
200
2.5
1
01/31/2012:09
107-13-1
N D
ug/L
1.0
0.20
1
01 /31 /20 12:09
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2012:09
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2012:09
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2012:09
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2012:09
74-83-9
ND
ug/L
100
3.2
1
01/31/2012:09
78-93-3
ND
ug/L
100
0.79
1
01/31/2012:09
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2012:09
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2012:09
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2012:09
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2012:09
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2012:09
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2012:09
96-12-8
N D
ug/L
3.0
0.31
1
01 /31 /20 12:09
124-48-1
N D
ug/L
2.0
0.28
1
01 /31 /20 12:09
106-93-4
N D
ug/L
10.0
0.62
1
01 /31 /20 12:09
74-95-3
N D
ug/L
5.0
0.49
1
01 /31 /20 12:09
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
N2
B
B
v1
Page 30 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW1 Lab ID: 2628325013 Collected: 01/27/20 10:04 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.58
1
01/31/2012:09
106-46-7
ND
ug/L
100
1.6
1
01/31/2012:09
110-57-6
ND
ug/L
5.0
0.41
1
01/31/2012:09
75-34-3
ND
ug/L
1.0
0.67
1
01/31/2012:09
107-06-2
ND
ug/L
5.0
0.72
1
01/31/2012:09
75-35-4
ND
ug/L
5.0
0.66
1
01/31/2012:09
156-59-2
ND
ug/L
5.0
0.46
1
01/31/2012:09
156-60-5
ND
ug/L
1.0
0.60
1
01/31/2012:09
78-87-5
ND
ug/L
1.0
0.22
1
01 /31 /20 12:09
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 12:09
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 12:09
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 12:09
591-78-6
ND
ug/L
10.0
3.1
1
01/31/2012:09
74-88-4
ND
ug/L
1.0
0.50
1
01/31/2012:09
75-09-2
ND
ug/L
100
0.86
1
01/31/2012:09
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2012:09
100-42-5
ND
ug/L
5.0
0.32
1
01 /31 /20 12:09
630-20-6
ND
ug/L
3.0
0.53
1
01 /31 /20 12:09
79-34-5
ND
ug/L
1.0
0.78
1
01 /31 /20 12:09
127-18-4
ND
ug/L
1.0
0.31
1
01 /31 /20 12:09
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 12:09
71-55-6
ND
ug/L
1.0
0.59
1
01 /31 /20 12:09
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 12:09
79-01-6
ND
ug/L
1.0
0.51
1
01 /31 /20 12:09
75-69-4
ND
ug/L
1.0
0.46
1
01 /31 /20 12:09
96-18-4
ND
ug/L
50.0
0.42
1
01 /31 /20 12:09
108-05-4
ND
ug/L
1.0
0.60
1
01 /31 /20 12:09
75-01-4
ND
ug/L
5.0
1.5
1
01 /31 /20 12:09
1330-20-7
101
%.
81-119
1
01 /31 /20 12:09
17060-07-0
108
%.
82-114
1
01 /31 /20 12:09
1868-53-7
102
%.
82-120
1
01 /31 /20 12:09
460-00-4
96
%.
82-109
1
01 /31 /20 12:09
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 31 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW2 Lab ID: 2628325014 Collected: 01/27/20 14:28 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260D MSV
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
Date: 02/11/2020 05:26 PM
Analytical Method
6.71
Std. Units
1
01/27/20 14:28
8.9
deg C
1
01/27/20 14:28
71.1
umhos/c
1
01/27/20 14:28
m
22.60
NTU
1
01/27/20 14:28
23.6
mV
1
01/27/20 14:28
5.15
mg/L
1
01/27/20 14:28
7782-44-7
Analytical Method: EPA 6020B Preparation Method: EPA
3005A
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 21:57
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 21:57
7440-38-2
29.6J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 21:57
7440-39-3
0.10J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 21:57
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 21:57
7440-43-9
1.7J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 21:57
7440-47-3
1.OJ
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 21:57
7440-48-4
1.6J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 21:57
7440-50-8
0.98J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 21:57
7439-92-1
0.90J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 21:57
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 21:57
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 21:57
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 21:57
7440-28-0
4.8J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 21:57
7440-62-2
3.7J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 21:57
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2012:35
67-64-1
ND
ug/L
200
2.5
1
01/31/2012:35
107-13-1
ND
ug/L
1.0
0.20
1
01 /31 /20 12:35
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2012:35
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2012:35
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2012:35
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2012:35
74-83-9
ND
ug/L
100
3.2
1
01/31/2012:35
78-93-3
ND
ug/L
100
0.79
1
01/31/2012:35
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2012:35
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2012:35
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2012:35
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2012:35
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2012:35
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2012:35
96-12-8
ND
ug/L
3.0
0.31
1
01 /31 /20 12:35
124-48-1
ND
ug/L
2.0
0.28
1
01 /31 /20 12:35
106-93-4
ND
ug/L
10.0
0.62
1
01 /31 /20 12:35
74-95-3
ND
ug/L
5.0
0.49
1
01 /31 /20 12:35
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
N2
B
B
B
v1
Page 32 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW2 Lab ID: 2628325014 Collected: 01/27/20 14:28 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.58
1
01/31/2012:35
106-46-7
ND
ug/L
100
1.6
1
01/31/2012:35
110-57-6
ND
ug/L
5.0
0.41
1
01/31/2012:35
75-34-3
ND
ug/L
1.0
0.67
1
01/31/2012:35
107-06-2
ND
ug/L
5.0
0.72
1
01/31/2012:35
75-35-4
ND
ug/L
5.0
0.66
1
01/31/2012:35
156-59-2
ND
ug/L
5.0
0.46
1
01/31/2012:35
156-60-5
ND
ug/L
1.0
0.60
1
01/31/2012:35
78-87-5
ND
ug/L
1.0
0.22
1
01 /31 /20 12:35
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 12:35
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 12:35
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 12:35
591-78-6
ND
ug/L
10.0
3.1
1
01/31/2012:35
74-88-4
ND
ug/L
1.0
0.50
1
01/31/2012:35
75-09-2
ND
ug/L
100
0.86
1
01/31/2012:35
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2012:35
100-42-5
ND
ug/L
5.0
0.32
1
01 /31 /20 12:35
630-20-6
ND
ug/L
3.0
0.53
1
01 /31 /20 12:35
79-34-5
ND
ug/L
1.0
0.78
1
01 /31 /20 12:35
127-18-4
ND
ug/L
1.0
0.31
1
01 /31 /20 12:35
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 12:35
71-55-6
ND
ug/L
1.0
0.59
1
01 /31 /20 12:35
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 12:35
79-01-6
ND
ug/L
1.0
0.51
1
01 /31 /20 12:35
75-69-4
ND
ug/L
1.0
0.46
1
01 /31 /20 12:35
96-18-4
ND
ug/L
50.0
0.42
1
01 /31 /20 12:35
108-05-4
ND
ug/L
1.0
0.60
1
01 /31 /20 12:35
75-01-4
ND
ug/L
5.0
1.5
1
01 /31 /20 12:35
1330-20-7
101
%.
81-119
1
01 /31 /20 12:35
17060-07-0
111
%.
82-114
1
01 /31 /20 12:35
1868-53-7
101
%.
82-120
1
01 /31 /20 12:35
460-00-4
94
%.
82-109
1
01 /31 /20 12:35
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 33 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW3 Lab ID: 2628325015 Collected: 01/27/20 06:35 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260D MSV
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
Date: 02/11/2020 05:26 PM
Analytical Method
6.96 Std. Units
1
01/27/20 06:35
9.6
deg C
1
01/27/20 06:35
59.1
umhos/c
1
01/27/20 06:35
m
24.20
NTU
1
01/27/20 06:35
10.9
mV
1
01/27/20 06:35
5.56
mg/L
1
01/27/20 06:35
7782-44-7
Analytical Method: EPA 6020B Preparation Method: EPA
3005A
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 22:02
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 22:02
7440-38-2
31.4J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 22:02
7440-39-3
0.11J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 22:02
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 22:02
7440-43-9
2.1J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 22:02
7440-47-3
0.92J
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 22:02
7440-48-4
2.1J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 22:02
7440-50-8
1.1J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 22:02
7439-92-1
1.1J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 22:02
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 22:02
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 22:02
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 22:02
7440-28-0
6.OJ
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 22:02
7440-62-2
5.1J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 22:02
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2013:00
67-64-1
ND
ug/L
200
2.5
1
01/31/2013:00
107-13-1
N D
ug/L
1.0
0.20
1
01 /31 /20 13:00
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2013:00
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2013:00
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2013:00
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2013:00
74-83-9
ND
ug/L
100
3.2
1
01/31/2013:00
78-93-3
ND
ug/L
100
0.79
1
01/31/2013:00
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2013:00
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2013:00
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2013:00
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2013:00
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2013:00
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2013:00
96-12-8
N D
ug/L
3.0
0.31
1
01 /31 /20 13:00
124-48-1
N D
ug/L
2.0
0.28
1
01 /31 /20 13:00
106-93-4
N D
ug/L
10.0
0.62
1
01 /31 /20 13:00
74-95-3
N D
ug/L
5.0
0.49
1
01 /31 /20 13:00
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
N2
B
B
B
v1
Page 34 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW3 Lab ID: 2628325015 Collected: 01/27/20 06:35 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.58
1
01/31/2013:00
106-46-7
ND
ug/L
100
1.6
1
01/31/2013:00
110-57-6
ND
ug/L
5.0
0.41
1
01/31/2013:00
75-34-3
ND
ug/L
1.0
0.67
1
01/31/2013:00
107-06-2
ND
ug/L
5.0
0.72
1
01/31/2013:00
75-35-4
ND
ug/L
5.0
0.66
1
01/31/2013:00
156-59-2
ND
ug/L
5.0
0.46
1
01/31/2013:00
156-60-5
ND
ug/L
1.0
0.60
1
01/31/2013:00
78-87-5
ND
ug/L
1.0
0.22
1
01 /31 /20 13:00
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 13:00
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 13:00
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 13:00
591-78-6
ND
ug/L
10.0
3.1
1
01/31/2013:00
74-88-4
ND
ug/L
1.0
0.50
1
01/31/2013:00
75-09-2
ND
ug/L
100
0.86
1
01/31/2013:00
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2013:00
100-42-5
ND
ug/L
5.0
0.32
1
01 /31 /20 13:00
630-20-6
ND
ug/L
3.0
0.53
1
01 /31 /20 13:00
79-34-5
ND
ug/L
1.0
0.78
1
01 /31 /20 13:00
127-18-4
ND
ug/L
1.0
0.31
1
01 /31 /20 13:00
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 13:00
71-55-6
ND
ug/L
1.0
0.59
1
01 /31 /20 13:00
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 13:00
79-01-6
ND
ug/L
1.0
0.51
1
01 /31 /20 13:00
75-69-4
ND
ug/L
1.0
0.46
1
01 /31 /20 13:00
96-18-4
ND
ug/L
50.0
0.42
1
01 /31 /20 13:00
108-05-4
ND
ug/L
1.0
0.60
1
01 /31 /20 13:00
75-01-4
ND
ug/L
5.0
1.5
1
01 /31 /20 13:00
1330-20-7
103
%.
81-119
1
01 /31 /20 13:00
17060-07-0
111
%.
82-114
1
01 /31 /20 13:00
1868-53-7
101
%.
82-120
1
01 /31 /20 13:00
460-00-4
94
%.
82-109
1
01 /31 /20 13:00
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 35 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW4 Lab ID: 2628325016 Collected: 01/27/20 06:54 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260D MSV
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
Date: 02/11/2020 05:26 PM
Analytical Method
6.98 Std. Units
1
01/27/20 06:54
9.2
deg C
1
01/27/20 06:54
61.1
umhos/c
1
01/27/20 06:54
m
21.80
NTU
1
01/27/20 06:54
10.0
mV
1
01/27/20 06:54
5.45
mg/L
1
01/27/20 06:54
7782-44-7
Analytical Method: EPA 6020B Preparation Method: EPA
3005A
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 22:19
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 22:19
7440-38-2
32.1J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 22:19
7440-39-3
0.10J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 22:19
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 22:19
7440-43-9
2.1J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 22:19
7440-47-3
0.97J
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 22:19
7440-48-4
1.5J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 22:19
7440-50-8
1.OJ
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 22:19
7439-92-1
0.97J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 22:19
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 22:19
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 22:19
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 22:19
7440-28-0
5.7J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 22:19
7440-62-2
4.5J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 22:19
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2013:25
67-64-1
ND
ug/L
200
2.5
1
01/31/2013:25
107-13-1
N D
ug/L
1.0
0.20
1
01 /31 /20 13:25
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2013:25
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2013:25
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2013:25
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2013:25
74-83-9
ND
ug/L
100
3.2
1
01/31/2013:25
78-93-3
ND
ug/L
100
0.79
1
01/31/2013:25
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2013:25
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2013:25
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2013:25
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2013:25
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2013:25
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2013:25
96-12-8
N D
ug/L
3.0
0.31
1
01 /31 /20 13:25
124-48-1
N D
ug/L
2.0
0.28
1
01 /31 /20 13:25
106-93-4
N D
ug/L
10.0
0.62
1
01 /31 /20 13:25
74-95-3
N D
ug/L
5.0
0.49
1
01 /31 /20 13:25
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
N2
B
B
B
v1
Page 36 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW4 Lab ID: 2628325016 Collected: 01/27/20 06:54 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.58
1
01/31/2013:25
106-46-7
ND
ug/L
100
1.6
1
01/31/2013:25
110-57-6
ND
ug/L
5.0
0.41
1
01/31/2013:25
75-34-3
ND
ug/L
1.0
0.67
1
01/31/2013:25
107-06-2
ND
ug/L
5.0
0.72
1
01/31/2013:25
75-35-4
ND
ug/L
5.0
0.66
1
01/31/2013:25
156-59-2
ND
ug/L
5.0
0.46
1
01/31/2013:25
156-60-5
ND
ug/L
1.0
0.60
1
01/31/2013:25
78-87-5
ND
ug/L
1.0
0.22
1
01 /31 /20 13:25
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 13:25
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 13:25
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 13:25
591-78-6
ND
ug/L
10.0
3.1
1
01/31/2013:25
74-88-4
ND
ug/L
1.0
0.50
1
01/31/2013:25
75-09-2
ND
ug/L
100
0.86
1
01/31/2013:25
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2013:25
100-42-5
ND
ug/L
5.0
0.32
1
01 /31 /20 13:25
630-20-6
ND
ug/L
3.0
0.53
1
01 /31 /20 13:25
79-34-5
ND
ug/L
1.0
0.78
1
01 /31 /20 13:25
127-18-4
ND
ug/L
1.0
0.31
1
01 /31 /20 13:25
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 13:25
71-55-6
ND
ug/L
1.0
0.59
1
01 /31 /20 13:25
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 13:25
79-01-6
ND
ug/L
1.0
0.51
1
01 /31 /20 13:25
75-69-4
ND
ug/L
1.0
0.46
1
01 /31 /20 13:25
96-18-4
ND
ug/L
50.0
0.42
1
01 /31 /20 13:25
108-05-4
ND
ug/L
1.0
0.60
1
01 /31 /20 13:25
75-01-4
ND
ug/L
5.0
1.5
1
01 /31 /20 13:25
1330-20-7
97
%.
81-119
1
01 /31 /20 13:25
17060-07-0
110
%.
82-114
1
01 /31 /20 13:25
1868-53-7
100
%.
82-120
1
01 /31 /20 13:25
460-00-4
94
%.
82-109
1
01 /31 /20 13:25
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 37 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW5 Lab ID: 2628325017 Collected: 01/27/20 07:14 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260D MSV
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
Date: 02/11/2020 05:26 PM
Analytical Method:
6.23
Std. Units
1
01/27/20 07:14
9.0
deg C
1
01/27/20 07:14
118.3
umhos/c
1
01/27/20 07:14
m
162.00
NTU
1
01/27/20 07:14
48.8
mV
1
01/27/20 07:14
6.10
mg/L
1
01/27/20 07:14
7782-44-7
Analytical Method:
EPA 6020B Preparation Method: EPA
3005A
2.1J
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 22:25
7440-36-0
1.4J
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 22:25
7440-38-2
111
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 22:25
7440-39-3
0.59J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 22:25
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 22:25
7440-43-9
10.5
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 22:25
7440-47-3
14.1
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 22:25
7440-48-4
11.9
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 22:25
7440-50-8
9.5J
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 22:25
7439-92-1
6.7J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 22:25
7440-02-0
2.2J
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 22:25
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 22:25
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 22:25
7440-28-0
24.4J
ug/L
25.0
0.71
1
02/03/20 10:28
02/05/2013:41
7440-62-2
48.4
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 22:25
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2013:51
67-64-1
ND
ug/L
200
2.5
1
01/31/2013:51
107-13-1
N D
ug/L
1.0
0.20
1
01 /31 /20 13:51
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2013:51
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2013:51
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2013:51
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2013:51
74-83-9
ND
ug/L
100
3.2
1
01/31/2013:51
78-93-3
ND
ug/L
100
0.79
1
01/31/2013:51
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2013:51
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2013:51
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2013:51
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2013:51
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2013:51
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2013:51
96-12-8
N D
ug/L
3.0
0.31
1
01 /31 /20 13:51
124-48-1
N D
ug/L
2.0
0.28
1
01 /31 /20 13:51
106-93-4
N D
ug/L
10.0
0.62
1
01 /31 /20 13:51
74-95-3
N D
ug/L
5.0
0.49
1
01 /31 /20 13:51
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
N2
B
B
v1
Page 38 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-SW5 Lab ID: 2628325017 Collected: 01/27/20 07:14 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.58
1
01/31/2013:51
106-46-7
ND
ug/L
100
1.6
1
01/31/2013:51
110-57-6
ND
ug/L
5.0
0.41
1
01/31/2013:51
75-34-3
ND
ug/L
1.0
0.67
1
01/31/2013:51
107-06-2
ND
ug/L
5.0
0.72
1
01/31/2013:51
75-35-4
ND
ug/L
5.0
0.66
1
01/31/2013:51
156-59-2
ND
ug/L
5.0
0.46
1
01/31/2013:51
156-60-5
ND
ug/L
1.0
0.60
1
01/31/2013:51
78-87-5
ND
ug/L
1.0
0.22
1
01/31/2013:51
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 13:51
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 13:51
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 13:51
591-78-6
ND
ug/L
10.0
3.1
1
01/31/2013:51
74-88-4
ND
ug/L
1.0
0.50
1
01/31/2013:51
75-09-2
ND
ug/L
100
0.86
1
01/31/2013:51
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2013:51
100-42-5
ND
ug/L
5.0
0.32
1
01 /31 /20 13:51
630-20-6
ND
ug/L
3.0
0.53
1
01 /31 /20 13:51
79-34-5
ND
ug/L
1.0
0.78
1
01 /31 /20 13:51
127-18-4
ND
ug/L
1.0
0.31
1
01 /31 /20 13:51
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 13:51
71-55-6
ND
ug/L
1.0
0.59
1
01 /31 /20 13:51
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 13:51
79-01-6
ND
ug/L
1.0
0.51
1
01 /31 /20 13:51
75-69-4
ND
ug/L
1.0
0.46
1
01 /31 /20 13:51
96-18-4
ND
ug/L
50.0
0.42
1
01 /31 /20 13:51
108-05-4
ND
ug/L
1.0
0.60
1
01 /31 /20 13:51
75-01-4
ND
ug/L
5.0
1.5
1
01 /31 /20 13:51
1330-20-7
100
%.
81-119
1
01 /31 /20 13:51
17060-07-0
110
%.
82-114
1
01 /31 /20 13:51
1868-53-7
100
%.
82-120
1
01 /31 /20 13:51
460-00-4
97
%.
82-109
1
01 /31 /20 13:51
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 39 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-UD1 Lab ID: 2628325018 Collected: 01/27/20 14:18 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260D MSV
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
Date: 02/11/2020 05:26 PM
Analytical Method
5.82 Std. Units
1
01/27/20 14:18
17.3
deg C
1
01/27/20 14:18
214
umhos/c
1
01/27/20 14:18
m
0.22
NTU
1
01/27/20 14:18
71.5
mV
1
01/27/20 14:18
4.35
mg/L
1
01/27/20 14:18
7782-44-7
Analytical Method: EPA 6020B Preparation Method: EPA
3005A
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 22:31
7440-36-0
0.36J
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 22:31
7440-38-2
69.7J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 22:31
7440-39-3
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 22:31
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 22:31
7440-43-9
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 22:31
7440-47-3
8.5J
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 22:31
7440-48-4
0.24J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 22:31
7440-50-8
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 22:31
7439-92-1
1.3J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 22:31
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 22:31
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 22:31
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 22:31
7440-28-0
4.4J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 22:31
7440-62-2
2.5J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 22:31
7440-66-6
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2014:16
67-64-1
ND
ug/L
200
2.5
1
01/31/2014:16
107-13-1
ND
ug/L
1.0
0.20
1
01 /31 /20 14:16
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2014:16
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2014:16
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2014:16
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2014:16
74-83-9
ND
ug/L
100
3.2
1
01/31/2014:16
78-93-3
ND
ug/L
100
0.79
1
01/31/2014:16
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2014:16
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2014:16
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2014:16
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2014:16
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2014:16
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2014:16
96-12-8
ND
ug/L
3.0
0.31
1
01 /31 /20 14:16
124-48-1
ND
ug/L
2.0
0.28
1
01 /31 /20 14:16
106-93-4
ND
ug/L
10.0
0.62
1
01 /31 /20 14:16
74-95-3
ND
ug/L
5.0
0.49
1
01 /31 /20 14:16
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
N2
B
B
v1
Page 40 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-UD1 Lab ID: 2628325018 Collected: 01/27/20 14:18 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.58
1
01/31/2014:16
106-46-7
ND
ug/L
100
1.6
1
01/31/2014:16
110-57-6
ND
ug/L
5.0
0.41
1
01/31/2014:16
75-34-3
ND
ug/L
1.0
0.67
1
01/31/2014:16
107-06-2
ND
ug/L
5.0
0.72
1
01/31/2014:16
75-35-4
ND
ug/L
5.0
0.66
1
01/31/2014:16
156-59-2
ND
ug/L
5.0
0.46
1
01/31/2014:16
156-60-5
ND
ug/L
1.0
0.60
1
01/31/2014:16
78-87-5
ND
ug/L
1.0
0.22
1
01/31/2014:16
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 14:16
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 14:16
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 14:16
591-78-6
ND
ug/L
10.0
3.1
1
01/31/2014:16
74-88-4
ND
ug/L
1.0
0.50
1
01/31/2014:16
75-09-2
ND
ug/L
100
0.86
1
01/31/2014:16
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2014:16
100-42-5
ND
ug/L
5.0
0.32
1
01 /31 /20 14:16
630-20-6
ND
ug/L
3.0
0.53
1
01 /31 /20 14:16
79-34-5
ND
ug/L
1.0
0.78
1
01 /31 /20 14:16
127-18-4
ND
ug/L
1.0
0.31
1
01 /31 /20 14:16
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 14:16
71-55-6
ND
ug/L
1.0
0.59
1
01 /31 /20 14:16
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 14:16
79-01-6
ND
ug/L
1.0
0.51
1
01 /31 /20 14:16
75-69-4
ND
ug/L
1.0
0.46
1
01 /31 /20 14:16
96-18-4
ND
ug/L
50.0
0.42
1
01 /31 /20 14:16
108-05-4
ND
ug/L
1.0
0.60
1
01 /31 /20 14:16
75-01-4
ND
ug/L
5.0
1.5
1
01 /31 /20 14:16
1330-20-7
104
%.
81-119
1
01 /31 /20 14:16
17060-07-0
111
%.
82-114
1
01 /31 /20 14:16
1868-53-7
102
%.
82-120
1
01 /31 /20 14:16
460-00-4
94
%.
82-109
1
01 /31 /20 14:16
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 41 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-UD2
Parameters
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
8260D MSV
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
Date: 02/11/2020 05:26 PM
ANALYTICAL RESULTS
Lab ID: 2628325019
Report
Results Units Limit
Collected: 01 /27/20 11:44
Reg.
MDL Limit DF
Received: 01/28/20 09:45 Matrix: Water
Prepared
Analytical Method:
5.66 Std. Units
1
16.6 deg C
1
202 umhos/c
1
m
0.40 NTU
1
76.1 mV
1
4.26 mg/L
1
Analytical Method: EPA 6020B Preparation Method: EPA 3005A
Analyzed CAS No. Qual
01 /27/20 11:44
01 /27/20 11:44
01 /27/20 11:44
01 /27/20 11:44
01 /27/20 11:44
01/27/2011:44 7782-44-7 N2
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 22:37
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 22:37
7440-38-2
53.7J
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 22:37
7440-39-3
ND
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 22:37
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 22:37
7440-43-9
0.50J
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 22:37
7440-47-3
6.1J
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 22:37
7440-48-4
0.21J
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 22:37
7440-50-8
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 22:37
7439-92-1
0.94J
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 22:37
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 22:37
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 22:37
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 22:37
7440-28-0
4.6J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 22:37
7440-62-2
2.6J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 22:37
7440-66-6
Analytical
Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2014:41
67-64-1
ND
ug/L
200
2.5
1
01/31/2014:41
107-13-1
N D
ug/L
1.0
0.20
1
01 /31 /20 14:41
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2014:41
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2014:41
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2014:41
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2014:41
74-83-9
ND
ug/L
100
3.2
1
01/31/2014:41
78-93-3
ND
ug/L
100
0.79
1
01/31/2014:41
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2014:41
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2014:41
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2014:41
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2014:41
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2014:41
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2014:41
96-12-8
N D
ug/L
3.0
0.31
1
01 /31 /20 14:41
124-48-1
N D
ug/L
2.0
0.28
1
01 /31 /20 14:41
106-93-4
N D
ug/L
10.0
0.62
1
01 /31 /20 14:41
74-95-3
N D
ug/L
5.0
0.49
1
01 /31 /20 14:41
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
B
B
B
v1
Page 42 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-UD2 Lab ID: 2628325019 Collected: 01/27/20 11:44 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.58
1
01/31/2014:41
106-46-7
ND
ug/L
100
1.6
1
01/31/2014:41
110-57-6
ND
ug/L
5.0
0.41
1
01/31/2014:41
75-34-3
ND
ug/L
1.0
0.67
1
01/31/2014:41
107-06-2
ND
ug/L
5.0
0.72
1
01/31/2014:41
75-35-4
ND
ug/L
5.0
0.66
1
01/31/2014:41
156-59-2
ND
ug/L
5.0
0.46
1
01/31/2014:41
156-60-5
ND
ug/L
1.0
0.60
1
01/31/2014:41
78-87-5
ND
ug/L
1.0
0.22
1
01/31/2014:41
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 14:41
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 14:41
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 14:41
591-78-6
ND
ug/L
10.0
3.1
1
01/31/2014:41
74-88-4
ND
ug/L
1.0
0.50
1
01/31/2014:41
75-09-2
ND
ug/L
100
0.86
1
01/31/2014:41
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2014:41
100-42-5
ND
ug/L
5.0
0.32
1
01 /31 /20 14:41
630-20-6
ND
ug/L
3.0
0.53
1
01 /31 /20 14:41
79-34-5
ND
ug/L
1.0
0.78
1
01 /31 /20 14:41
127-18-4
ND
ug/L
1.0
0.31
1
01 /31 /20 14:41
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 14:41
71-55-6
ND
ug/L
1.0
0.59
1
01 /31 /20 14:41
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 14:41
79-01-6
ND
ug/L
1.0
0.51
1
01 /31 /20 14:41
75-69-4
ND
ug/L
1.0
0.46
1
01 /31 /20 14:41
96-18-4
ND
ug/L
50.0
0.42
1
01 /31 /20 14:41
108-05-4
ND
ug/L
1.0
0.60
1
01 /31 /20 14:41
75-01-4
ND
ug/L
5.0
1.5
1
01 /31 /20 14:41
1330-20-7
103
%.
81-119
1
01 /31 /20 14:41
17060-07-0
109
%.
82-114
1
01 /31 /20 14:41
1868-53-7
99
%.
82-120
1
01 /31 /20 14:41
460-00-4
95
%.
82-109
1
01 /31 /20 14:41
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.
Page 43 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-Trip Blank Lab ID: 2628325020 Collected: 01/27/20 06:32 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV
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: 02/11/2020 05:26 PM
Analytical Method: EPA 8260D
ND
ug/L
100
8.2
1
01/31/2015:06
67-64-1
ND
ug/L
200
2.5
1
01/31/2015:06
107-13-1
ND
ug/L
1.0
0.20
1
01 /31 /20 15:06
71-43-2
ND
ug/L
3.0
0.50
1
01/31/2015:06
74-97-5
ND
ug/L
1.0
0.36
1
01/31/2015:06
75-27-4
ND
ug/L
3.0
0.55
1
01/31/2015:06
75-25-2
ND
ug/L
10.0
0.95
1
01/31/2015:06
74-83-9
ND
ug/L
100
3.2
1
01/31/2015:06
78-93-3
ND
ug/L
100
0.79
1
01/31/2015:06
75-15-0
ND
ug/L
1.0
0.42
1
01/31/2015:06
56-23-5
ND
ug/L
3.0
0.53
1
01/31/2015:06
108-90-7
ND
ug/L
10.0
0.52
1
01/31/2015:06
75-00-3
ND
ug/L
5.0
0.58
1
01/31/2015:06
67-66-3
ND
ug/L
1.0
0.38
1
01/31/2015:06
74-87-3
ND
ug/L
2.0
0.55
1
01/31/2015:06
96-12-8
ND
ug/L
3.0
0.31
1
01/31/2015:06
124-48-1
ND
ug/L
2.0
0.28
1
01/31/2015:06
106-93-4
ND
ug/L
10.0
0.62
1
01/31/2015:06
74-95-3
ND
ug/L
5.0
0.49
1
01/31/2015:06
95-50-1
ND
ug/L
1.0
0.58
1
01/31/2015:06
106-46-7
ND
ug/L
100
1.6
1
01/31/2015:06
110-57-6
ND
ug/L
5.0
0.41
1
01 /31 /20 15:06
75-34-3
ND
ug/L
1.0
0.67
1
01 /31 /20 15:06
107-06-2
ND
ug/L
5.0
0.72
1
01 /31 /20 15:06
75-35-4
ND
ug/L
5.0
0.66
1
01 /31 /20 15:06
156-59-2
ND
ug/L
5.0
0.46
1
01 /31 /20 15:06
156-60-5
ND
ug/L
1.0
0.60
1
01 /31 /20 15:06
78-87-5
ND
ug/L
1.0
0.22
1
01 /31 /20 15:06
10061-01-5
ND
ug/L
1.0
0.30
1
01 /31 /20 15:06
10061-02-6
ND
ug/L
1.0
0.45
1
01 /31 /20 15:06
100-41-4
ND
ug/L
50.0
0.89
1
01 /31 /20 15:06
591-78-6
ND
ug/L
10.0
3.1
1
01 /31 /20 15:06
74-88-4
ND
ug/L
1.0
0.50
1
01 /31 /20 15:06
75-09-2
ND
ug/L
100
0.86
1
01/31/2015:06
108-10-1
ND
ug/L
1.0
0.50
1
01/31/2015:06
100-42-5
ND
ug/L
5.0
0.32
1
01/31/2015:06
630-20-6
ND
ug/L
3.0
0.53
1
01/31/2015:06
79-34-5
ND
ug/L
1.0
0.78
1
01/31/2015:06
127-18-4
ND
ug/L
1.0
0.31
1
01/31/2015:06
108-88-3
ND
ug/L
1.0
0.38
1
01 /31 /20 15:06
71-55-6
ND
ug/L
1.0
0.59
1
01/31/2015:06
79-00-5
ND
ug/L
1.0
0.34
1
01 /31 /20 15:06
79-01-6
ND
ug/L
1.0
0.51
1
01/31/2015:06
75-69-4
ND
ug/L
1.0
0.46
1
01/31/2015:06
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.
v1
Page 44 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628325
Sample: 1403-Trip Blank
Parameters
Results
Lab ID:
Units
2628325020 Collected:
Report
Limit MDL
01/27/20 06:32
Reg.
Limit DF
Received: 01/28/20 09:45 Matrix: Water
Prepared Analyzed CAS No. Qual
8260D MSV
Analytical Method: EPA 8260D
Vinyl acetate
ND
ug/L
50.0 0.42
1
01/31/20 15:06
108-05-4
Vinyl chloride
ND
ug/L
1.0 0.60
1
01/31/20 15:06
75-01-4
Xylene (Total)
ND
ug/L
5.0 1.5
1
01/31/20 15:06
1330-20-7
Surrogates
1,2-Dichloroethane-d4 (S)
101
%.
81-119
1
01/31/20 15:06
17060-07-0
Dibromofluoromethane (S)
107
%.
82-114
1
01/31/20 15:06
1868-53-7
4-Bromofluorobenzene (S)
98
%.
82-120
1
01/31/20 15:06
460-00-4
Toluene-d8 (S)
94
%.
82-109
1
01/31/20 15:06
2037-26-5
Date: 02/11/2020 05:26 PM
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 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
QC Batch: 42747 Analysis Method: EPA 6020B
QC Batch Method: EPA 3005A Analysis Description: 6020E MET
Associated Lab Samples: 2628325001, 2628325002, 2628325003, 2628325004, 2628325005, 2628325006, 2628325007, 2628325008,
2628325009, 2628325010, 2628325011, 2628325012, 2628325013, 2628325014, 2628325015, 2628325016,
2628325017,2628325018,2628325019
METHOD BLANK: 195336
Associated Lab Samples:
Parameter
Matrix: Water
2628325001, 2628325002, 2628325003, 2628325004, 2628325005, 2628325006, 2628325007, 2628325008,
2628325009, 2628325010, 2628325011, 2628325012, 2628325013, 2628325014, 2628325015, 2628325016,
2628325017,2628325018,2628325019
Blank Reporting
Units Result Limit MDL Analyzed Qualifiers
Antimony
ug/L
ND
6.0
0.27
02/03/20 20:02
Arsenic
ug/L
ND
10.0
0.35
02/03/20 20:02
Barium
ug/L
ND
100
0.49
02/03/20 20:02
Beryllium
ug/L
ND
1.0
0.074
02/03/20 20:02
Cadmium
ug/L
ND
1.0
0.11
02/03/20 20:02
Chromium
ug/L
7.5J
10.0
0.39
02/03/20 20:02
Cobalt
ug/L
ND
10.0
0.30
02/03/20 20:02
Copper
ug/L
ND
10.0
0.19
02/03/20 20:02
Lead
ug/L
ND
10.0
0.046
02/03/20 20:02
Nickel
ug/L
2.8J
50.0
0.31
02/03/20 20:02
Selenium
ug/L
ND
10.0
1.3
02/03/20 20:02
Silver
ug/L
ND
10.0
0.28
02/03/20 20:02
Thallium
ug/L
ND
5.5
0.052
02/03/20 20:02
Vanadium
ug/L
2.6J
25.0
0.71
02/03/20 20:02
Zinc
ug/L
ND
10.0
1.5
02/03/20 20:02
LABORATORY CONTROL SAMPLE:
195337
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Antimony
ug/L
100
99.7
100
80-120
Arsenic
ug/L
100
97.4
97
80-120
Barium
ug/L
100
95.OJ
95
80-120
Beryllium
ug/L
100
104
104
80-120
Cadmium
ug/L
100
98.3
98
80-120
Chromium
ug/L
100
105
105
80-120
Cobalt
ug/L
100
100
100
80-120
Copper
ug/L
100
102
102
80-120
Lead
ug/L
100
99.0
99
80-120
Nickel
ug/L
100
99.2
99
80-120
Selenium
ug/L
100
97.5
97
80-120
Silver
ug/L
100
98.9
99
80-120
Thallium
ug/L
100
99.7
100
80-120
Vanadium
ug/L
100
107
107
80-120
Zinc
ug/L
100
105
105
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 46 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project:
Pace Project No.:
Foothills Landfill
2628325
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
195338
195339
MS
MSD
2628325010
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
96.7
102
97
102
75-125
5
20
Arsenic
ug/L
ND
100
100
93.6
99.7
94
100
75-125
6
20
Barium
ug/L
28.5J
100
100
117
125
88
97
75-125
7
20
Beryllium
ug/L
ND
100
100
94.9
99.2
95
99
75-125
4
20
Cadmium
ug/L
ND
100
100
95.1
100
95
100
75-125
5
20
Chromium
ug/L
1.7J
100
100
103
109
101
107
75-125
6
20
Cobalt
ug/L
ND
100
100
97.8
102
97
102
75-125
4
20
Copper
ug/L
0.56J
100
100
98.4
104
98
104
75-125
6
20
Lead
ug/L
0.31J
100
100
92.1
96.1
92
96
75-125
4
20
Nickel
ug/L
0.66J
100
100
97.4
102
97
101
75-125
4
20
Selenium
ug/L
ND
100
100
92.5
90.2
92
90
75-125
3
20
Silver
ug/L
ND
100
100
95.3
99.0
95
99
75-125
4
20
Thallium
ug/L
ND
100
100
93.0
99.1
93
99
75-125
6
20
Vanadium
ug/L
9.3J
100
100
110
116
101
106
75-125
5
20
Zinc
ug/L
3AJ
100
100
101
107
97
104
75-125
6
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: 02/11 /2020 05:26 PM without the written consent of Pace Analytical Services, LLC.
Page 47 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
QC Batch: 42533 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV
Associated Lab Samples: 2628325001, 2628325002
METHOD BLANK: 194226
Associated Lab Samples: 2628325001, 2628325002
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
5.0
0.32
01/29/20 12:21
1,1,1-Trichloroethane
ug/L
ND
1.0
0.38
01/29/20 12:21
1,1,2,2-Tetrachloroethane
ug/L
ND
3.0
0.53
01/29/20 12:21
1,1,2-Trichloroethane
ug/L
ND
1.0
0.59
01/29/20 12:21
1,1-Dichloroethane
ug/L
ND
5.0
0.41
01/29/20 12:21
1,1-Dichloroethene
ug/L
ND
5.0
0.72
01/29/20 12:21
1,2,3-Trichloropropane
ug/L
ND
1.0
0.46
01/29/20 12:21
1,2-Dibromo-3-chloropropane
ug/L
ND
2.0
0.55
01/29/20 12:21
1,2-Dibromoethane (EDB)
ug/L
ND
2.0
0.28
01/29/20 12:21
1,2-Dichlorobenzene
ug/L
ND
5.0
0.49
01/29/20 12:21
1,2-Dichloroethane
ug/L
ND
1.0
0.67
01/29/20 12:21
1,2-Dichloropropane
ug/L
ND
1.0
0.60
01/29/20 12:21
1,4-Dichlorobenzene
ug/L
ND
1.0
0.58
01/29/20 12:21
2-Butanone (MEK)
ug/L
ND
100
3.2
01/29/20 12:21
2-Hexanone
ug/L
ND
50.0
0.89
01/29/20 12:21
4-Methyl-2-pentanone (MIBK)
ug/L
ND
100
0.86
01/29/20 12:21
Acetone
ug/L
ND
100
8.2
01/29/20 12:21
Acrylonitrile
ug/L
ND
200
2.5
01/29/20 12:21
Benzene
ug/L
ND
1.0
0.20
01/29/20 12:21
Bromochloromethane
ug/L
ND
3.0
0.50
01/29/20 12:21
Bromodichloromethane
ug/L
ND
1.0
0.36
01/29/20 12:21
Bromoform
ug/L
ND
3.0
0.55
01/29/20 12:21
Bromomethane
ug/L
ND
10.0
0.95
01/29/20 12:21
Carbon disulfide
ug/L
ND
100
0.79
01/29/20 12:21
Carbon tetrachloride
ug/L
ND
1.0
0.42
01/29/20 12:21
Chlorobenzene
ug/L
ND
3.0
0.53
01/29/20 12:21
Chloroethane
ug/L
ND
10.0
0.52
01/29/20 12:21
Chloroform
ug/L
ND
5.0
0.58
01/29/20 12:21
Chloromethane
ug/L
ND
1.0
0.38
01/29/20 12:21
cis-1,2-Dichloroethene
ug/L
ND
5.0
0.66
01/29/20 12:21
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.22
01/29/20 12:21
Dibromochloromethane
ug/L
ND
3.0
0.31
01/29/20 12:21
Dibromomethane
ug/L
ND
10.0
0.62
01/29/20 12:21
Ethylbenzene
ug/L
ND
1.0
0.45
01/29/20 12:21
lodomethane
ug/L
ND
10.0
3.1
01/29/20 12:21
Methylene Chloride
ug/L
ND
1.0
0.50
01/29/20 12:21
Styrene
ug/L
ND
1.0
0.50
01/29/20 12:21
Tetrachloroethene
ug/L
ND
1.0
0.78
01/29/20 12:21
Toluene
ug/L
ND
1.0
0.31
01/29/20 12:21
trans-1,2-Dichloroethene
ug/L
ND
5.0
0.46
01/29/20 12:21
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.30
01/29/20 12:21
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 48 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
METHOD BLANK: 194226
Associated Lab Samples:
Parameter
2628325001, 2628325002
Units
Matrix:
Blank
Result
Water
Reporting
Limit MDL
trans-1,4-Dichloro-2-butene
ug/L
ND
100
Trichloroethene
ug/L
ND
1.0
Trichlorofluoromethane
ug/L
ND
1.0
Vinyl acetate
ug/L
ND
50.0
Vinyl chloride
ug/L
ND
1.0
Xylene (Total)
ug/L
ND
5.0
1,2-Dichloroethane-d4 (S)
%.
106
81-119
4-Bromofluorobenzene (S)
%.
106
82-120
Dibromofluoromethane (S)
%.
104
82-114
Toluene-d8 (S)
%.
96
82-109
Analyzed
1.6
01 /29/20 12:21
0.34
01 /29/20 12:21
0.51
01 /29/20 12:21
0.42
01 /29/20 12:21
0.60
01 /29/20 12:21
1.5
01 /29/20 12:21
01 /29/20 12:21
01 /29/20 12:21
01 /29/20 12:21
01 /29/20 12:21
LABORATORY CONTROL SAMPLE:
Parameter
194227
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
44.2
88
68-137
1,1,1-Trichloroethane
ug/L
50
61.8
124
72-134
1,1,2,2-Tetrachloroethane
ug/L
50
45.1
90
51-158
1,1,2-Trichloroethane
ug/L
50
50.8
102
78-131
1,1-Dichloroethane
ug/L
50
57.6
115
69-151
1,1-Dichloroethene
ug/L
50
52.7
105
64-158
1,2,3-Trichloropropane
ug/L
50
39.1
78
78-133
1,2-Dibromo-3-chloropropane
ug/L
50
39.2
78
58-124
1,2-Dibromoethane (EDB)
ug/L
50
52.6
105
71-134
1,2-Dichlorobenzene
ug/L
50
47.4
95
70-135
1,2-Dichloroethane
ug/L
50
52.0
104
72-129
1,2-Dichloropropane
ug/L
50
51.3
103
64-135
1,4-Dichlorobenzene
ug/L
50
45.4
91
70-131
2-Butanone (MEK)
ug/L
100
77.8J
78
52-143
2-Hexanone
ug/L
100
73.2
73
61-136
4-Methyl-2-pentanone (MIBK)
ug/L
100
73AJ
73
71-129
Acetone
ug/L
100
65.2J
65
48-224
Acrylonitrile
ug/L
200
206
103
66-154
Benzene
ug/L
50
52.4
105
68-132
Bromochloromethane
ug/L
50
56.9
114
73-133
Bromodichloromethane
ug/L
50
48.9
98
67-121
Bromoform
ug/L
50
42.1
84
57-125
Bromomethane
ug/L
50
43.4
87
35-156
Carbon disulfide
ug/L
100
104
104
47-141
Carbon tetrachloride
ug/L
50
57.8
116
66-122
Chlorobenzene
ug/L
50
47.0
94
71-126
Chloroethane
ug/L
50
43.9
88
43-143
Chloroform
ug/L
50
56.9
114
71-136
Chloromethane
ug/L
50
51.7
103
47-123
cis-1,2-Dichloroethene
ug/L
50
53.4
107
74-131
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 49 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
LABORATORY CONTROL SAMPLE:
Parameter
194227
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
cis-1,3-Dichloropropene
ug/L
50
48.2
96
78-120
Dibromochloromethane
ug/L
50
46.4
93
65-115
Dibromomethane
ug/L
50
54.0
108
79-129
Ethylbenzene
ug/L
50
49.8
100
68-129
lodomethane
ug/L
100
90.9
91
49-154
Methylene Chloride
ug/L
50
45.0
90
61-147
Styrene
ug/L
50
50.3
101
77-128
Tetrachloroethene
ug/L
50
52.4
105
51-139
Toluene
ug/L
50
51.1
102
60-133
trans-1,2-Dichloroethene
ug/L
50
57.1
114
69-144
trans- 1,3-Dichloropropene
ug/L
50
46.0
92
74-128
trans-1,4-Dichloro-2-butene
ug/L
100
77.2J
77
61-139
Trichloroethene
ug/L
50
49.5
99
73-126
Trichlorofluoromethane
ug/L
50
54.1
108
55-132
Vinyl acetate
ug/L
50
49.9J
100
52-141
Vinyl chloride
ug/L
50
51.6
103
50-133
Xylene (Total)
ug/L
150
154
103
78-132
1,2-Dichloroethane-d4 (S)
%.
102
81-119
4-Bromofluorobenzene (S)
%.
104
82-120
Dibromofluoromethane (S)
%.
111
82-114
Toluene-d8 (S)
%.
96
82-109
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 194228
MS
2628307001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
194229
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
50
50
31.9
35.4
64
71
68-137
10
11 M1
1,1,1-Trichloroethane
ug/L
ND
50
50
50.8
55.4
102
111
66-142
9
11
1,1,2,2-Tetrachloroethane
ug/L
ND
50
50
31.7
35.0
63
70
39-171
10
13
1,1,2-Trichloroethane
ug/L
ND
50
50
37.9
42.1
76
84
73-136
10
12
1,1-Dichloroethane
ug/L
ND
50
50
43.6
48.6
87
97
66-155
11
15
1,1-Dichloroethene
ug/L
ND
50
50
46.3
50.9
93
102
33-181
9
34
1,2,3-Trichloropropane
ug/L
ND
50
50
25.8
28.1
52
56
78-133
9
14 M1
1,2-Dibromo-3-
ug/L
ND
50
50
28.7
30.1
57
60
58-124
5
15 M1
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
50
50
38.6
41.4
77
83
71-134
7
12
1,2-Dichlorobenzene
ug/L
ND
50
50
34.0
36.1
68
72
69-135
6
10 M1
1,2-Dichloroethane
ug/L
ND
50
50
39.0
43.4
78
87
36-159
11
10 R1
1,2-Dichloropropane
ug/L
ND
50
50
38.2
42.8
76
86
68-132
11
11
1,4-Dichlorobenzene
ug/L
ND
50
50
32.4
34.3
65
69
49-153
6
9
2-Butanone (MEK)
ug/L
ND
100
100
57.3J
64AJ
57
64
10-189
12
23
2-Hexanone
ug/L
ND
100
100
54.5
60.9
55
61
40-135
11
18
4-Methyl-2-pentanone
ug/L
ND
100
100
52.5J
59.8J
53
60
30-177
13
10 R1
(MIBK)
Acetone ug/L ND 100 100 45AJ 50.1J 45 50 44-223 10 14
Acrylonitrile ug/L ND 200 200 147J 166J 74 83 13-189 12 12
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 50 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 194228
MS
2628307001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
194229
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
Benzene
ug/L
ND
50
50
40.8
45.7
82
91
66-139
11
10 R1
Bromochloromethane
ug/L
ND
50
50
40.5
43.5
81
87
73-133
7
13
Bromodichloromethane
ug/L
ND
50
50
35.6
39.7
71
79
57-120
11
13
Bromoform
ug/L
ND
50
50
29.5
33.4
59
67
48-128
12
13
Bromomethane
ug/L
ND
50
50
34.4
37.1
69
74
10-187
7
32
Carbon disulfide
ug/L
ND
100
100
81.3J
90.7J
81
91
47-141
11
322
Carbon tetrachloride
ug/L
ND
50
50
60.7
65.7
121
131
58-127
8
14 M1
Chlorobenzene
ug/L
ND
50
50
34.4
37.9
69
76
63-137
10
10
Chloroethane
ug/L
ND
50
50
35.7
38.6
71
77
52-146
8
16
Chloroform
ug/L
0.62J
50
50
43.8
48.6
86
96
74-137
10
9 R1
Chloromethane
ug/L
ND
50
50
40.3
44.5
81
89
41-127
10
10
cis-1,2-Dichloroethene
ug/L
ND
50
50
38.9
44.0
78
88
71-138
12
16
cis-1,3-Dichloropropene
ug/L
ND
50
50
33.8
37.5
68
75
32-145
10
12
Dibromochloromethane
ug/L
ND
50
50
33.1
37.1
66
74
52-116
11
13
Dibromomethane
ug/L
ND
50
50
38.2
42.9
76
86
79-129
12
14 M1
Ethylbenzene
ug/L
ND
50
50
37.5
41.2
75
82
31-174
10
10
lodomethane
ug/L
ND
100
100
70.9
77.3
71
77
49-154
9
30
Methylene Chloride
ug/L
ND
50
50
34.4
38.1
69
76
61-146
10
15
Styrene
ug/L
ND
50
50
35.2
39.0
70
78
77-128
10
14 M1
Tetrachloroethene
ug/L
ND
50
50
41.6
45.3
83
91
36-155
8
14
Toluene
ug/L
ND
50
50
38.9
43.4
78
87
52-146
11
11
trans-1,2-Dichloroethene
ug/L
ND
50
50
43.4
48.2
87
96
61-152
10
14
trans-1,3-Dichloropropene
ug/L
ND
50
50
30.5
34.2
61
68
37-146
11
12
trans-1,4-Dichloro-2-butene
ug/L
ND
100
100
48AJ
51.8J
48
52
61-139
7
12 M1
Trichloroethene
ug/L
ND
50
50
37.3
41.5
75
83
61-141
11
12
Trichlorofluoromethane
ug/L
ND
50
50
55.7
60.8
111
122
51-141
9
13
Vinyl acetate
ug/L
ND
50
50
24.8J
31.2J
50
62
52-141
23
14 M1,R1
Vinyl chloride
ug/L
ND
50
50
45.9
50.0
92
100
22-156
9
26
Xylene (Total)
ug/L
ND
150
150
113
124
75
83
78-132
10
7
1,2-Dichloroethane-d4 (S)
%.
105
106
81-119
4-Bromofluorobenzene (S)
%.
102
101
82-120
Dibromofluoromethane (S)
%.
111
114
82-114
Toluene-d8 (S)
%.
94
95
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: 02/11 /2020 05:26 PM without the written consent of Pace Analytical Services, LLC.
Page 51 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
QC Batch: 42535 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV
Associated Lab Samples: 2628325003, 2628325004, 2628325005, 2628325006, 2628325007, 2628325008, 2628325009, 2628325010,
2628325011,2628325012
METHOD BLANK: 194234 Matrix: Water
Associated Lab Samples: 2628325003, 2628325004, 2628325005, 2628325006, 2628325007, 2628325008, 2628325009, 2628325010,
2628325011,2628325012
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
5.0
0.32
01/29/20 19:18
1,1,1-Trichloroethane
ug/L
ND
1.0
0.38
01/29/20 19:18 v1
1,1,2,2-Tetrachloroethane
ug/L
ND
3.0
0.53
01/29/20 19:18
1,1,2-Trichloroethane
ug/L
ND
1.0
0.59
01/29/20 19:18
1,1-Dichloroethane
ug/L
ND
5.0
0.41
01/29/20 19:18
1,1-Dichloroethene
ug/L
ND
5.0
0.72
01/29/20 19:18
1,2,3-Trichloropropane
ug/L
ND
1.0
0.46
01/29/20 19:18
1,2-Dibromo-3-chloropropane
ug/L
ND
2.0
0.55
01/29/20 19:18
1,2-Dibromoethane (EDB)
ug/L
ND
2.0
0.28
01/29/20 19:18
1,2-Dichlorobenzene
ug/L
ND
5.0
0.49
01/29/20 19:18
1,2-Dichloroethane
ug/L
ND
1.0
0.67
01/29/20 19:18
1,2-Dichloropropane
ug/L
ND
1.0
0.60
01/29/20 19:18
1,4-Dichlorobenzene
ug/L
ND
1.0
0.58
01/29/20 19:18
2-Butanone (MEK)
ug/L
ND
100
3.2
01/29/20 19:18
2-Hexanone
ug/L
ND
50.0
0.89
01/29/20 19:18
4-Methyl-2-pentanone (MIBK)
ug/L
ND
100
0.86
01/29/20 19:18
Acetone
ug/L
ND
100
8.2
01/29/20 19:18
Acrylonitrile
ug/L
ND
200
2.5
01/29/20 19:18
Benzene
ug/L
ND
1.0
0.20
01/29/20 19:18
Bromochloromethane
ug/L
ND
3.0
0.50
01/29/20 19:18
Bromodichloromethane
ug/L
ND
1.0
0.36
01/29/20 19:18
Bromoform
ug/L
ND
3.0
0.55
01/29/20 19:18
Bromomethane
ug/L
ND
10.0
0.95
01/29/20 19:18
Carbon disulfide
ug/L
ND
100
0.79
01/29/20 19:18
Carbon tetrachloride
ug/L
ND
1.0
0.42
01/29/20 19:18
Chlorobenzene
ug/L
ND
3.0
0.53
01/29/20 19:18
Chloroethane
ug/L
ND
10.0
0.52
01/29/20 19:18
Chloroform
ug/L
ND
5.0
0.58
01/29/20 19:18
Chloromethane
ug/L
ND
1.0
0.38
01/29/20 19:18
cis-1,2-Dichloroethene
ug/L
ND
5.0
0.66
01/29/20 19:18
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.22
01/29/20 19:18
Dibromochloromethane
ug/L
ND
3.0
0.31
01/29/20 19:18
Dibromomethane
ug/L
ND
10.0
0.62
01/29/20 19:18
Ethylbenzene
ug/L
ND
1.0
0.45
01/29/20 19:18
lodomethane
ug/L
ND
10.0
3.1
01/29/20 19:18
Methylene Chloride
ug/L
ND
1.0
0.50
01/29/20 19:18
Styrene
ug/L
ND
1.0
0.50
01/29/20 19:18
Tetrachloroethene
ug/L
ND
1.0
0.78
01/29/20 19:18
Toluene
ug/L
ND
1.0
0.31
01/29/20 19:18
trans-1,2-Dichloroethene
ug/L
ND
5.0
0.46
01/29/20 19:18
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 52 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
METHOD BLANK: 194234 Matrix: Water
Associated Lab Samples: 2628325003, 2628325004, 2628325005, 2628325006, 2628325007, 2628325008, 2628325009, 2628325010,
2628325011,2628325012
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.30
01/29/20 19:18
trans-1,4-Dichloro-2-butene
ug/L
ND
100
1.6
01/29/20 19:18
Trichloroethene
ug/L
ND
1.0
0.34
01/29/20 19:18
Trichlorofluoromethane
ug/L
ND
1.0
0.51
01/29/20 19:18
Vinyl acetate
ug/L
ND
50.0
0.42
01/29/20 19:18
Vinyl chloride
ug/L
ND
1.0
0.60
01/29/20 19:18
Xylene (Total)
ug/L
ND
5.0
1.5
01/29/20 19:18
1,2-Dichloroethane-d4 (S)
%.
104
81-119
01/29/20 19:18
4-Bromofluorobenzene (S)
%.
103
82-120
01/29/20 19:18
Dibromofluoromethane (S)
%.
104
82-114
01/29/20 19:18
Toluene-d8 (S)
%.
97
82-109
01/29/20 19:18
LABORATORY CONTROL SAMPLE:
Parameter
194235
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
44.9
90
68-137
1,1,1-Trichloroethane
ug/L
50
60.7
121
72-134 v1
1,1,2,2-Tetrachloroethane
ug/L
50
45.8
92
51-158
1,1,2-Trichloroethane
ug/L
50
51.6
103
78-131
1,1-Dichloroethane
ug/L
50
55.6
111
69-151
1,1-Dichloroethene
ug/L
50
51.3
103
64-158
1,2,3-Trichloropropane
ug/L
50
38.9
78
78-133
1,2-Dibromo-3-chloropropane
ug/L
50
43.7
87
58-124
1,2-Dibromoethane (EDB)
ug/L
50
54.4
109
71-134
1,2-Dichlorobenzene
ug/L
50
45.9
92
70-135
1,2-Dichloroethane
ug/L
50
52.5
105
72-129
1,2-Dichloropropane
ug/L
50
54.0
108
64-135
1,4-Dichlorobenzene
ug/L
50
43.9
88
70-131
2-Butanone (MEK)
ug/L
100
87.3J
87
52-143
2-Hexanone
ug/L
100
81.2
81
61-136
4-Methyl-2-pentanone (MIBK)
ug/L
100
82.5J
83
71-129
Acetone
ug/L
100
69.8J
70
48-224
Acrylonitrile
ug/L
200
213
107
66-154
Benzene
ug/L
50
52.7
105
68-132
Bromochloromethane
ug/L
50
54.8
110
73-133
Bromodichloromethane
ug/L
50
49.1
98
67-121
Bromoform
ug/L
50
43.2
86
57-125
Bromomethane
ug/L
50
38.2
76
35-156
Carbon disulfide
ug/L
100
95.1J
95
47-141
Carbon tetrachloride
ug/L
50
58.7
117
66-122
Chlorobenzene
ug/L
50
47.5
95
71-126
Chloroethane
ug/L
50
40.8
82
43-143
Chloroform
ug/L
50
56.7
113
71-136
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 53 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
LABORATORY CONTROL SAMPLE:
194235
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
Chloromethane
ug/L
50
50.5
101
47-123
cis-1,2-Dichloroethene
ug/L
50
53.3
107
74-131
cis-1,3-Dichloropropene
ug/L
50
47.8
96
78-120
Dibromochloromethane
ug/L
50
47.4
95
65-115
Dibromomethane
ug/L
50
54.6
109
79-129
Ethylbenzene
ug/L
50
50.1
100
68-129
lodomethane
ug/L
100
86.6
87
49-154
Methylene Chloride
ug/L
50
44.9
90
61-147
Styrene
ug/L
50
51.4
103
77-128
Tetrachloroethene
ug/L
50
53.0
106
51-139
Toluene
ug/L
50
51.2
102
60-133
trans-1,2-Dichloroethene
ug/L
50
53.4
107
69-144
trans- 1,3-Dichloropropene
ug/L
50
46.2
92
74-128
trans-1,4-Dichloro-2-butene
ug/L
100
76.7J
77
61-139
Trichloroethene
ug/L
50
47.7
95
73-126
Trichlorofluoromethane
ug/L
50
53.2
106
55-132
Vinyl acetate
ug/L
50
49AJ
99
52-141
Vinyl chloride
ug/L
50
48.1
96
50-133
Xylene (Total)
ug/L
150
155
103
78-132
1,2-Dichloroethane-d4 (S)
%.
103
81-119
4-Bromofluorobenzene (S)
%.
102
82-120
Dibromofluoromethane (S)
%.
109
82-114
Toluene-d8 (S)
%.
97
82-109
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
194236
194237
MS
MSD
2628325010
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
50
50
47.2
31.8
94
64
68-137
39
11 M1,R1
1,1,1-Trichloroethane
ug/L
ND
50
50
74.7
49.8
149 100
66-142
40
11 M1,R1,
v1
1,1,2,2-Tetrachloroethane
ug/L
ND
50
50
46.8
33.1
94
66
39-171
34
13 R1
1,1,2-Trichloroethane
ug/L
ND
50
50
56.0
36.7
112
73
73-136
41
12 R1
1,1-Dichloroethane
ug/L
ND
50
50
64.5
42.6
129
85
66-155
41
15 R1
1,1-Dichloroethene
ug/L
ND
50
50
66.7
45.1
133
90
33-181
39
34 R1
1,2,3-Trichloropropane
ug/L
ND
50
50
37.4
26.2
75
52
78-133
35
14 M1,R1
1,2-Dibromo-3-
ug/L
ND
50
50
38.5
28.6
77
57
58-124
30
15 M1,R1
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
50
50
56.1
38.9
112
78
71-134
36
12 R1
1,2-Dichlorobenzene
ug/L
ND
50
50
47.5
33.1
95
66
69-135
36
10 M1,R1
1,2-Dichloroethane
ug/L
ND
50
50
58.3
39.3
117
79
36-159
39
10 R1
1,2-Dichloropropane
ug/L
ND
50
50
56.1
37.8
112
76
68-132
39
11 R1
1,4-Dichlorobenzene
ug/L
ND
50
50
44.7
31.8
89
64
49-153
34
9 R1
2-Butanone (MEK)
ug/L
ND
100
100
83.8J
60.1J
84
60
10-189
33
23 R1
2-Hexanone
ug/L
ND
100
100
79.2
57.0
79
57
40-135
33
18 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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11 /2020 05:26 PM without the written consent of Pace Analytical Services, LLC.
Page 54 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 194236 194237
Parameter
Units
4-Methyl-2-pentanone
ug/L
(MIBK)
Acetone
ug/L
Acrylonitrile
ug/L
Benzene
ug/L
Bromochloromethane
ug/L
Bromodichloromethane
ug/L
Bromoform
ug/L
Bromomethane
ug/L
Carbon disulfide
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroethane
ug/L
Chloroform
ug/L
Chloromethane
ug/L
cis-1,2-Dichloroethene
ug/L
cis-1,3-Dichloropropene
ug/L
Dibromochloromethane
ug/L
Dibromomethane
ug/L
Ethylbenzene
ug/L
lodomethane
ug/L
Methylene Chloride
ug/L
Styrene
ug/L
Tetrachloroethene
ug/L
Toluene
ug/L
trans-1,2-Dichloroethene
ug/L
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)
%.
MS
MSD
2628325010
Spike
Spike
MS
MSD
Result
Conc.
Conc.
Result
Result
ND
100
100
78.5J
56.5J
ND
100
100
72.OJ
49.5J
ND
200
200
226
154J
ND
50
50
60.1
40.4
ND
50
50
59.5
40.1
ND
50
50
53.0
34.3
ND
50
50
42.7
29.8
ND
50
50
40.8
34.2
ND
100
100
120
81.5J
ND
50
50
85.1
59.6
ND
50
50
50.2
34.4
ND
50
50
49.5
34.6
ND
50
50
63.9
42.8
ND
50
50
56.0
40.4
ND
50
50
59.9
38.7
ND
50
50
47.9
33.0
ND
50
50
48.8
32.8
ND
50
50
55.6
38.8
ND
50
50
54.2
37.4
ND
100
100
101
70.7
ND
50
50
50.5
33.4
ND
50
50
52.7
36.1
ND
50
50
61.7
40.1
ND
50
50
57.3
38.3
ND
50
50
65.4
42.7
ND
50
50
44.5
30.2
ND
100
100
70.6J
50AJ
ND
50
50
55.3
37.6
ND
50
50
81.0
56.1
ND
50
50
41.6J
24.9J
ND
50
50
61.7
44.7
ND
150
150
165
113
MS
% Rec
78
72
113
120
119
106
85
82
120
170
100
99
128
112
120
96
98
111
108
101
101
105
123
115
131
89
71
111
162
83
123
110
107
102
113
96
MSD % Rec
% Rec Limits
57 30-177
50 44-223
77 13-189
81 66-139
80 73-133
69 57-120
60 48-128
68 10-187
82 47-141
119 58-127
69 63-137
69 52-146
86 74-137
81 41-127
77 71-138
66 32-145
66 52-116
78 79-129
75 31-174
71 49-154
67 61-146
72 77-128
80 36-155
77 52-146
85 61-152
60 37-146
50 61-139
75 61-141
112 51-141
50 52-141
89 22-156
75 78-132
106 81-119
106 82-120
113 82-114
97 82-109
Max
RPD RPD Qual
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: 02/11 /2020 05:26 PM without the written consent of Pace Analytical Services, LLC.
33 10 R1
37 14 R1
38 12 R1
39 10 R1
39 13 R1
43 13 R1
36 13 R1
18 32
39 322
35 14 M1,R1
37 10 R1
36 16 R1
40 9 R1
32 10 R1
43 16 R1
37 12 R1
39 13 R1
35 14 M1,R1
37 10 R1
35 30 R1
41 15 R1
37 14 M1,R1
42 14 R1
40 11 R1
42 14 R1
38 12 R1
33 12 M1,R1
38 12 R1
36 13 M1,R1
50 14 M1,R1
32 26 R1
37 7 IRS
Page 55 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
QC Batch: 42669 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV
Associated Lab Samples: 2628325013, 2628325014, 2628325015, 2628325016, 2628325017, 2628325018, 2628325019, 2628325020
METHOD BLANK: 195053 Matrix: Water
Associated Lab Samples: 2628325013, 2628325014, 2628325015, 2628325016, 2628325017, 2628325018, 2628325019, 2628325020
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
5.0
0.32
01/31/20 11:44
1,1,1-Trichloroethane
ug/L
ND
1.0
0.38
01/31/20 11:44
1,1,2,2-Tetrachloroethane
ug/L
ND
3.0
0.53
01/31/20 11:44
1,1,2-Trichloroethane
ug/L
ND
1.0
0.59
01/31/20 11:44
1,1-Dichloroethane
ug/L
ND
5.0
0.41
01/31/20 11:44
1,1-Dichloroethene
ug/L
ND
5.0
0.72
01/31/20 11:44
1,2,3-Trichloropropane
ug/L
ND
1.0
0.46
01/31/20 11:44
1,2-Dibromo-3-chloropropane
ug/L
ND
2.0
0.55
01/31/20 11:44
1,2-Dibromoethane (EDB)
ug/L
ND
2.0
0.28
01/31/20 11:44
1,2-Dichlorobenzene
ug/L
ND
5.0
0.49
01/31/20 11:44
1,2-Dichloroethane
ug/L
ND
1.0
0.67
01/31/20 11:44
1,2-Dichloropropane
ug/L
ND
1.0
0.60
01/31/20 11:44
1,4-Dichlorobenzene
ug/L
ND
1.0
0.58
01/31/20 11:44
2-Butanone (MEK)
ug/L
ND
100
3.2
01/31/20 11:44
2-Hexanone
ug/L
ND
50.0
0.89
01/31/20 11:44
4-Methyl-2-pentanone (MIBK)
ug/L
ND
100
0.86
01/31/20 11:44
Acetone
ug/L
ND
100
8.2
01/31/20 11:44
Acrylonitrile
ug/L
ND
200
2.5
01/31/20 11:44
Benzene
ug/L
ND
1.0
0.20
01/31/20 11:44
Bromochloromethane
ug/L
ND
3.0
0.50
01/31/20 11:44
Bromodichloromethane
ug/L
ND
1.0
0.36
01/31/20 11:44
Bromoform
ug/L
ND
3.0
0.55
01/31/20 11:44
Bromomethane
ug/L
ND
10.0
0.95
01/31/20 11:44
Carbon disulfide
ug/L
ND
100
0.79
01/31/20 11:44
Carbon tetrachloride
ug/L
ND
1.0
0.42
01/31/20 11:44
Chlorobenzene
ug/L
ND
3.0
0.53
01/31/20 11:44
Chloroethane
ug/L
ND
10.0
0.52
01/31/20 11:44
Chloroform
ug/L
ND
5.0
0.58
01/31/20 11:44
Chloromethane
ug/L
ND
1.0
0.38
01/31/20 11:44
cis-1,2-Dichloroethene
ug/L
ND
5.0
0.66
01/31/20 11:44
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.22
01/31/20 11:44
Dibromochloromethane
ug/L
ND
3.0
0.31
01/31/20 11:44
Dibromomethane
ug/L
ND
10.0
0.62
01/31/20 11:44
Ethylbenzene
ug/L
ND
1.0
0.45
01/31/20 11:44
lodomethane
ug/L
ND
10.0
3.1
01/31/20 11:44
Methylene Chloride
ug/L
ND
1.0
0.50
01/31/20 11:44
Styrene
ug/L
ND
1.0
0.50
01/31/20 11:44
Tetrachloroethene
ug/L
ND
1.0
0.78
01/31/20 11:44
Toluene
ug/L
ND
1.0
0.31
01/31/20 11:44
trans-1,2-Dichloroethene
ug/L
ND
5.0
0.46
01/31/20 11:44
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.30
01/31/20 11:44
V1
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 56 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
METHOD BLANK: 195053 Matrix: Water
Associated Lab Samples: 2628325013, 2628325014, 2628325015, 2628325016, 2628325017, 2628325018, 2628325019, 2628325020
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
trans-1,4-Dichloro-2-butene
ug/L
ND
100
1.6
01/31/20 11:44
Trichloroethene
ug/L
ND
1.0
0.34
01/31/20 11:44
Trichlorofluoromethane
ug/L
ND
1.0
0.51
01/31/20 11:44
Vinyl acetate
ug/L
ND
50.0
0.42
01/31/20 11:44
Vinyl chloride
ug/L
ND
1.0
0.60
01/31/20 11:44
Xylene (Total)
ug/L
ND
5.0
1.5
01/31/20 11:44
1,2-Dichloroethane-d4 (S)
%.
103
81-119
01/31/20 11:44
4-Bromofluorobenzene (S)
%.
101
82-120
01/31/20 11:44
Dibromofluoromethane (S)
%.
110
82-114
01/31/20 11:44
Toluene-d8 (S)
%.
95
82-109
01/31/20 11:44
LABORATORY CONTROL SAMPLE:
Parameter
195054
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
44.9
90
68-137
1,1,1-Trichloroethane
ug/L
50
50.1
100
72-134
1,1,2,2-Tetrachloroethane
ug/L
50
51.3
103
51-158
1,1,2-Trichloroethane
ug/L
50
54.0
108
78-131
1,1-Dichloroethane
ug/L
50
57.4
115
69-151
1,1-Dichloroethene
ug/L
50
57.7
115
64-158
1,2,3-Trichloropropane
ug/L
50
42.1
84
78-133
1,2-Dibromo-3-chloropropane
ug/L
50
46.6
93
58-124
1,2-Dibromoethane (EDB)
ug/L
50
47.2
94
71-134
1,2-Dichlorobenzene
ug/L
50
47.9
96
70-135
1,2-Dichloroethane
ug/L
50
52.1
104
72-129
1,2-Dichloropropane
ug/L
50
53.4
107
64-135
1,4-Dichlorobenzene
ug/L
50
45.6
91
70-131
2-Butanone (MEK)
ug/L
100
104
104
52-143
2-Hexanone
ug/L
100
77.5
77
61-136
4-Methyl-2-pentanone (MIBK)
ug/L
100
85.3J
85
71-129
Acetone
ug/L
100
113
113
48-224
Acrylonitrile
ug/L
200
232
116
66-154
Benzene
ug/L
50
53.1
106
68-132
Bromochloromethane
ug/L
50
58.4
117
73-133 v1
Bromodichloromethane
ug/L
50
51.6
103
67-121
Bromoform
ug/L
50
49.7
99
57-125
Bromomethane
ug/L
50
35.4
71
35-156
Carbon disulfide
ug/L
100
112
112
47-141
Carbon tetrachloride
ug/L
50
51.3
103
66-122
Chlorobenzene
ug/L
50
46.9
94
71-126
Chloroethane
ug/L
50
52.6
105
43-143
Chloroform
ug/L
50
56.5
113
71-136
Chloromethane
ug/L
50
39.5
79
47-123
cis-1,2-Dichloroethene
ug/L
50
56.0
112
74-131
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 57 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
LABORATORY CONTROL SAMPLE:
Parameter
195054
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
cis-1,3-Dichloropropene
ug/L
50
47.3
95
78-120
Dibromochloromethane
ug/L
50
49.5
99
65-115
Dibromomethane
ug/L
50
50.3
101
79-129
Ethylbenzene
ug/L
50
48.0
96
68-129
lodomethane
ug/L
100
83.1
83
49-154
Methylene Chloride
ug/L
50
50.6
101
61-147
Styrene
ug/L
50
45.6
91
77-128
Tetrachloroethene
ug/L
50
44.1
88
51-139
Toluene
ug/L
50
51.2
102
60-133
trans-1,2-Dichloroethene
ug/L
50
55.5
111
69-144
trans- 1,3-Dichloropropene
ug/L
50
44.7
89
74-128
trans-1,4-Dichloro-2-butene
ug/L
100
96.5J
97
61-139
Trichloroethene
ug/L
50
47.2
94
73-126
Trichlorofluoromethane
ug/L
50
52.1
104
55-132
Vinyl acetate
ug/L
50
46.OJ
92
52-141
Vinyl chloride
ug/L
50
46.3
93
50-133
Xylene (Total)
ug/L
150
144
96
78-132
1,2-Dichloroethane-d4 (S)
%.
98
81-119
4-Bromofluorobenzene (S)
%.
96
82-120
Dibromofluoromethane (S)
%.
105
82-114
Toluene-d8 (S)
%.
98
82-109
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 195055
MS
2628379005 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
195056
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
50
50
46.4
35.6
93
71
68-137
27
11 R1
1,1,1-Trichloroethane
ug/L
ND
50
50
63.1
45.9
126
92
66-142
31
11 R1
1,1,2,2-Tetrachloroethane
ug/L
ND
50
50
54.4
39.2
109
78
39-171
33
13 R1
1,1,2-Trichloroethane
ug/L
ND
50
50
60.3
45.2
121
90
73-136
29
12 R1
1,1-Dichloroethane
ug/L
ND
50
50
66.6
49.8
133
100
66-155
29
15 R1
1,1-Dichloroethene
ug/L
ND
50
50
79.0
60.7
158
121
33-181
26
34
1,2,3-Trichloropropane
ug/L
ND
50
50
41.0
27.9
82
56
78-133
38
14 M1,R1
1,2-Dibromo-3-
ug/L
ND
50
50
48.7
34.2
97
68
58-124
35
15 R1
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
50
50
51.5
38.9
103
78
71-134
28
12 R1
1,2-Dichlorobenzene
ug/L
ND
50
50
51.5
36.5
103
73
69-135
34
10 R1
1,2-Dichloroethane
ug/L
ND
50
50
58.5
43.5
117
87
36-159
29
10 R1
1,2-Dichloropropane
ug/L
ND
50
50
59.2
43.7
118
87
68-132
30
11 R1
1,4-Dichlorobenzene
ug/L
ND
50
50
49.7
35.7
99
71
49-153
33
9 R1
2-Butanone (MEK)
ug/L
ND
100
100
103
76.2J
103
76
10-189
30
23 R1
2-Hexanone
ug/L
ND
100
100
82.7
58.0
83
58
40-135
35
18 R1
4-Methyl-2-pentanone
ug/L
ND
100
100
88AJ
65.1J
88
65
30-177
30
10 R1
(MIBK)
Acetone ug/L ND 100 100 99.8J 69.8J 100 70 44-223 35 14 R1
Acrylonitrile ug/L ND 200 200 255 183J 127 92 13-189 33 12 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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 58 of 86

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628325
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 195055
MS
2628379005 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
195056
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
Benzene
ug/L
ND
50
50
62.6
46.7
125
93
66-139
29
10 R1
Bromochloromethane
ug/L
ND
50
50
66.6
49.3
133
99
73-133
30
13 R1,v1
Bromodichloromethane
ug/L
ND
50
50
56.8
43.2
114
86
57-120
27
13 R1
Bromoform
ug/L
ND
50
50
49.7
37.6
99
75
48-128
28
13 R1
Bromomethane
ug/L
ND
50
50
40.2
35.0
80
70
10-187
14
32
Carbon disulfide
ug/L
ND
100
100
144
107
144
107
47-141
29
322 M1
Carbon tetrachloride
ug/L
ND
50
50
71.2
61.5
142
123
58-127
15
14 M1,R1
Chlorobenzene
ug/L
ND
50
50
51.3
38.0
103
76
63-137
30
10 R1
Chloroethane
ug/L
ND
50
50
67.5
51.1
135
102
52-146
28
16 R1
Chloroform
ug/L
ND
50
50
65.5
48.1
131
96
74-137
31
9 R1
Chloromethane
ug/L
ND
50
50
46.1
37.3
92
75
41-127
21
10 R1
cis-1,2-Dichloroethene
ug/L
ND
50
50
64.1
47.1
128
94
71-138
31
16 R1
cis-1,3-Dichloropropene
ug/L
ND
50
50
48.8
36.1
98
72
32-145
30
12 R1
Dibromochloromethane
ug/L
ND
50
50
53.9
39.8
108
80
52-116
30
13 R1
Dibromomethane
ug/L
ND
50
50
56.0
40.9
112
82
79-129
31
14 R1
Ethylbenzene
ug/L
ND
50
50
53.7
39.6
107
79
31-174
30
10 R1
lodomethane
ug/L
ND
100
100
96.6
76.4
97
76
49-154
23
30
Methylene Chloride
ug/L
ND
50
50
56.8
44.3
114
89
61-146
25
15 R1
Styrene
ug/L
ND
50
50
3.1
2.7
6
5
77-128
14
14 M1
Tetrachloroethene
ug/L
ND
50
50
56.4
41.5
113
83
36-155
30
14 R1
Toluene
ug/L
ND
50
50
60.3
44.6
121
89
52-146
30
11 R1
trans-1,2-Dichloroethene
ug/L
ND
50
50
65.6
50.0
131
100
61-152
27
14 R1
trans-1,3-Dichloropropene
ug/L
ND
50
50
46.7
33.5
93
67
37-146
33
12 R1
trans-1,4-Dichloro-2-butene
ug/L
ND
100
100
86.5J
59.5J
86
60
61-139
37
12 M1,R1
Trichloroethene
ug/L
ND
50
50
56.3
40.2
113
80
61-141
33
12 R1
Trichlorofluoromethane
ug/L
ND
50
50
89.6
66.2
179
132
51-141
30
13 M1,R1
Vinyl acetate
ug/L
ND
50
50
ND
ND
0
0
52-141
14 M1
Vinyl chloride
ug/L
ND
50
50
63.9
50.4
128
101
22-156
24
26
Xylene (Total)
ug/L
ND
150
150
162
117
108
78
78-132
32
7 IRS
1,2-Dichloroethane-d4 (S)
%.
102
103
81-119
4-Bromofluorobenzene (S)
%.
94
93
82-120
Dibromofluoromethane (S)
%.
115
112
82-114
SO
Toluene-d8 (S)
%.
95
95
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: 02/11 /2020 05:26 PM without the written consent of Pace Analytical Services, LLC.
Page 59 of 86

Pace Analytical Services, LLC
110 Technology Parkway
lCtaac,
Analytrcal ePeachtree Corners, GA 30092
www.pacelabs.com [phone]
QUALIFIERS
Project: Foothills Landfill
Pace Project No.: 2628325
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
B Analyte was detected in the associated method blank.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
N2 The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A
complete list of accreditations/certifications is available upon request.
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: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 60 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Foothills Landfill
Pace Project No.: 2628325
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
2628325001
1403-MW-1R2
43106
2628325002
1403-MW-3R2
43106
2628325003
1403-MW-4
43106
2628325005
1403-MW-5
43106
2628325006
1403-MW-6
43106
2628325007
1403-MW-7
43106
2628325008
1403-MW-8
43106
2628325009
1403-MW-9
43106
2628325010
1403-MW-10
43106
2628325011
1403-MW-11
43106
2628325013
1403-SW1
43106
2628325014
1403-SW2
43106
2628325015
1403-SW3
43106
2628325016
1403-SW4
43106
2628325017
1403-SW5
43106
2628325018
1403-U D1
43106
2628325019
1403-U D2
43106
2628325001
1403-MW-1R2
EPA 3005A
42747
EPA 6020B
42773
2628325002
1403-MW-3R2
EPA 3005A
42747
EPA 6020B
42773
2628325003
1403-MW-4
EPA 3005A
42747
EPA 6020B
42773
2628325004
1403-DUP@MW-4
EPA 3005A
42747
EPA 6020B
42773
2628325005
1403-MW-5
EPA 3005A
42747
EPA 6020B
42773
2628325006
1403-MW-6
EPA 3005A
42747
EPA 6020B
42773
2628325007
1403-MW-7
EPA 3005A
42747
EPA 6020B
42773
2628325008
1403-MW-8
EPA 3005A
42747
EPA 6020B
42773
2628325009
1403-MW-9
EPA 3005A
42747
EPA 6020B
42773
2628325010
1403-MW-10
EPA 3005A
42747
EPA 6020B
42773
2628325011
1403-MW-11
EPA 3005A
42747
EPA 6020B
42773
2628325012
1403-Field Blank
EPA 3005A
42747
EPA 6020B
42773
2628325013
1403-SW1
EPA 3005A
42747
EPA 6020B
42773
2628325014
1403-SW2
EPA 3005A
42747
EPA 6020B
42773
2628325015
1403-SW3
EPA 3005A
42747
EPA 6020B
42773
2628325016
1403-SW4
EPA 3005A
42747
EPA 6020B
42773
2628325017
1403-SW5
EPA 3005A
42747
EPA 6020B
42773
2628325018
1403-U D1
EPA 3005A
42747
EPA 6020B
42773
2628325019
1403-U D2
EPA 3005A
42747
EPA 6020B
42773
2628325001
1403-MW-1R2
EPA 8260D
42533
2628325002
1403-MW-3R2
EPA 8260D
42533
2628325003
1403-MW-4
EPA 8260D
42535
2628325004
1403-DUP@MW-4
EPA 8260D
42535
2628325005
1403-MW-5
EPA 8260D
42535
2628325006
1403-MW-6
EPA 8260D
42535
2628325007
1403-MW-7
EPA 8260D
42535
2628325008
1403-MW-8
EPA 8260D
42535
2628325009
1403-MW-9
EPA 8260D
42535
2628325010
1403-MW-10
EPA 8260D
42535
2628325011
1403-MW-11
EPA 8260D
42535
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11/2020 05:26 PM without the written consent of Pace Analytical Services, LLC. Page 61 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Foothills Landfill
Pace Project No.: 2628325
Lab ID
Sample ID
QC Batch Method
QC Batch
2628325012
1403-Field Blank
EPA 8260D
42535
2628325013
1403-SW1
EPA 8260D
42669
2628325014
1403-SW2
EPA 8260D
42669
2628325015
1403-SW3
EPA 8260D
42669
2628325016
1403-SW4
EPA 8260D
42669
2628325017
1403-SW5
EPA 8260D
42669
2628325018
1403-UD1
EPA 8260D
42669
2628325019
1403-UD2
EPA 8260D
42669
2628325020
1403-Trip Blank
EPA 8260D
42669
Date: 02/11/2020 05:26 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical Method
Analytical
Batch
Page 62 of 86

a �
N z
z °o°o v o m Q
vi
o �° oa oo a
o �Cal0m� J�J��o
�x xz zzz `� iri v°iiv°i¢3a w
v, o z
a U 1;`nyaJa z
x
w �u
w y W S a H O N
g �a M �
a SIP IX a: a�� Zwzag� x
LL a' W
Z g O W a a¢ g
w
co
o paat9>v)0
Q
O J a m - o z m w at �► �- N CM d LA CO 1�- co � er.- r i y to
w
O.M ai k sN
W CL r r
1� U
o N o
= U
U w
aN
coo
�a j LL o_ ' S�d13W - I XION3ddV X X X X
`� X X X X X X X X }
O a
°z> r 09Z$ Jl8 0OA - I XlON3ddd X X X X X X X X X X X X W� W
cUc _
QW j �c
CL�� # c�oz�a-zwxua d' et d' rt d' w w
a'm to
C�i O
V '� 00 o Ln CO f� � Or r 3 O z
iL q r` M
'
O
wLU
O W ' ' M M M M M M O ~'
W Q CO O P O O 2 g~ w
V U p � [� E
U a
mW
o QmXXXXXXXXXXXX
M Z m UOSe4
CL
w U.
xw Z
wco ° 0 CD (D (a Ca 0 C7 C7 Ca Ca C7 C7
w W ti J
m a 00 _
Z � 0 4� H T 3, O 0� M M T :r r V1
.. _, hokA
F- z �° Z O ~ 9 3' T M IY O
o u� Isw Cu Ca
w m vo J 3� n �} N � p 7 p t� c� 0 a -°a �
Z z ¢ ° a nl cJ 1 !v N n1 N N o m
a W o w a N cr nr1 N N c 1 er N N WU W ° $ Z
J } Y
V U V LU � a a F } •� •� .� Q� p U page
__ i A m N •wi' _ �

U
K
U
V
V ci
m
U
O
O
N
o ut
° b
LL
=
O Od
zx
z
a
2
vi 'o-j09xap
co 0
o
z
tp
�Jc7
¢JOO
. 1
h
O
N�
J
a
a
V
X
wlr
O
3¢3°a¢aU
OOQw
w
I5
Z z Mix
he
azy2
Qa
S
�F
x¢xDRa
2
C14
i0
0to(1)
LU
p a ¢
c7> wp
33��
o
cn
z°Emwrcrn=0
O
w $
za
0.2
wT 9-
a N
O
ti
v,0 LL
a "'
Slb'13W - I XIaN3ddV
X
X
X
X
X
X
X
X
09Z8 Jl8 O4A -I XIaN3ddb' X
X
X
X
X
X
X
X
X
z
c U
dW ^
°
It
It
`t
19t
ch
v
Y
r)
z
Z
Y
Z
ram.. 8
J
�-
N
M
d'
Ln
N
Q
!+A
Q
O
U.
m��3��❑❑m
100
s
cts
W
V
J ui
O
W
_
M
In
co
M
M
M
!Y
O
I ,
r
Lei K ui
{4j
V v�
C7
O
O
V
N
U
a
mw
o ��4mXXXXXxXXX
d m
Z 0020.
LiJ
XL
o
V
<
U)
CA
f!)
fn
C0
U)
w co
CLi
04
,M
z
z � ~O
O
.•
in
fvt
9
s,3
9
C
caN
c CO
w
ajw
vo
ii)
0
N
N
40LL
°
z Og,
2 o
° am
w z n 4 a
1
%
1
N
1
N
1
N
L
N
1
>�O
CD0 m
Z
Q
¢°
w W
N
r
rN
r
1
(�
°
wU
CL
N
N
J'
V
U U
w
lu a a
'�
'
�'
(
+•
�•
2 O 0
11m if
NIeh
00
N
N
N

Sarnple
...� Condition ' ,' 28325
.. Client Name: C 1M('-&s v pus
(�. ate,. 02/11/20
PM • MZp Rs 1 tc AC
Courier. �ed Ex ❑ UPS ❑ USPS ❑ Client El Commercial El Pace Other CLIOT'
Tracking 0: 1. o kt t 3 10 %1pq
Custody Seal on Cooler/Box Present: ❑ yes no Seals intact ❑ yes ❑ no
Packing Material: ❑ Bubble Wrap ❑ Bubble Bags ❑ Nonlb M Other f t"$ WC.
Thermometer Used �, 11T1'yp f Ice: Blue None ❑ Samples on toe. Coolft process has begun
Cooler Temperature
Tamp shotdd be above freezing to SIC
Biological Tissue is Frozen: Yes No
Comments:
Dais and to Is of rao examining
contents:
Chain of Custody Present
os ONO
❑wA
1.
Chain of Custody Filled Out:
Oes ❑No
❑NIA
2.
Chain of Custody Relinqu~
Rr6s ❑No
❑wA
3.
Sampler Name & Signature on COC:
Ass ❑No
❑wA
4.
Sam as Arrived within Hold Time:
Am ON,
❑wA
5.
Short Hold Time Analysis <72hr :
Oyes ❑No
wA
6.
Rush Tum Around Time Requested:
❑Yee ❑No
wA
T.
Sufficient Volume:
0Yes ❑No
❑WA
$.
Correct Containers Used:
-Pace Containers Used:
(OYes ❑No
Yes ❑No
❑wA
❑wA
9.
Containers Intact:
dYes ❑No
❑wA
10.
Filtered volume received for Dissolved tests
Dyes ON*
VNfA
11.
Sample Labels match COC:
-Includes dateltimme/lD/Anai sis Matrix:
IYes ❑No
❑wA
12,
AD ooftirwo needing preservation have been checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
excep0m. VOA, COMM. TOC, O&G, WI-DRO (we"
❑Yss ❑No
❑Yes ONO
❑Yes ONO
❑wA
❑wA
13.
Initial when
completed
Lot of added
preservative
SampWs checked for dechlorination:
❑Yes ❑No
1JwA
14.
Headspace in VOA Vials >6mm :
❑Yes ONO
A WA
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot if rcoased :
❑Yes ❑No
❑Yes ❑No
❑wA
❑wA
16.
Client Notification/ Resolutiah: Field Data Required? Y I N
Person Contacted:
Comments/ Resolution:
Project Manager Review:
Date/Time:
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)
F-ALLCO03rev.3, I ISeptemtefl0W5 of 86

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
February 12, 2020
Environmental Manager
Foothills Environmental Landfill
2800 Cheraw Road
Lenoir, NC 28645
RE: Project: Foothills Landfill
Pace Project No.: 2628328
Dear Environmental Manager:
Enclosed are the analytical results for sample(s) received by the laboratory on January 28, 2020.
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,
Kevin Herring for
Maiya Parks
[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 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill
Pace Project No.: 2628328
Pace Analytical Services Atlanta
110 Technology Parkway Peachtree Corners, GA 30092
Florida DOH Certification #: E87315
Georgia DW Inorganics Certification #: 812
Georgia DW Microbiology Certification #: 812
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
North Carolina Certification #: 381
South Carolina Certification #: 98011001
Virginia Certification #: 460204
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE SUMMARY
Project: Foothills Landfill
Pace Project No.: 2628328
Lab ID Sample ID Matrix Date Collected Date Received
2628328001 1403-MW-2R Water 01/27/20 15:55 01/28/20 09:45
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 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
Foothills Landfill
2628328
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
2628328001
1403-MW-2R
EPA 8011
MKI
3
PASI-GA
EPA 8081B
SFI
22
PASI-GA
EPA 8082A
SFI
8
PASI-GA
EPA8151A
SFI
5
PASI-GA
EPA 6020E
CSW
16
PASI-GA
EPA 7470A
DRB
1
PASI-GA
EPA 8270E
MKI
112
PASI-GA
EPA8260D
LIH
63
PASI-GA
SM 4500-S2D-2011
NAL
1
PASI-A
SM 4500-CN-E-2011
CJH1
1
PASI-A
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 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628328
Sample: 1403-MW-2R Lab ID: 2628328001 Collected: 01/27/20 15:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data
Field pH
Field Temperature
Field Specific
Conductance
Field Turbidity
Field Oxidation Potential
Oxygen, Dissolved
Depth to Water
8011 GCS EDB and DBCP
1,2-Dibromo-3-
chloropropane
1,2-Dibromoethane (EDB)
Surrogates
Bromoform (S)
8081 GCS Pesticide Waters
Aldrin
alpha-BHC
beta-BHC
delta-BHC
gamma-BHC (Lindane)
Chlordane (Technical)
4,4'-DDD
4,4'-DDE
4,4'-DDT
Dieldrin
Endosulfan I
Endosulfan 11
Endosulfan sulfate
Endrin
Endrin aldehyde
Heptachlor
Heptachlor epoxide
Isodrin
Methoxychlor
Toxaphene
Surrogates
Tetrachloro-m-xylene (S)
Decachlorobiphenyl (S)
8082 PCB Water GCS
PCB-1016 (Aroclor 1016)
PCB-1221 (Aroclor 1221)
PCB-1232 (Aroclor 1232)
PCB-1242 (Aroclor 1242)
Date: 02/12/2020 07:31 AM
Analytical Method
5.73 Std. Units
1
01/27/20 15:55
15.6
deg C
1
01/27/20 15:55
144.9
umhos/c
1
01/27/20 15:55
m
0.19
NTU
1
01/27/20 15:55
76.1
my
1
01/27/20 15:55
1.98
mg/L
1
01/27/20 15:55
7782-44-7 N2
48.40
feet
1
01/27/20 15:55
Analytical Method: EPA 8011
Preparation Method: EPA 8011
ND
ug/L
0.20
0.061
1
02/06/20 09:51
02/06/20 14:32
96-12-8
ND
ug/L
0.050
0.015
1
02/06/20 09:51
02/06/20 14:32
106-93-4
103
%.
31-168
1
02/06/20 09:51
02/06/20 14:32
75-25-2
Analytical Method: EPA 8081
B Preparation Method: EPA
3510C
ND
ug/L
0.10
0.044
1
01/29/20 12:15
01/30/2018:13
309-00-2
ND
ug/L
0.10
0.039
1
01/29/20 12:15
01/30/2018:13
319-84-6
ND
ug/L
0.10
0.046
1
01/29/20 12:15
01/30/2018:13
319-85-7
ND
ug/L
0.10
0.032
1
01/29/20 12:15
01/30/2018:13
319-86-8
ND
ug/L
0.10
0.037
1
01/29/20 12:15
01/30/2018:13
58-89-9
ND
ug/L
0.50
0.29
1
01/29/20 12:15
01/30/2018:13
57-74-9
ND
ug/L
0.10
0.034
1
01/29/20 12:15
01/30/2018:13
72-54-8
ND
ug/L
0.10
0.030
1
01/29/20 12:15
01/30/2018:13
72-55-9
ND
ug/L
0.10
0.034
1
01/29/20 12:15
01/30/2018:13
50-29-3
ND
ug/L
0.10
0.036
1
01/29/20 12:15
01/30/2018:13
60-57-1
ND
ug/L
0.50
0.068
1
01/29/20 12:15
01/30/2018:13
959-98-8
ND
ug/L
0.50
0.037
1
01/29/20 12:15
01/30/2018:13
33213-65-9
ND
ug/L
0.50
0.032
1
01/29/20 12:15
01/30/2018:13
1031-07-8
ND
ug/L
0.20
0.040
1
01/29/20 12:15
01/30/2018:13
72-20-8
ND
ug/L
0.20
0.081
1
01/29/20 12:15
01 /30/20 18:13
7421-93-4
ND
ug/L
0.10
0.034
1
01/29/20 12:15
01/30/2018:13
76-44-8
ND
ug/L
0.10
0.042
1
01/29/20 12:15
01/30/2018:13
1024-57-3
ND
ug/L
0.50
0.034
1
01/29/20 12:15
01/30/2018:13
465-73-6
ND
ug/L
0.30
0.048
1
01/29/20 12:15
01/30/2018:13
72-43-5
ND
ug/L
2.0
0.22
1
01/29/20 12:15
01 /30/20 18:13
8001-35-2
90
%.
19-148
1
01/29/20 12:15
01 /30/20 18:13
877-09-8
117
%.
10-157
1
01/29/20 12:15
01 /30/20 18:13
2051-24-3
Analytical Method: EPA 8082A Preparation
Method: EPA
3510C
ND
ug/L
0.50
0.19
1
01/29/20 12:15
01/29/20 21:44
12674-11-2
ND
ug/L
0.50
0.50
1
01/29/20 12:15
01/29/20 21:44
11104-28-2
ND
ug/L
0.50
0.50
1
01/29/20 12:15
01/29/20 21:44
11141-16-5
ND
ug/L
0.50
0.50
1
01/29/20 12:15
01/29/20 21:44
53469-21-9
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 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628328
Sample: 1403-MW-2R Lab ID: 2628328001 Collected: 01/27/20 15:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8082 PCB Water GCS
PCB-1248 (Aroclor 1248)
PCB-1254 (Aroclor 1254)
PCB-1260 (Aroclor 1260)
Surrogates
Decachlorobiphenyl (S)
8151A Cl Acid Herbicide Waters
2,4-D
Dinoseb
2,4,5-T
2,4,5-TP (Silvex)
Surrogates
2,4-DCAA (S)
6020B MET ICPMS
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Tin
Vanadium
Zinc
7470 Mercury
Mercury
8270E MSSV Water, Extend
Acenaphthene
Acenaphthylene
Acetophenone
2-Acetylaminofluorene
4-Aminobiphenyl
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Date: 02/12/2020 07:31 AM
Analytical Method: EPA 8082A Preparation Method: EPA 3510C
ND
ug/L
0.50
0.50
1
01/29/20 12:15
01/29/20 21:44
12672-29-6
ND
ug/L
0.50
0.50
1
01/29/20 12:15
01/29/20 21:44
11097-69-1
ND
ug/L
0.50
0.23
1
01/29/20 12:15
01/29/20 21:44
11096-82-5
102
%.
17-144
1
01/29/20 12:15
01/29/20 21:44
2051-24-3
Analytical
Method: EPA8151A Preparation Method: EPA8151A
ND
ug/L
5.0
1.6
1
01/29/20 08:00
01/30/20 23:08
94-75-7
ND
ug/L
5.0
1.2
1
01/29/20 08:00
01/30/20 23:08
88-85-7
ND
ug/L
5.0
1.1
1
01/29/20 08:00
01/30/20 23:08
93-76-5
ND
ug/L
10.0
1.0
1
01/29/20 08:00
01/30/20 23:08
93-72-1
105
%.
10-155
1
01/29/20 08:00
01/30/20 23:08
19719-28-9
Analytical
Method: EPA 6020E Preparation Method: EPA
3005A
ND
ug/L
6.0
0.27
1
02/03/20 10:28
02/03/20 22:42
7440-36-0
ND
ug/L
10.0
0.35
1
02/03/20 10:28
02/03/20 22:42
7440-38-2
244
ug/L
100
0.49
1
02/03/20 10:28
02/03/20 22:42
7440-39-3
0.12J
ug/L
1.0
0.074
1
02/03/20 10:28
02/03/20 22:42
7440-41-7
ND
ug/L
1.0
0.11
1
02/03/20 10:28
02/03/20 22:42
7440-43-9
ND
ug/L
10.0
0.39
1
02/03/20 10:28
02/03/20 22:42
7440-47-3
ND
ug/L
10.0
0.30
1
02/03/20 10:28
02/03/20 22:42
7440-48-4
ND
ug/L
10.0
0.19
1
02/03/20 10:28
02/03/20 22:42
7440-50-8
ND
ug/L
10.0
0.046
1
02/03/20 10:28
02/03/20 22:42
7439-92-1
ND
ug/L
50.0
0.31
1
02/03/20 10:28
02/03/20 22:42
7440-02-0
ND
ug/L
10.0
1.3
1
02/03/20 10:28
02/03/20 22:42
7782-49-2
ND
ug/L
10.0
0.28
1
02/03/20 10:28
02/03/20 22:42
7440-22-4
ND
ug/L
5.5
0.052
1
02/03/20 10:28
02/03/20 22:42
7440-28-0
ND
ug/L
20.0
1.3
1
02/03/20 10:28
02/03/20 22:42
7440-31-5
4.6J
ug/L
25.0
0.71
1
02/03/20 10:28
02/03/20 22:42
7440-62-2
B
1.7J
ug/L
10.0
1.5
1
02/03/20 10:28
02/03/20 22:42
7440-66-6
Analytical
Method: EPA 7470A Preparation Method: EPA
7470A
ND
ug/L
0.20
0.14
1
01/29/2013:12
01/29/2018:21
7439-97-6
Analytical
Method: EPA 8270E Preparation Method: EPA
3510C
ND
ug/L
10.0
1.9
1
02/04/2017:30
02/06/2019:12
83-32-9
H2
ND
ug/L
10.0
1.9
1
02/04/2017:30
02/06/2019:12
208-96-8
H2
ND
ug/L
10.0
3.3
1
02/04/2017:30
02/06/2019:12
98-86-2
H2
ND
ug/L
10.0
2.7
1
02/04/2017:30
02/06/2019:12
53-96-3
H2
ND
ug/L
10.0
1.4
1
02/04/2017:30
02/06/2019:12
92-67-1
H2
ND
ug/L
10.0
2.7
1
02/04/2017:30
02/06/2019:12
120-12-7
H2
ND
ug/L
10.0
4.2
1
02/04/2017:30
02/06/2019:12
56-55-3
H2
ND
ug/L
10.0
3.7
1
02/04/2017:30
02/06/2019:12
50-32-8
H2
ND
ug/L
10.0
4.1
1
02/04/2017:30
02/06/2019:12
205-99-2
H2
ND
ug/L
10.0
4.0
1
02/04/2017:30
02/06/2019:12
191-24-2
H2
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 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628328
Sample: 1403-MW-2R Lab ID: 2628328001 Collected: 01/27/20 15:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8270E MSSV Water, Extend Analytical Method: EPA 8270E Preparation Method: EPA 3510C
Benzo(k)fluoranthene
ND
ug/L
10.0
4.5
1
02/04/20 17:30
02/06/20 19:12
207-08-9
H2
Benzyl alcohol
ND
ug/L
20.0
2.3
1
02/04/20 17:30
02/06/20 19:12
100-51-6
H2
4-Bromophenylphenyl
ND
ug/L
10.0
2.5
1
02/04/20 17:30
02/06/20 19:12
101-55-3
H2
ether
Butylbenzylphthalate
ND
ug/L
10.0
4.5
1
02/04/20 17:30
02/06/20 19:12
85-68-7
H2
4-ChIoro-3-methyl phenol
ND
ug/L
10.0
2.8
1
02/04/20 17:30
02/06/20 19:12
59-50-7
H2
4-Chloroaniline
ND
ug/L
20.0
2.8
1
02/04/20 17:30
02/06/20 19:12
106-47-8
H2
Chlorobenzilate
ND
ug/L
10.0
1.6
1
02/04/20 17:30
02/06/20 19:12
510-15-6
H2
bis(2-
ND
ug/L
10.0
1.6
1
02/04/20 17:30
02/06/20 19:12
111-91-1
H2
Chloroethoxy)methane
bis(2-Chloroethyl) ether
ND
ug/L
10.0
1.4
1
02/04/20 17:30
02/06/20 19:12
111-44-4
H2
2-Chloronaphthalene
ND
ug/L
10.0
1.6
1
02/04/20 17:30
02/06/20 19:12
91-58-7
H2
2-Chlorophenol
ND
ug/L
10.0
1.2
1
02/04/20 17:30
02/06/20 19:12
95-57-8
H2
4-Chlorophenylphenyl
ND
ug/L
10.0
2.7
1
02/04/20 17:30
02/06/20 19:12
7005-72-3
H2
ether
Chrysene
ND
ug/L
10.0
4.1
1
02/04/20 17:30
02/06/20 19:12
218-01-9
H2
Diallate
ND
ug/L
50.0
2.5
1
02/04/20 17:30
02/06/20 19:12
2303-16-4
H2
Dibenz(a,h)anthracene
ND
ug/L
10.0
4.5
1
02/04/20 17:30
02/06/20 19:12
53-70-3
H2
Dibenzofuran
ND
ug/L
10.0
2.1
1
02/04/20 17:30
02/06/20 19:12
132-64-9
H2
3,3'-Dichlorobenzidine
ND
ug/L
20.0
5.5
1
02/04/20 17:30
02/06/20 19:12
91-94-1
H2
2,4-Dichlorophenol
ND
ug/L
10.0
2.0
1
02/04/20 17:30
02/06/20 19:12
120-83-2
H2
2,6-Dichlorophenol
ND
ug/L
10.0
5.1
1
02/04/20 17:30
02/06/20 19:12
87-65-0
H2,v3
Diethylphthalate
ND
ug/L
10.0
2.7
1
02/04/20 17:30
02/06/20 19:12
84-66-2
H2
Dimethoate
ND
ug/L
50.0
1.4
1
02/04/20 17:30
02/06/20 19:12
60-51-5
H2
7,12-
ND
ug/L
50.0
1.5
1
02/04/20 17:30
02/06/20 19:12
57-97-6
H2
Dimethylbenz(a)anthracen
e
3,3'-Dimethylbenzidine
ND
ug/L
50.0
2.3
1
02/04/20 17:30
02/06/20 19:12
119-93-7
H2
2,4-Dimethylphenol
ND
ug/L
10.0
4.4
1
02/04/20 17:30
02/06/20 19:12
105-67-9
H2
Dimethylphthalate
ND
ug/L
10.0
2.0
1
02/04/20 17:30
02/06/20 19:12
131-11-3
H2
Di-n-butylphthalate
ND
ug/L
10.0
3.5
1
02/04/20 17:30
02/06/20 19:12
84-74-2
H2
4,6-Dinitro-2-methyl phenol
ND
ug/L
50.0
7.4
1
02/04/20 17:30
02/06/20 19:12
534-52-1
H2
1,3-Dinitrobenzene
ND
ug/L
10.0
2.9
1
02/04/20 17:30
02/06/20 19:12
99-65-0
H2
2,4-Dinitrophenol
ND
ug/L
50.0
8.1
1
02/04/20 17:30
02/06/20 19:12
51-28-5
H2
2,4-Dinitrotoluene
ND
ug/L
20.0
4.2
1
02/04/20 17:30
02/06/20 19:12
121-14-2
H2
2,6-Dinitrotoluene
ND
ug/L
20.0
2.5
1
02/04/20 17:30
02/06/20 19:12
606-20-2
H2
Di-n-octylphthalate
ND
ug/L
10.0
5.8
1
02/04/20 17:30
02/06/20 19:12
117-84-0
H2
1,2-Diphenylhydrazine
ND
ug/L
10.0
2.0
1
02/04/20 17:30
02/06/20 19:12
122-66-7
H2
Disulfoton
ND
ug/L
10.0
3.0
1
02/04/20 17:30
02/06/20 19:12
298-04-4
H2
bis(2- Ethyl hexyl)phthalate
ND
ug/L
10.0
5.2
1
02/04/20 17:30
02/06/20 19:12
117-81-7
H2
Ethyl methanesulfonate
ND
ug/L
50.0
3.4
1
02/04/20 17:30
02/06/20 19:12
62-50-0
H2
Famphur
ND
ug/L
10.0
2.1
1
02/04/20 17:30
02/06/20 19:12
52-85-7
H2
Fluoranthene
ND
ug/L
10.0
3.9
1
02/04/20 17:30
02/06/20 19:12
206-44-0
H2
Fluorene
ND
ug/L
10.0
2.4
1
02/04/20 17:30
02/06/20 19:12
86-73-7
H2
Hexachloro-1,3-butadiene
ND
ug/L
10.0
3.7
1
02/04/20 17:30
02/06/20 19:12
87-68-3
H2
Hexachlorobenzene
ND
ug/L
10.0
2.7
1
02/04/20 17:30
02/06/20 19:12
118-74-1
H2
Hexachlorocyclopentadien
ND
ug/L
10.0
3.6
1
02/04/20 17:30
02/06/20 19:12
77-47-4
H2
e
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced,
except in
full,
Date: 02/12/2020 07:31 AM
without the written consent of Pace Analytical
Services,
LLC.
Page 7 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628328
Sample: 1403-MW-2R Lab ID: 2628328001 Collected: 01/27/20 15:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8270E MSSV Water, Extend
Hexachloroethane
Hexachloropropene
Indeno(1,2,3-cd)pyrene
Isophorone
Isosafrole
Kepone
Methapyrilene
3-Methylcholanthrene
Methyl methanesulfonate
2-Methylnaphthalene
Methyl parathion
2-Methylphenol(o-Cresol)
3&4-Methyl phenol (m&p
Cresol)
1-Naphthalenamine
2-Naphthalenamine
Naphthalene
1,4-Naphthoquinone
2-Nitroaniline
3-Nitroaniline
4-Nitroaniline
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
5-Nitro-o-toluidine
N-Nitrosodiethylamine
N-Nitrosodimethylamine
N-Nitroso-di-n-butylamine
N-Nitroso-di-n-
propylamine
N-Nitrosodiphenylamine
N-
Nitrosomethylethylamine
N-Nitrosopiperidine
N-Nitrosopyrrolidine
O,O,O-
Tri ethyl phosphorothioate
2,2'-Oxybis(1-
chloropropane)
Parathion (Ethyl
parathion)
Pentachlorobenzene
Pentachloronitrobenzene
Pentachlorophenol
Phenacetin
Phenanthrene
Phenol
p-Phenylenediamine
Date: 02/12/2020 07:31 AM
Analytical Method: EPA 8270E Preparation Method: EPA 3510C
ND
ug/L
10.0
2.4
1
02/04/2017:30
02/06/2019:12
67-72-1
H2
ND
ug/L
10.0
2.9
1
02/04/2017:30
02/06/2019:12
1888-71-7
H2,v2
ND
ug/L
10.0
4.1
1
02/04/2017:30
02/06/2019:12
193-39-5
H2
ND
ug/L
10.0
2.1
1
02/04/2017:30
02/06/2019:12
78-59-1
H2
ND
ug/L
50.0
4.0
1
02/04/2017:30
02/06/2019:12
120-58-1
H2
ND
ug/L
20.0
12.4
1
02/04/2017:30
02/06/2019:12
143-50-0
H2
ND
ug/L
50.0
5.0
1
02/04/2017:30
02/06/2019:12
91-80-5
H2
ND
ug/L
50.0
1.6
1
02/04/2017:30
02/06/2019:12
56-49-5
H2
ND
ug/L
50.0
4.2
1
02/04/2017:30
02/06/2019:12
66-27-3
H2
ND
ug/L
10.0
1.6
1
02/04/2017:30
02/06/2019:12
91-57-6
H2
ND
ug/L
10.0
2.4
1
02/04/2017:30
02/06/2019:12
298-00-0
H2
ND
ug/L
10.0
2.0
1
02/04/2017:30
02/06/2019:12
95-48-7
H2
ND
ug/L
10.0
2.0
1
02/04/2017:30
02/06/2019:12
H2
ND
ug/L
10.0
2.6
1
02/04/2017:30
02/06/2019:12
134-32-7
H2
ND
ug/L
10.0
1.7
1
02/04/2017:30
02/06/2019:12
91-59-8
H2
ND
ug/L
10.0
1.3
1
02/04/2017:30
02/06/2019:12
91-20-3
H2
ND
ug/L
50.0
3.7
1
02/04/2017:30
02/06/2019:12
130-15-4
H2
ND
ug/L
50.0
3.1
1
02/04/2017:30
02/06/2019:12
88-74-4
H2
ND
ug/L
50.0
3.3
1
02/04/2017:30
02/06/2019:12
99-09-2
H2
ND
ug/L
50.0
4.9
1
02/04/2017:30
02/06/2019:12
100-01-6
H2
ND
ug/L
10.0
1.4
1
02/04/2017:30
02/06/2019:12
98-95-3
H2
ND
ug/L
50.0
2.5
1
02/04/2017:30
02/06/2019:12
88-75-5
H2
ND
ug/L
50.0
9.6
1
02/04/2017:30
02/06/2019:12
100-02-7
H2
ND
ug/L
10.0
2.0
1
02/04/2017:30
02/06/2019:12
99-55-8
H2
ND
ug/L
10.0
3.5
1
02/04/2017:30
02/06/2019:12
55-18-5
H2
ND
ug/L
10.0
2.3
1
02/04/2017:30
02/06/2019:12
62-75-9
H2
ND
ug/L
10.0
4.5
1
02/04/2017:30
02/06/2019:12
924-16-3
H2
ND
ug/L
10.0
2.1
1
02/04/2017:30
02/06/2019:12
621-64-7
H2
ND
ug/L
10.0
2.3
1
02/04/2017:30
02/06/2019:12
86-30-6
H2
ND
ug/L
10.0
3.5
1
02/04/2017:30
02/06/2019:12
10595-95-6
H2
ND
ug/L
10.0
3.7
1
02/04/2017:30
02/06/2019:12
100-75-4
H2
ND
ug/L
10.0
4.2
1
02/04/2017:30
02/06/2019:12
930-55-2
H2
ND
ug/L
10.0
3.2
1
02/04/2017:30
02/06/2019:12
126-68-1
H2
ND
ug/L
10.0
2.6
1
02/04/2017:30
02/06/2019:12
108-60-1
H2
ND
ug/L
10.0
2.2
1
02/04/2017:30
02/06/2019:12
56-38-2
H2
ND
ug/L
10.0
3.3
1
02/04/2017:30
02/06/2019:12
608-93-5
H2
ND
ug/L
10.0
2.3
1
02/04/2017:30
02/06/2019:12
82-68-8
H2
ND
ug/L
20.0
8.3
1
02/04/2017:30
02/06/2019:12
87-86-5
H2
ND
ug/L
10.0
1.4
1
02/04/2017:30
02/06/2019:12
62-44-2
H2
ND
ug/L
10.0
2.5
1
02/04/2017:30
02/06/2019:12
85-01-8
H2
ND
ug/L
10.0
1.4
1
02/04/2017:30
02/06/2019:12
108-95-2
H2
ND
ug/L
50.0
9.1
1
02/04/2017:30
02/06/2019:12
106-50-3
H2,v2
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 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628328
Sample: 1403-MW-2R Lab ID: 2628328001 Collected: 01/27/20 15:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8270E MSSV Water, Extend Analytical Method: EPA 8270E Preparation Method: EPA 3510C
Phorate
ND
ug/L
10.0
2.0
1
02/04/20 17:30
02/06/20 19:12
298-02-2
H2
Pronamide
ND
ug/L
50.0
1.3
1
02/04/20 17:30
02/06/20 19:12
23950-58-5
H2
Pyrene
ND
ug/L
10.0
3.4
1
02/04/20 17:30
02/06/20 19:12
129-00-0
H2
Safrole
ND
ug/L
50.0
3.0
1
02/04/20 17:30
02/06/20 19:12
94-59-7
H2
1,2,4,5-
ND
ug/L
10.0
1.7
1
02/04/20 17:30
02/06/20 19:12
95-94-3
H2
Tetrachlorobenzene
2,3,4,6-Tetrachlorophenol
ND
ug/L
20.0
3.2
1
02/04/20 17:30
02/06/20 19:12
58-90-2
H2
Thionazin
ND
ug/L
10.0
1.2
1
02/04/20 17:30
02/06/20 19:12
297-97-2
H2
O-Toluidine
ND
ug/L
10.0
3.4
1
02/04/20 17:30
02/06/20 19:12
95-53-4
H2
1,2,4-Trichlorobenzene
ND
ug/L
10.0
2.0
1
02/04/20 17:30
02/06/20 19:12
120-82-1
H2
2,4,5-Trichlorophenol
ND
ug/L
10.0
2.7
1
02/04/20 17:30
02/06/20 19:12
95-95-4
H2
2,4,6-Trichlorophenol
ND
ug/L
10.0
2.2
1
02/04/20 17:30
02/06/20 19:12
88-06-2
H2
1,3,5-Trinitrobenzene
ND
ug/L
10.0
1.4
1
02/04/20 17:30
02/06/20 19:12
99-35-4
H2
Surrogates
Nitrobenzene-d5 (S)
36
%.
13-107
1
02/04/20 17:30
02/06/20 19:12
4165-60-0
2-Fluorobiphenyl (S)
45
%.
12-129
1
02/04/20 17:30
02/06/20 19:12
321-60-8
p-Terphenyl-d14 (S)
65
%.
14-147
1
02/04/20 17:30
02/06/20 19:12
1718-51-0
Phenol-d6 (S)
10
%.
10-46
1
02/04/20 17:30
02/06/20 19:12
13127-88-3
2-Fluorophenol (S)
16
%.
10-64
1
02/04/20 17:30
02/06/20 19:12
367-12-4
2,4,6-Tribromophenol (S)
60
%.
10-148
1
02/04/20 17:30
02/06/20 19:12
118-79-6
8260D MSV Water, Extend
Analytical
Method: EPA 8260D
Acetone
8.4J
ug/L
100
8.2
1
02/04/20 17:07
67-64-1
Acetonitrile
ND
ug/L
50.0
10.0
1
02/04/20 17:07
75-05-8
Acrolein
ND
ug/L
50.0
7.8
1
02/04/20 17:07
107-02-8
Acrylonitrile
ND
ug/L
200
2.5
1
02/04/20 17:07
107-13-1
Allyl chloride
ND
ug/L
10.0
0.96
1
02/04/20 17:07
107-05-1
Benzene
2.2
ug/L
1.0
0.20
1
02/04/20 17:07
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
02/04/20 17:07
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
02/04/20 17:07
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
02/04/20 17:07
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
02/04/20 17:07
74-83-9
2-Butanone (MEK)
ND
ug/L
100
3.2
1
02/04/20 17:07
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
02/04/20 17:07
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
02/04/20 17:07
56-23-5
Chlorobenzene
ND
ug/L
3.0
0.53
1
02/04/20 17:07
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
02/04/20 17:07
75-00-3
Chloroform
ND
ug/L
5.0
0.58
1
02/04/20 17:07
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
02/04/20 17:07
74-87-3
Chloroprene
ND
ug/L
10.0
1.4
1
02/04/20 17:07
126-99-8
Dibromochloromethane
ND
ug/L
3.0
0.31
1
02/04/20 17:07
124-48-1
Dibromomethane
ND
ug/L
10.0
0.62
1
02/04/20 17:07
74-95-3
1,2-Dichlorobenzene
ND
ug/L
5.0
0.49
1
02/04/20 17:07
95-50-1
1,3-Dichlorobenzene
ND
ug/L
1.0
0.59
1
02/04/20 17:07
541-73-1
1,4-Dichlorobenzene
ND
ug/L
1.0
0.58
1
02/04/20 17:07
106-46-7
trans-1,4-Dichloro-2-
ND
ug/L
100
1.6
1
02/04/20 17:07
110-57-6
butene
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced,
except in
full,
Date: 02/12/2020 07:31 AM
without the written
consent of Pace Analytical
Services,
LLC.
Page
9 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628328
Sample: 1403-MW-2R Lab ID: 2628328001 Collected: 01/27/20 15:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Water, Extend
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
Ethyl methacrylate
2-Hexanone
lodomethane
Isobutanol
Methacrylonitrile
Methylene Chloride
Methyl methacrylate
4-M ethyl-2-pe n to n o n e
(MIBK)
Propionitrile
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)
4500S2D Sulfide Water
Sulfide
Date: 02/12/2020 07:31 AM
Analytical Method: EPA 8260D
ND
ug/L
1.0
0.48
1
02/04/2017:07
75-71-8
1.1J
ug/L
5.0
0.41
1
02/04/2017:07
75-34-3
ND
ug/L
1.0
0.67
1
02/04/2017:07
107-06-2
ND
ug/L
5.0
0.72
1
02/04/2017:07
75-35-4
3.4J
ug/L
5.0
0.66
1
02/04/2017:07
156-59-2
ND
ug/L
5.0
0.46
1
02/04/2017:07
156-60-5
ND
ug/L
1.0
0.60
1
02/04/2017:07
78-87-5
ND
ug/L
1.0
0.69
1
02/04/2017:07
142-28-9
ND
ug/L
1.0
0.23
1
02/04/2017:07
594-20-7
ND
ug/L
1.0
0.60
1
02/04/2017:07
563-58-6
ND
ug/L
1.0
0.22
1
02/04/2017:07
10061-01-5
ND
ug/L
1.0
0.30
1
02/04/2017:07
10061-02-6
ND
ug/L
1.0
0.45
1
02/04/2017:07
100-41-4
ND
ug/L
10.0
0.59
1
02/04/2017:07
97-63-2
ND
ug/L
50.0
0.89
1
02/04/2017:07
591-78-6
ND
ug/L
10.0
3.1
1
02/04/2017:07
74-88-4
ND
ug/L
100
19.0
1
02/04/2017:07
78-83-1
ND
ug/L
10.0
0.79
1
02/04/2017:07
126-98-7
0.94J
ug/L
1.0
0.50
1
02/04/2017:07
75-09-2
ND
ug/L
10.0
0.89
1
02/04/2017:07
80-62-6
ND
ug/L
100
0.86
1
02/04/2017:07
108-10-1
ND
ug/L
20.0
3.1
1
02/04/2017:07
107-12-0
ND
ug/L
1.0
0.50
1
02/04/2017:07
100-42-5
ND
ug/L
5.0
0.32
1
02/04/2017:07
630-20-6
ND
ug/L
3.0
0.53
1
02/04/2017:07
79-34-5
ND
ug/L
1.0
0.78
1
02/04/2017:07
127-18-4
ND
ug/L
1.0
0.31
1
02/04/2017:07
108-88-3
ND
ug/L
1.0
0.38
1
02/04/2017:07
71-55-6
ND
ug/L
1.0
0.59
1
02/04/2017:07
79-00-5
0.78J
ug/L
1.0
0.34
1
02/04/2017:07
79-01-6
ND
ug/L
1.0
0.51
1
02/04/2017:07
75-69-4
ND
ug/L
1.0
0.46
1
02/04/2017:07
96-18-4
ND
ug/L
50.0
0.42
1
02/04/2017:07
108-05-4
0.86J
ug/L
1.0
0.60
1
02/04/2017:07
75-01-4
2.OJ
ug/L
5.0
1.5
1
02/04/2017:07
1330-20-7
100
%.
81-119
1
02/04/2017:07
17060-07-0
96
%.
82-114
1
02/04/2017:07
1868-53-7
101
%.
82-120
1
02/04/2017:07
460-00-4
106
%.
82-109
1
02/04/2017:07
2037-26-5
Analytical
Method: SM 4500-S2D-2011
ND
mg/L
0.10
0.050
1
02/03/2014:24
18496-25-8
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 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill
Pace Project No.: 2628328
Sample: 1403-MW-2R Lab ID: 2628328001 Collected: 01/27/20 15:55 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
4500CNE Cyanide, Total Analytical Method: SM 4500-CN-E-2011 Preparation Method: SM 4500-CN-E-2011
Cyanide ND mg/L 0.0080 0.0060 1 02/02/20 15:00 02/02/20 22:51 57-12-5
Date: 02/12/2020 07:31 AM
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 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42929 Analysis Method: EPA 8011
QC Batch Method: EPA 8011 Analysis Description: GCS 8011 EDB DBCP
Associated Lab Samples: 2628328001
METHOD BLANK: 196215
Matrix:
Water
Associated Lab Samples: 2628328001
Blank
Reporting
Parameter
Units
Result
Limit
MDL Analyzed Qualifiers
1,2-Dibromo-3-chloropropane
ug/L
ND
0.21
0.064 02/06/20 13:28
1,2-Dibromoethane (EDB)
ug/L
ND
0.053
0.015 02/06/20 13:28
Bromoform (S)
%.
136
31-168
02/06/20 13:28
LABORATORY CONTROL SAMPLE:
196216
Spike
LCS
LCS % Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
1,2-Dibromo-3-chloropropane
ug/L
0.11
0.15J
137 60-140
1,2-Dibromoethane (EDB)
ug/L
0.11
0.13
118 60-140
Bromoform (S)
%.
146 31-168
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 196219
196220
MS
MSD
2628492005 Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD RPD Qual
1,2-Dibromo-3-
ug/L
ND 0.1
0.1
0.18J
0.17J
179
169
32-189
32
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND 0.1
0.1
0.17
0.15
164
146
48-189
12 21
Bromoform (S)
%.
125
115
31-168
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 12 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42463
Analysis Method:
EPA 7470A
QC Batch Method: EPA 7470A
Analysis Description:
7470 Mercury
Associated Lab Samples: 2628328001
METHOD BLANK: 193833
Matrix: Water
Associated Lab Samples: 2628328001
Blank Reporting
Parameter
Units
Result Limit
MDL
Analyzed Qualifiers
Mercury
ug/L
ND 0.20
0.14 01/29/2017:19
LABORATORY CONTROL SAMPLE: 193834
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
Mercury
ug/L
2.5 2.6
105
80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 193835 193836
MS MSD
2628299001
Spike Spike MS
MSD
MS MSD % Rec Max
Parameter Units
Result
Conc. Conc. Result
Result
% Rec % Rec Limits RPD RPD Qual
Mercury ug/L
ND
2.5 2.5 2.6
2.6
105 103 75-125 1 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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 13 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42747 Analysis Method: EPA 6020B
QC Batch Method: EPA 3005A Analysis Description: 6020E MET
Associated Lab Samples: 2628328001
METHOD BLANK: 195336
Associated Lab Samples: 2628328001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
Antimony
ug/L
ND
6.0
0.27
02/03/20 20:02
Arsenic
ug/L
ND
10.0
0.35
02/03/20 20:02
Barium
ug/L
ND
100
0.49
02/03/20 20:02
Beryllium
ug/L
ND
1.0
0.074
02/03/20 20:02
Cadmium
ug/L
ND
1.0
0.11
02/03/20 20:02
Chromium
ug/L
7.5J
10.0
0.39
02/03/20 20:02
Cobalt
ug/L
ND
10.0
0.30
02/03/20 20:02
Copper
ug/L
ND
10.0
0.19
02/03/20 20:02
Lead
ug/L
ND
10.0
0.046
02/03/20 20:02
Nickel
ug/L
2.8J
50.0
0.31
02/03/20 20:02
Selenium
ug/L
ND
10.0
1.3
02/03/20 20:02
Silver
ug/L
ND
10.0
0.28
02/03/20 20:02
Thallium
ug/L
ND
5.5
0.052
02/03/20 20:02
Tin
ug/L
ND
20.0
1.3
02/03/20 20:02
Vanadium
ug/L
2.6J
25.0
0.71
02/03/20 20:02
Zinc
ug/L
ND
10.0
1.5
02/03/20 20:02
LABORATORY CONTROL SAMPLE:
Parameter
195337
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
Antimony
ug/L
100
99.7
100
80-120
Arsenic
ug/L
100
97.4
97
80-120
Barium
ug/L
100
95.OJ
95
80-120
Beryllium
ug/L
100
104
104
80-120
Cadmium
ug/L
100
98.3
98
80-120
Chromium
ug/L
100
105
105
80-120
Cobalt
ug/L
100
100
100
80-120
Copper
ug/L
100
102
102
80-120
Lead
ug/L
100
99.0
99
80-120
Nickel
ug/L
100
99.2
99
80-120
Selenium
ug/L
100
97.5
97
80-120
Silver
ug/L
100
98.9
99
80-120
Thallium
ug/L
100
99.7
100
80-120
Tin
ug/L
100
99.2
99
80-120
Vanadium
ug/L
100
107
107
80-120
Zinc
ug/L
100
105
105
80-120
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 14 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project:
Pace Project No.:
Foothills Landfill
2628328
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
195338
195339
MS
MSD
2628325010
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
96.7
102
97
102
75-125
5
20
Arsenic
ug/L
ND
100
100
93.6
99.7
94
100
75-125
6
20
Barium
ug/L
28.5J
100
100
117
125
88
97
75-125
7
20
Beryllium
ug/L
ND
100
100
94.9
99.2
95
99
75-125
4
20
Cadmium
ug/L
ND
100
100
95.1
100
95
100
75-125
5
20
Chromium
ug/L
1.7J
100
100
103
109
101
107
75-125
6
20
Cobalt
ug/L
ND
100
100
97.8
102
97
102
75-125
4
20
Copper
ug/L
0.56J
100
100
98.4
104
98
104
75-125
6
20
Lead
ug/L
0.31J
100
100
92.1
96.1
92
96
75-125
4
20
Nickel
ug/L
0.66J
100
100
97.4
102
97
101
75-125
4
20
Selenium
ug/L
ND
100
100
92.5
90.2
92
90
75-125
3
20
Silver
ug/L
ND
100
100
95.3
99.0
95
99
75-125
4
20
Thallium
ug/L
ND
100
100
93.0
99.1
93
99
75-125
6
20
Tin
ug/L
ND
100
100
94.0
101
94
101
75-125
7
20
Vanadium
ug/L
9.3J
100
100
110
116
101
106
75-125
5
20
Zinc
ug/L
3AJ
100
100
101
107
97
104
75-125
6
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 15 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42782 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Water, Extend
Associated Lab Samples: 2628328001
METHOD BLANK: 195442
Associated Lab Samples: 2628328001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
5.0
0.32
02/04/20 11:46
1,1,1-Trichloroethane
ug/L
ND
1.0
0.38
02/04/20 11:46
1,1,2,2-Tetrachloroethane
ug/L
ND
3.0
0.53
02/04/20 11:46
1,1,2-Trichloroethane
ug/L
ND
1.0
0.59
02/04/20 11:46
1,1-Dichloroethane
ug/L
ND
5.0
0.41
02/04/20 11:46
1,1-Dichloroethene
ug/L
ND
5.0
0.72
02/04/20 11:46
1,1-Dichloropropene
ug/L
ND
1.0
0.60
02/04/20 11:46
1,2,3-Trichloropropane
ug/L
ND
1.0
0.46
02/04/20 11:46
1,2-Dichlorobenzene
ug/L
ND
5.0
0.49
02/04/20 11:46
1,2-Dichloroethane
ug/L
ND
1.0
0.67
02/04/20 11:46
1,2-Dichloropropane
ug/L
ND
1.0
0.60
02/04/20 11:46
1,3-Dichlorobenzene
ug/L
ND
1.0
0.59
02/04/20 11:46
1,3-Dichloropropane
ug/L
ND
1.0
0.69
02/04/20 11:46
1,4-Dichlorobenzene
ug/L
ND
1.0
0.58
02/04/20 11:46
2,2-Dichloropropane
ug/L
ND
1.0
0.23
02/04/20 11:46
2-Butanone (MEK)
ug/L
ND
100
3.2
02/04/20 11:46
2-Hexanone
ug/L
ND
50.0
0.89
02/04/20 11:46
4-Methyl-2-pentanone (MIBK)
ug/L
ND
100
0.86
02/04/20 11:46
Acetone
ug/L
ND
100
8.2
02/04/20 11:46
Acetonitrile
ug/L
ND
50.0
10.0
02/04/20 11:46
Acrolein
ug/L
ND
50.0
7.8
02/04/20 11:46
Acrylonitrile
ug/L
ND
200
2.5
02/04/20 11:46
Allyl chloride
ug/L
ND
10.0
0.96
02/04/20 11:46
Benzene
ug/L
ND
1.0
0.20
02/04/20 11:46
Bromochloromethane
ug/L
ND
3.0
0.50
02/04/20 11:46
Bromodichloromethane
ug/L
ND
1.0
0.36
02/04/20 11:46
Bromoform
ug/L
ND
3.0
0.55
02/04/20 11:46
Bromomethane
ug/L
ND
10.0
0.95
02/04/20 11:46
Carbon disulfide
ug/L
ND
100
0.79
02/04/20 11:46
Carbon tetrachloride
ug/L
ND
1.0
0.42
02/04/20 11:46
Chlorobenzene
ug/L
ND
3.0
0.53
02/04/20 11:46
Chloroethane
ug/L
ND
10.0
0.52
02/04/20 11:46
Chloroform
ug/L
ND
5.0
0.58
02/04/20 11:46
Chloromethane
ug/L
ND
1.0
0.38
02/04/20 11:46
Chloroprene
ug/L
ND
10.0
1.4
02/04/20 11:46
cis-1,2-Dichloroethene
ug/L
ND
5.0
0.66
02/04/20 11:46
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.22
02/04/20 11:46
Dibromochloromethane
ug/L
ND
3.0
0.31
02/04/20 11:46
Dibromomethane
ug/L
ND
10.0
0.62
02/04/20 11:46
Dichlorodifluoromethane
ug/L
ND
1.0
0.48
02/04/20 11:46
Ethyl methacrylate
ug/L
ND
10.0
0.59
02/04/20 11:46
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 16 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
METHOD BLANK: 195442
Associated Lab Samples: 2628328001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
Ethylbenzene
ug/L
ND
1.0
0.45
02/04/20 11:46
lodomethane
ug/L
ND
10.0
3.1
02/04/20 11:46
Isobutanol
ug/L
ND
100
19.0
02/04/20 11:46
Methacrylonitrile
ug/L
ND
10.0
0.79
02/04/20 11:46
Methyl methacrylate
ug/L
ND
10.0
0.89
02/04/20 11:46
Methylene Chloride
ug/L
ND
1.0
0.50
02/04/20 11:46
Propionitrile
ug/L
ND
20.0
3.1
02/04/20 11:46
Styrene
ug/L
ND
1.0
0.50
02/04/20 11:46
Tetrachloroethene
ug/L
ND
1.0
0.78
02/04/20 11:46
Toluene
ug/L
ND
1.0
0.31
02/04/20 11:46
trans-1,2-Dichloroethene
ug/L
ND
5.0
0.46
02/04/20 11:46
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.30
02/04/20 11:46
trans-1,4-Dichloro-2-butene
ug/L
ND
100
1.6
02/04/20 11:46
Trichloroethene
ug/L
ND
1.0
0.34
02/04/20 11:46
Trichlorofluoromethane
ug/L
ND
1.0
0.51
02/04/20 11:46
Vinyl acetate
ug/L
ND
50.0
0.42
02/04/20 11:46
Vinyl chloride
ug/L
ND
1.0
0.60
02/04/20 11:46
Xylene (Total)
ug/L
ND
5.0
1.5
02/04/20 11:46
1,2-Dichloroethane-d4 (S)
%.
103
81-119
02/04/20 11:46
4-Bromofluorobenzene (S)
%.
97
82-120
02/04/20 11:46
Dibromofluoromethane (S)
%.
97
82-114
02/04/20 11:46
Toluene-d8 (S)
%.
107
82-109
02/04/20 11:46
LABORATORY CONTROL SAMPLE:
Parameter
195443
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
44.7
89
68-137
1,1,1-Trichloroethane
ug/L
50
51.7
103
72-134
1,1,2,2-Tetrachloroethane
ug/L
50
47.7
95
51-158
1,1,2-Trichloroethane
ug/L
50
46.3
93
78-131
1,1-Dichloroethane
ug/L
50
50.3
101
69-151
1,1-Dichloroethene
ug/L
50
55.5
111
64-158
1,1-Dichloropropene
ug/L
50
48.1
96
70-133
1,2,3-Trichloropropane
ug/L
50
41.3
83
78-133
1,2-Dichlorobenzene
ug/L
50
52.8
106
70-135
1,2-Dichloroethane
ug/L
50
46.0
92
72-129
1,2-Dichloropropane
ug/L
50
45.4
91
64-135
1,3-Dichlorobenzene
ug/L
50
54.9
110
71-134
1,3-Dichloropropane
ug/L
50
45.4
91
70-140
1,4-Dichlorobenzene
ug/L
50
52.1
104
70-131
2,2-Dichloropropane
ug/L
50
47.3
95
34-170
2-Butanone (MEK)
ug/L
100
76.8J
77
52-143
2-Hexanone
ug/L
100
65.6
66
61-136
4-Methyl-2-pentanone (MIBK)
ug/L
100
70.7J
71
71-129
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 17 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill
Pace Project No.: 2628328
LABORATORY CONTROL SAMPLE: 195443
Parameter
Acetone
Acrolein
Acrylonitrile
Allyl chloride
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethyl methacrylate
Ethylbenzene
lodomethane
Methacrylonitrile
Methyl methacrylate
Methylene Chloride
Propionitrile
Styrene
Tetrachloroethene
Toluene
trans-1,2-Dichloroethene
trans- 1,3-Dichloropropene
trans-1,4-Dichloro-2-butene
Trichloroethene
Trichlorofluoromethane
Vinyl acetate
Vinyl chloride
Xylene (Total)
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
Toluene-d8 (S)
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
QUALITY CONTROL DATA
Spike
Conc.
100
100
200
100
50
50
50
50
50
100
50
50
50
50
50
50
50
50
50
50
100
50
100
100
100
50
100
50
50
50
50
50
100
50
50
50
50
150
LCS
Result
84.2J
142
170J
110
48.9
50.3
47.8
44.1
34.5
111
57.7
49.9
45.1
49.4
40.8
47.8
43.7
40.3
44.9
44.9
82.2
52.4
113
82.6
79.7
47.9
90.3
54.6
50.0
47.9
48.7
40.3
82.OJ
43.6
51.8
41.8J
49.3
163
LCS
% Rec
% Rec
Limits
84 48-224
142 57-185
85 66-154
110 58-150
98 68-132
101 73-133
96 67-121
88 57-125
69 35-156
111 47-141
115 66-122
100 71-126
90 43-143
99 71-136
82 47-123
96 74-131
87 78-120
81 65-115
90 79-129
90 29-124
82 75-130
105 68-129
113 49-154
83 74-139
80 75-133
96 61-147
90 69-139
109 77-128
100 51-139
96 60-133
97 69-144
81 74-128
82 61-139
87 73-126
104 55-132
84 52-141
99 50-133
108 78-132
101 81-119
97 82-120
99 82-114
106 82-109
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 18 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
195444
195445
MS
MSD
2628386001
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
1000
1000
1150
968
115
97
68-137
17
11 R1
1,1,1-Trichloroethane
ug/L
ND
1000
1000
1440
1210
144
121
66-142
17
11 M1,R1
1,1,2,2-Tetrachloroethane
ug/L
ND
1000
1000
1230
1060
123
106
39-171
15
13 R1
1,1,2-Trichloroethane
ug/L
ND
1000
1000
1240
1040
124
104
73-136
18
12 R1
1,1-Dichloroethane
ug/L
ND
1000
1000
1320
1070
132
107
66-155
21
15 R1
1,1-Dichloroethene
ug/L
ND
1000
1000
1540
1210
154
121
33-181
24
34
1,1-Dichloropropene
ug/L
ND
1000
1000
1370
1160
137
116
70-133
17
12 M1,R1
1,2,3-Trichloropropane
ug/L
ND
1000
1000
1040
937
104
94
78-133
10
14
1,2-Dichlorobenzene
ug/L
ND
1000
1000
1290
1100
129
110
69-135
16
10 R1
1,2-Dichloroethane
ug/L
ND
1000
1000
1190
985
119
98
36-159
19
10 R1
1,2-Dichloropropane
ug/L
ND
1000
1000
1240
1010
124
101
68-132
21
11 R1
1,3-Dichlorobenzene
ug/L
ND
1000
1000
1350
1160
135
116
68-135
16
10 R1
1,3-Dichloropropane
ug/L
ND
1000
1000
1220
1030
122
103
70-138
17
10 R1
1,4-Dichlorobenzene
ug/L
ND
1000
1000
1280
1100
128
110
49-153
16
9 R1
2,2-Dichloropropane
ug/L
ND
1000
1000
1360
1110
136
111
34-170
20
9 R1
2-Butanone (MEK)
ug/L
2260
2000
2000
4450
4340
110
104
10-189
3
23
2-Hexanone
ug/L
ND
2000
2000
2330
2090
116
105
40-135
10
18
4-Methyl-2-pentanone
ug/L
ND
2000
2000
1920J
1740J
96
87
30-177
10
10
(MIBK)
Acetone
ug/L
3170
2000
2000
5650
5400
124
111
44-223
5
14
Acrolein
ug/L
ND
2000
2000
3430
2450
171
122
57-185
33
30 R1
Acrylonitrile
ug/L
ND
4000
4000
4490
3780J
112
94
13-189
17
12 R1
Allyl chloride
ug/L
ND
2000
2000
2820
2190
141
110
58-150
25
18 R1
Benzene
ug/L
ND
1000
1000
1280
1050
128
105
66-139
19
10 R1
Bromochloromethane
ug/L
ND
1000
1000
1120
945
112
94
73-133
17
13 R1
Bromodichloromethane
ug/L
ND
1000
1000
1260
1050
126
105
57-120
18
13 M1,R1
Bromoform
ug/L
ND
1000
1000
1100
920
110
92
48-128
18
13 R1
Bromomethane
ug/L
ND
1000
1000
821
687
82
69
10-187
18
32
Carbon disulfide
ug/L
ND
2000
2000
3180
2400
159
120
47-141
28
322 M1
Carbon tetrachloride
ug/L
ND
1000
1000
1600
1330
160
133
58-127
18
14 M1,R1
Chlorobenzene
ug/L
ND
1000
1000
1250
1040
125
104
63-137
18
10 R1
Chloroethane
ug/L
ND
1000
1000
1180
937
118
94
52-146
23
16 R1
Chloroform
ug/L
ND
1000
1000
1280
1050
128
105
74-137
19
9 R1
Chloromethane
ug/L
ND
1000
1000
1050
853
105
85
41-127
20
10 R1
cis-1,2-Dichloroethene
ug/L
ND
1000
1000
1230
1010
123
101
71-138
19
16 R1
cis-1,3-Dichloropropene
ug/L
ND
1000
1000
1130
955
113
96
32-145
17
12 R1
Dibromochloromethane
ug/L
ND
1000
1000
1050
872
105
87
52-116
18
13 R1
Dibromomethane
ug/L
ND
1000
1000
1120
964
112
96
79-129
15
14 R1
Dichlorodifluoromethane
ug/L
ND
1000
1000
1570
1300
157
130
36-126
19
15 M1,R1
Ethyl methacrylate
ug/L
ND
2000
2000
2220
1910
111
96
75-130
15
14 R1
Ethylbenzene
ug/L
ND
1000
1000
1320
1120
132
112
31-174
16
10 R1
lodomethane
ug/L
ND
2000
2000
2560
2030
128
101
49-154
23
30
Methacrylonitrile
ug/L
ND
2000
2000
2320
1960
116
98
74-139
17
14 R1
Methyl methacrylate
ug/L
ND
2000
2000
2200
1890
110
95
75-133
15
13 R1
Methylene Chloride
ug/L
12.9J
1000
1000
1170
954
115
94
61-146
20
15 R1
Propionitrile
ug/L
ND
2000
2000
2590
2180
130
109
69-139
17
16 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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 19 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
195444
195445
MS
MSD
2628386001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Styrene
ug/L
ND
1000
1000
1370
1140
137
114
77-128
18
14 M1,R1
Tetrachloroethene
ug/L
ND
1000
1000
1360
1110
136
111
36-155
21
14 R1
Toluene
ug/L
ND
1000
1000
1240
1050
123
104
52-146
16
11 R1
trans-1,2-Dichloroethene
ug/L
ND
1000
1000
1390
1080
139
108
61-152
25
14 R1
trans-1,3-Dichloropropene
ug/L
ND
1000
1000
1070
897
107
90
37-146
17
12 R1
trans-1,4-Dichloro-2-butene
ug/L
ND
2000
2000
2060
1770J
103
89
61-139
15
12 R1
Trichloroethene
ug/L
ND
1000
1000
1160
977
116
98
61-141
17
12 R1
Trichlorofluoromethane
ug/L
ND
1000
1000
1660
1320
166
132
51-141
23
13 M1,R1
Vinyl acetate
ug/L
ND
1000
1000
1050
847J
105
85
52-141
21
14 R1
Vinyl chloride
ug/L
ND
1000
1000
1380
1100
138
110
22-156
22
26
Xylene (Total)
ug/L
ND
3000
3000
4160
3470
139
116
78-132
18
7 MS,RS
1,2-Dichloroethane-d4 (S)
%.
103
102
81-119
4-Bromofluorobenzene (S)
%.
95
97
82-120
Dibromofluoromethane (S)
%.
104
100
82-114
Toluene-d8 (S)
%.
107
105
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 20 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42529 Analysis Method: EPA 8081 B
QC Batch Method: EPA 3510C Analysis Description: 8081 GCS Pesticides
Associated Lab Samples: 2628328001
METHOD BLANK: 194210
Associated Lab Samples: 2628328001
Parameter
Units
4,4'-DDD
ug/L
4,4'-DDE
ug/L
4,4'-DDT
ug/L
Aldrin
ug/L
alpha-BHC
ug/L
beta-BHC
ug/L
Chlordane (Technical)
ug/L
delta-BHC
ug/L
Dieldrin
ug/L
Endosulfan I
ug/L
Endosulfan 11
ug/L
Endosulfan sulfate
ug/L
Endrin
ug/L
Endrin aldehyde
ug/L
gamma-BHC (Lindane)
ug/L
Heptachlor
ug/L
Heptachlor epoxide
ug/L
Isodrin
ug/L
Methoxychlor
ug/L
Toxaphene
ug/L
Decachlorobiphenyl (S)
%.
Tetrachloro-m-xylene (S)
%.
LABORATORY CONTROL SAMPLE: 194211
Matrix: Water
Blank
Result
Reporting
Limit
MDL
Analyzed
ND
0.10
0.034
01 /30/20 11:20
ND
0.10
0.030
01 /30/20 11:20
ND
0.10
0.034
01 /30/20 11:20
ND
0.10
0.044
01 /30/20 11:20
ND
0.10
0.039
01 /30/20 11:20
ND
0.10
0.046
01 /30/20 11:20
ND
0.50
0.29
01 /30/20 11:20
ND
0.10
0.032
01 /30/20 11:20
ND
0.10
0.036
01 /30/20 11:20
ND
0.50
0.068
01 /30/20 11:20
ND
0.50
0.037
01 /30/20 11:20
ND
0.50
0.032
01 /30/20 11:20
ND
0.20
0.040
01 /30/20 11:20
ND
0.20
0.081
01 /30/20 11:20
ND
0.10
0.037
01 /30/20 11:20
ND
0.10
0.034
01 /30/20 11:20
ND
0.10
0.042
01 /30/20 11:20
ND
0.50
0.034
01 /30/20 11:20
ND
0.30
0.048
01 /30/20 11:20
ND
2.0
0.22
01 /30/20 11:20
123
10-157
01 /30/20 11:20
96
19-148
01 /30/20 11:20
Qualifiers
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
4,4'-DDD
ug/L
2.5
2.7
108
56-149
4,4'-DDE
ug/L
2.5
2.6
104
54-138
4,4'-DDT
ug/L
2.5
2.7
110
29-173
Aldrin
ug/L
2.5
2.4
97
49-126
alpha-BHC
ug/L
2.5
2.6
103
47-135
beta-BHC
ug/L
2.5
2.6
105
57-136
delta-BHC
ug/L
2.5
2.5
99
39-121
Dieldrin
ug/L
2.5
2.6
103
56-129
Endosulfan I
ug/L
2.5
2.6
105
57-135
Endosulfan II
ug/L
2.5
2.9
114
60-142
Endosulfan sulfate
ug/L
2.5
2.5
100
55-133
Endrin
ug/L
2.5
2.8
113
58-148
Endrin aldehyde
ug/L
2.5
2.7
109
57-131
gamma-BHC (Lindane)
ug/L
2.5
2.7
107
48-135
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 21 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
LABORATORY CONTROL SAMPLE:
194211
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Heptachlor
ug/L
2.5
2.6
104
45-144
Heptachlor epoxide
ug/L
2.5
2.5
101
56-131
Isodrin
ug/L
2.5
2.3
93
46-147
Methoxychlor
ug/L
2.5
2.8
111
47-166
Decachlorobiphenyl (S)
%.
98
10-157
Tetrachloro-m-xylene (S)
%.
98
19-148
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 194212
MS
2628299004 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
194213
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
4,4'-DDD
ug/L
ND
2.5
2.5
2.8
2.7
112
107
38-173
4
36
4,4'-DDE
ug/L
ND
2.5
2.5
2.5
2.4
100
97
24-172
3
38
4,4'-DDT
ug/L
ND
2.5
2.5
2.7
2.6
107
104
28-169
3
37
Aldrin
ug/L
ND
2.5
2.5
2.4
2.3
95
90
25-152
5
35
alpha-BHC
ug/L
ND
2.5
2.5
2.6
2.4
103
96
45-136
7
33
beta-BHC
ug/L
ND
2.5
2.5
2.7
2.5
106
101
34-159
5
32
delta-BHC
ug/L
ND
2.5
2.5
2.5
2.4
101
95
32-138
6
34
Dieldrin
ug/L
ND
2.5
2.5
2.6
2.5
104
98
32-160
6
40
Endosulfan I
ug/L
ND
2.5
2.5
2.7
2.5
106
101
48-151
5
31
Endosulfan II
ug/L
ND
2.5
2.5
2.9
2.8
118
111
55-153
6
38
Endosulfan sulfate
ug/L
ND
2.5
2.5
2.6
2.5
104
99
52-138
5
38
Endrin
ug/L
ND
2.5
2.5
2.9
2.7
115
109
39-180
5
35
Endrin aldehyde
ug/L
ND
2.5
2.5
2.8
2.7
113
107
29-164
6
42
gamma-BHC (Lindane)
ug/L
ND
2.5
2.5
2.7
2.5
107
100
45-140
7
33
Heptachlor
ug/L
ND
2.5
2.5
2.6
2.4
102
96
40-153
6
30
Heptachlor epoxide
ug/L
ND
2.5
2.5
2.5
2.4
102
96
46-144
6
33
Isodrin
ug/L
ND
2.5
2.5
2.3
2.1
90
86
10-184
5
36
Methoxychlor
ug/L
ND
2.5
2.5
3.0
2.9
118
115
10-208
3
43
Decachlorobiphenyl (S)
%.
95
98
10-157
Tetrachloro-m-xylene (S)
%.
102
94
19-148
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 22 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42528 Analysis Method: EPA 8082A
QC Batch Method: EPA 3510C Analysis Description: 8082 GCS PCB
Associated Lab Samples: 2628328001
METHOD BLANK: 194206
Matrix:
Water
Associated Lab Samples: 2628328001
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
PCB-1016 (Aroclor 1016)
ug/L
ND
0.50
0.19
01/29/20 15:40
PCB-1221 (Aroclor 1221)
ug/L
ND
0.50
0.50
01/29/20 15:40
PCB-1232 (Aroclor 1232)
ug/L
ND
0.50
0.50
01/29/20 15:40
PCB-1242 (Aroclor 1242)
ug/L
ND
0.50
0.50
01/29/20 15:40
PCB-1248 (Aroclor 1248)
ug/L
ND
0.50
0.50
01/29/20 15:40
PCB-1254 (Aroclor 1254)
ug/L
ND
0.50
0.50
01/29/20 15:40
PCB-1260 (Aroclor 1260)
ug/L
ND
0.50
0.23
01/29/20 15:40
Decachlorobiphenyl (S)
%.
105
17-144
01/29/20 15:40
LABORATORY CONTROL SAMPLE: 194207
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
PCB-1016 (Aroclor 1016) ug/L 5 5.5 111 47-120
PCB-1260 (Aroclor 1260) ug/L 5 5.9 117 51-126
Decachlorobiphenyl (S) %. 114 17-144
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 194208
194209
MS
MSD
2628299003 Spike
Spike MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result Conc.
Conc. Result
Result
% Rec
% Rec
Limits
RPD RPD Qual
PCB-1016 (Aroclor 1016)
ug/L
ND 5
5 5.9
5.6
119
113
10-183
5 18
PCB-1260 (Aroclor 1260)
ug/L
ND 5
5 5.8
4.9
116
98
19-141
17 27
Decachlorobiphenyl (S)
%.
90
76
17-144
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 23 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42524
Analysis Method: EPA 8151A
QC Batch Method: EPA8151A
Analysis Description: 8151AGCS Herbicides
Associated Lab Samples: 2628328001
METHOD BLANK: 194190
Matrix: Water
Associated Lab Samples: 2628328001
Blank Reporting
Parameter
Units
Result Limit
MDL
Analyzed
Qualifiers
2,4,5-T
ug/L
ND 5.0
1.1 01/30/20 14:45
2,4,5-TP (Silvex)
ug/L
ND 10.0
1.0 01/30/20 14:45
2,4-D
ug/L
ND 5.0
1.6 01/30/20 14:45
Dinoseb
ug/L
ND 5.0
1.2 01/30/20 14:45
2,4-DCAA (S)
%.
116 10-155
01/30/20 14:45
LABORATORY CONTROL SAMPLE: 194191
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
2,4,5-T
ug/L
10 10.6
106
31-150
2,4,5-TP (Silvex)
ug/L
10 10.6
106
35-138
2,4-D
ug/L
10 10.4
104
29-145
Dinoseb
ug/L
10 10
100
10-182
2,4-DCAA (S)
%.
118
10-155
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 194192 194193
MS MSD
2628312019
Spike Spike MS
MSD
MS MSD % Rec
Max
Parameter Units
Result
Conc. Conc. Result
Result
% Rec % Rec
Limits RPD
RPD Qual
2,4,5-T ug/L
ND
10 10 9.6
10.3
96 103
10-158 7
48
2,4,5-TP (Silvex) ug/L
ND
10 10 9.6J
10.5
96 105
10-156
46
2,4-D ug/L
ND
10 10 9.4
10.3
94 103
10-156 9
49
Dinoseb ug/L
ND
10 10 9.1
9.7
91 97
10-174 6
56
2,4-DCAA (S) %.
107 117
10-155
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 24 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 42790 Analysis Method: EPA 8270E
QC Batch Method: EPA 3510C Analysis Description: 8270E MSSV Extend
Associated Lab Samples: 2628328001
METHOD BLANK: 195471
Associated Lab Samples: 2628328001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,2,4,5-Tetrachlorobenzene
ug/L
ND
10.0
1.7
02/06/20 18:04
1,2,4-Trichlorobenzene
ug/L
ND
10.0
2.0
02/06/20 18:04
1,2-Diphenylhydrazine
ug/L
ND
10.0
2.0
02/06/20 18:04
1,3,5-Trinitrobenzene
ug/L
ND
10.0
1.4
02/06/20 18:04
1,3-Dinitrobenzene
ug/L
ND
10.0
2.9
02/06/20 18:04
1,4-Naphthoquinone
ug/L
ND
50.0
3.7
02/06/20 18:04
1-Naphthalenamine
ug/L
ND
10.0
2.6
02/06/20 18:04
2,2'-Oxybis(1-chloropropane)
ug/L
ND
10.0
2.6
02/06/20 18:04
2,3,4,6-Tetrachlorophenol
ug/L
ND
20.0
3.2
02/06/20 18:04
2,4,5-Trichlorophenol
ug/L
ND
10.0
2.7
02/06/20 18:04
2,4,6-Trichlorophenol
ug/L
ND
10.0
2.2
02/06/20 18:04
2,4-Dichlorophenol
ug/L
ND
10.0
2.0
02/06/20 18:04
2,4-Dimethylphenol
ug/L
ND
10.0
4.4
02/06/20 18:04
2,4-Dinitrophenol
ug/L
ND
50.0
8.1
02/06/20 18:04
2,4-Dinitrotoluene
ug/L
ND
20.0
4.2
02/06/20 18:04
2,6-Dichlorophenol
ug/L
ND
10.0
5.1
02/06/20 18:04
2,6-Dinitrotoluene
ug/L
ND
20.0
2.5
02/06/20 18:04
2-Acetylaminofluorene
ug/L
ND
10.0
2.7
02/06/20 18:04
2-Chloronaphthalene
ug/L
ND
10.0
1.6
02/06/20 18:04
2-Chlorophenol
ug/L
ND
10.0
1.2
02/06/20 18:04
2-Methylnaphthalene
ug/L
ND
10.0
1.6
02/06/20 18:04
2-Methylphenol(o-Cresol)
ug/L
ND
10.0
2.0
02/06/20 18:04
2-Naphthalenamine
ug/L
ND
10.0
1.7
02/06/20 18:04
2-Nitroaniline
ug/L
ND
50.0
3.1
02/06/20 18:04
2-Nitrophenol
ug/L
ND
50.0
2.5
02/06/20 18:04
3&4-Methyl phenol (m&p Cresol)
ug/L
ND
10.0
2.0
02/06/20 18:04
3,3'-Dichlorobenzidine
ug/L
ND
20.0
5.5
02/06/20 18:04
3,3'-Dimethylbenzidine
ug/L
ND
50.0
2.3
02/06/20 18:04
3-Methylcholanthrene
ug/L
ND
50.0
1.6
02/06/20 18:04
3-Nitroaniline
ug/L
ND
50.0
3.3
02/06/20 18:04
4,6-Dinitro-2-methyl phenol
ug/L
ND
50.0
7.4
02/06/20 18:04
4-Aminobiphenyl
ug/L
ND
10.0
1.4
02/06/20 18:04
4-Bromophenylphenyl ether
ug/L
ND
10.0
2.5
02/06/20 18:04
4-ChIoro-3-methyl phenol
ug/L
ND
10.0
2.8
02/06/20 18:04
4-Chloroaniline
ug/L
ND
20.0
2.8
02/06/20 18:04
4-Chlorophenylphenyl ether
ug/L
ND
10.0
2.7
02/06/20 18:04
4-Nitroaniline
ug/L
ND
50.0
4.9
02/06/20 18:04
4-Nitrophenol
ug/L
ND
50.0
9.6
02/06/20 18:04
5-Nitro-o-toluidine
ug/L
ND
10.0
2.0
02/06/20 18:04
7,12-Dimethylbenz(a)anthracene
ug/L
ND
50.0
1.5
02/06/20 18:04
Acenaphthene
ug/L
ND
10.0
1.9
02/06/20 18:04
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 25 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
METHOD BLANK: 195471
Associated Lab Samples: 2628328001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
Acenaphthylene
ug/L
ND
10.0
1.9
02/06/20 18:04
Acetophenone
ug/L
ND
10.0
3.3
02/06/20 18:04
Anthracene
ug/L
ND
10.0
2.7
02/06/20 18:04
Benzo(a)anthracene
ug/L
ND
10.0
4.2
02/06/20 18:04
Benzo(a)pyrene
ug/L
ND
10.0
3.7
02/06/20 18:04
Benzo(b)fluoranthene
ug/L
ND
10.0
4.1
02/06/20 18:04
Benzo(g,h,i)perylene
ug/L
ND
10.0
4.0
02/06/20 18:04
Benzo(k)fluoranthene
ug/L
ND
10.0
4.5
02/06/20 18:04
Benzyl alcohol
ug/L
ND
20.0
2.3
02/06/20 18:04
bis(2-Chloroethoxy)methane
ug/L
ND
10.0
1.6
02/06/20 18:04
bis(2-Chloroethyl) ether
ug/L
ND
10.0
1.4
02/06/20 18:04
bis(2-Ethylhexyl)phthalate
ug/L
ND
10.0
5.2
02/06/20 18:04
Butylbenzylphthalate
ug/L
ND
10.0
4.5
02/06/20 18:04
Chlorobenzilate
ug/L
ND
10.0
1.6
02/06/20 18:04
Chrysene
ug/L
ND
10.0
4.1
02/06/20 18:04
Di-n-butylphthalate
ug/L
ND
10.0
3.5
02/06/20 18:04
Di-n-octylphthalate
ug/L
ND
10.0
5.8
02/06/20 18:04
Diallate
ug/L
ND
50.0
2.5
02/06/20 18:04
Dibenz(a,h)anthracene
ug/L
ND
10.0
4.5
02/06/20 18:04
Dibenzofuran
ug/L
ND
10.0
2.1
02/06/20 18:04
Diethylphthalate
ug/L
ND
10.0
2.7
02/06/20 18:04
Dimethoate
ug/L
ND
50.0
1.4
02/06/20 18:04
Dimethylphthalate
ug/L
ND
10.0
2.0
02/06/20 18:04
Disulfoton
ug/L
ND
10.0
3.0
02/06/20 18:04
Ethyl methanesulfonate
ug/L
ND
50.0
3.4
02/06/20 18:04
Famphur
ug/L
ND
10.0
2.1
02/06/20 18:04
Fluoranthene
ug/L
ND
10.0
3.9
02/06/20 18:04
Fluorene
ug/L
ND
10.0
2.4
02/06/20 18:04
Hexachloro-1,3-butadiene
ug/L
ND
10.0
3.7
02/06/20 18:04
Hexachlorobenzene
ug/L
ND
10.0
2.7
02/06/20 18:04
Hexachlorocyclopentadiene
ug/L
ND
10.0
3.6
02/06/20 18:04
Hexachloroethane
ug/L
ND
10.0
2.4
02/06/20 18:04
Hexachloropropene
ug/L
ND
10.0
2.9
02/06/20 18:04
Indeno(1,2,3-cd)pyrene
ug/L
ND
10.0
4.1
02/06/20 18:04
Isophorone
ug/L
ND
10.0
2.1
02/06/20 18:04
Isosafrole
ug/L
ND
50.0
4.0
02/06/20 18:04
Kepone
ug/L
ND
20.0
12.4
02/06/20 18:04
Methapyrilene
ug/L
ND
50.0
5.0
02/06/20 18:04
Methyl methanesulfonate
ug/L
ND
50.0
4.2
02/06/20 18:04
Methyl parathion
ug/L
ND
10.0
2.4
02/06/20 18:04
N-Nitroso-di-n-butylamine
ug/L
ND
10.0
4.5
02/06/20 18:04
N-Nitroso-di-n-propylamine
ug/L
ND
10.0
2.1
02/06/20 18:04
N-Nitrosodiethylamine
ug/L
ND
10.0
3.5
02/06/20 18:04
N-Nitrosodimethylamine
ug/L
ND
10.0
2.3
02/06/20 18:04
N-Nitrosodiphenylamine
ug/L
ND
10.0
2.3
02/06/20 18:04
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 26 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
METHOD BLANK: 195471
Associated Lab Samples: 2628328001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
N-Nitrosomethylethylamine
ug/L
ND
10.0
3.5
02/06/20 18:04
N-Nitrosopiperidine
ug/L
ND
10.0
3.7
02/06/20 18:04
N-Nitrosopyrrolidine
ug/L
ND
10.0
4.2
02/06/20 18:04
Naphthalene
ug/L
ND
10.0
1.3
02/06/20 18:04
Nitrobenzene
ug/L
ND
10.0
1.4
02/06/20 18:04
O,O,O-Triethylphosphorothioate
ug/L
ND
10.0
3.2
02/06/20 18:04
O-Toluidine
ug/L
ND
10.0
3.4
02/06/20 18:04
p-Phenylenediamine
ug/L
ND
50.0
9.1
02/06/20 18:04
Parathion (Ethyl parathion)
ug/L
ND
10.0
2.2
02/06/20 18:04
Pentachlorobenzene
ug/L
ND
10.0
3.3
02/06/20 18:04
Pentachloronitrobenzene
ug/L
ND
10.0
2.3
02/06/20 18:04
Pentachlorophenol
ug/L
ND
20.0
8.3
02/06/20 18:04
Phenacetin
ug/L
ND
10.0
1.4
02/06/20 18:04
Phenanthrene
ug/L
ND
10.0
2.5
02/06/20 18:04
Phenol
ug/L
ND
10.0
1.4
02/06/20 18:04
Phorate
ug/L
ND
10.0
2.0
02/06/20 18:04
Pronamide
ug/L
ND
50.0
1.3
02/06/20 18:04
Pyrene
ug/L
ND
10.0
3.4
02/06/20 18:04
Safrole
ug/L
ND
50.0
3.0
02/06/20 18:04
Thionazin
ug/L
ND
10.0
1.2
02/06/20 18:04
2,4,6-Tribromophenol (S)
%.
57
10-148
02/06/20 18:04
2-Fluorobiphenyl (S)
%.
46
12-129
02/06/20 18:04
2-Fluorophenol (S)
%.
17
10-64
02/06/20 18:04
Nitrobenzene-d5 (S)
%.
36
13-107
02/06/20 18:04
p-Terphenyl-d14 (S)
%.
68
14-147
02/06/20 18:04
Phenol-d6 (S)
%.
10
10-46
02/06/20 18:04
LABORATORY CONTROL SAMPLE:
Parameter
195472
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2,4,5-Tetrachlorobenzene
ug/L
80
58.0
72
52-96
1,2,4-Trichlorobenzene
ug/L
80
54.6
68
20-123
1,2-Diphenylhydrazine
ug/L
80
50.4
63
29-156
2,2'-Oxybis(1-chloropropane)
ug/L
80
51.1
64
22-129
2,4,5-Trichlorophenol
ug/L
80
67.3
84
42-149
2,4,6-Trichlorophenol
ug/L
80
66.8
83
43-150
2,4-Dichlorophenol
ug/L
80
59.8
75
41-117
2,4-Dimethylphenol
ug/L
80
48.3
60
25-108
2,4-Dinitrophenol
ug/L
80
77.1
96
35-160
2,4-Dinitrotoluene
ug/L
80
78.6
98
43-162
2,6-Dinitrotoluene
ug/L
80
70.2
88
46-145
2-Chloronaphthalene
ug/L
80
59.2
74
37-135
2-Chlorophenol
ug/L
80
49.0
61
37-104
2-Methylnaphthalene
ug/L
80
57.4
72
36-114
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 27 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
LABORATORY CONTROL SAMPLE:
Parameter
195472
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
2-Methylphenol(o-Cresol)
ug/L
80
37.0
46
10-114
2-Nitroaniline
ug/L
80
54.2
68
22-161
2-Nitrophenol
ug/L
80
58.9
74
42-116
3&4-Methyl phenol (m&p Cresol)
ug/L
80
35.1
44
10-110
3,3'-Dichlorobenzidine
ug/L
80
58.1
73
34-148
3-Nitroaniline
ug/L
80
59.1
74
37-156
4,6-Dinitro-2-methyl phenol
ug/L
80
83.2
104
56-154
4-Bromophenylphenyl ether
ug/L
80
71.7
90
48-153
4-Chloro-3-methylphenol
ug/L
80
53.7
67
46-119
4-Chloroaniline
ug/L
80
49.6
62
34-121
4-Chlorophenylphenyl ether
ug/L
80
67.1
84
44-145
4-Nitroaniline
ug/L
80
61.3
77
37-163
4-Nitrophenol
ug/L
80
20.8J
26
15-45
Acenaphthene
ug/L
80
60.2
75
37-138
Acenaphthylene
ug/L
80
58.1
73
43-136
Anthracene
ug/L
80
68.5
86
48-151
Benzo(a)anthracene
ug/L
80
66.4
83
49-154
Benzo(a)pyrene
ug/L
80
63.7
80
45-164
Benzo(b)fluoranthene
ug/L
80
61.8
77
46-157
Benzo(g,h,i)perylene
ug/L
80
68.0
85
50-161
Benzo(k)fluoranthene
ug/L
80
66.7
83
48-158
Benzyl alcohol
ug/L
80
38.0
48
21-124
bis(2-Chloroethoxy)methane
ug/L
80
52.6
66
29-120
bis(2-Chloroethyl) ether
ug/L
80
49.6
62
23-126
bis(2-Ethylhexyl)phthalate
ug/L
80
59.0
74
40-156
Butylbenzylphthalate
ug/L
80
58.7
73
40-163
Chrysene
ug/L
80
66.2
83
49-155
Di-n-butylphthalate
ug/L
80
70.1
88
48-160
Di-n-octylphthalate
ug/L
80
55.0
69
65-144
Dibenz(a,h)anthracene
ug/L
80
67.0
84
44-165
Dibenzofuran
ug/L
80
62.8
78
45-135
Diethylphthalate
ug/L
80
69.9
87
38-162
Dimethylphthalate
ug/L
80
66.7
83
44-150
Fluoranthene
ug/L
80
72.6
91
53-156
Fluorene
ug/L
80
65.6
82
45-142
Hexachloro-1,3-butadiene
ug/L
80
48.3
60
27-92
Hexachlorobenzene
ug/L
80
80.2
100
50-149
Hexachlorocyclopentadiene
ug/L
80
40.8
51
23-123
Hexachloroethane
ug/L
80
40.7
51
19-91
Indeno(1,2,3-cd)pyrene
ug/L
80
68.0
85
43-171
Isophorone
ug/L
80
51.6
65
18-137
N-Nitroso-di-n-propylamine
ug/L
80
49.5
62
12-148
N-Nitrosodimethylamine
ug/L
80
23.2
29
12-83
N-Nitrosodiphenylamine
ug/L
80
63.2
79
50-130
Naphthalene
ug/L
80
52.3
65
35-106
Nitrobenzene
ug/L
80
48.7
61
22-115
Pentachlorophenol
ug/L
80
76.8
96
42-127
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 28 of 36

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
LABORATORY CONTROL SAMPLE:
Parameter
195472
Units
Spike LCS LCS
Conc. Result % Rec
% Rec
Limits Qualifiers
Phenanthrene
ug/L
80 67.0 84
49-146
Phenol
ug/L
80 14.9 19
18-48
Pyrene
ug/L
80 62.7 78
50-146
2,4,6-Tribromophenol (S)
%.
102
10-148
2-Fluorobiphenyl (S)
%.
70
12-129
2-Fluorophenol (S)
%.
28
10-64
Nitrobenzene-d5 (S)
%.
58
13-107
p-Terphenyl-d14 (S)
%.
83
14-147
Phenol-d6 (S)
%.
16
10-46
MATRIX SPIKE SAMPLE:
Parameter
195757
Units
2628437005
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,2,4,5-Tetrachlorobenzene
ug/L
ND
80
53.3
67
52-96
1,2,4-Trichlorobenzene
ug/L
ND
80
47.1
59
10-127
1,2-Diphenylhydrazine
ug/L
ND
80
54.4
68
29-156
2,2'-Oxybis(1-chloropropane)
ug/L
ND
80
45.6
57
22-129
2,4,5-Trichlorophenol
ug/L
ND
80
70.9
89
42-149
2,4,6-Trichlorophenol
ug/L
ND
80
69.9
87
43-150
2,4-Dichlorophenol
ug/L
ND
80
54.3
68
41-117
2,4-Dimethylphenol
ug/L
ND
80
45.6
57
25-108
2,4-Dinitrophenol
ug/L
ND
80
89.1
111
35-160
2,4-Dinitrotoluene
ug/L
ND
80
83.0
104
43-162
2,6-Dinitrotoluene
ug/L
ND
80
74.9
94
60-125
2-Chloronaphthalene
ug/L
ND
80
58.0
73
37-135
2-Chlorophenol
ug/L
ND
80
43.5
54
33-98
2-Methylnaphthalene
ug/L
ND
80
52.7
66
36-114
2-Methylphenol(o-Cresol)
ug/L
ND
80
34.2
43
10-114
2-Nitroaniline
ug/L
ND
80
59.0
74
22-161
2-Nitrophenol
ug/L
ND
80
55.9
70
42-116
3&4-Methyl phenol (m&p Cresol)
ug/L
ND
80
32.4
41
10-110
3,3'-Dichlorobenzidine
ug/L
ND
80
76.6
96
34-148
3-Nitroaniline
ug/L
ND
80
70.3
88
37-156
4,6-Dinitro-2-methyl phenol
ug/L
ND
80
92.0
115
56-154
4-Bromophenylphenyl ether
ug/L
ND
80
76.1
95
48-153
4-ChIoro-3-methyl phenol
ug/L
ND
80
56.1
70
44-118
4-Chloroaniline
ug/L
ND
80
50.2
63
34-121
4-Chlorophenylphenyl ether
ug/L
ND
80
70.6
88
44-145
4-Nitroaniline
ug/L
ND
80
64.5
81
37-163
4-Nitrophenol
ug/L
ND
80
22.1J
28
10-54
Acenaphthene
ug/L
ND
80
62.8
78
40-124
Acenaphthylene
ug/L
ND
80
60.0
75
43-136
Anthracene
ug/L
ND
80
73.2
91
48-151
Benzo(a)anthracene
ug/L
ND
80
69.5
87
49-154
Benzo(a)pyrene
ug/L
ND
80
68.9
86
45-164
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 29 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
MATRIX SPIKE SAMPLE:
195757
2628437005
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Benzo(b)fluoranthene
ug/L
ND
80
65.3
82
46-157
Benzo(g,h,i)perylene
ug/L
ND
80
70.7
88
50-161
Benzo(k)fluoranthene
ug/L
ND
80
68.9
86
48-158
Benzyl alcohol
ug/L
ND
80
34.3
43
21-124
bis(2-Chloroethoxy)methane
ug/L
ND
80
48.2
60
29-120
bis(2-Chloroethyl) ether
ug/L
ND
80
44.3
55
23-126
bis(2-Ethylhexyl)phthalate
ug/L
ND
80
63.2
79
40-156
Butylbenzylphthalate
ug/L
ND
80
62.8
79
40-163
Chrysene
ug/L
ND
80
68.3
85
49-155
Di-n-butylphthalate
ug/L
ND
80
73.5
92
40-163
Di-n-octylphthalate
ug/L
ND
80
58.8
74
65-144
Dibenz(a,h)anthracene
ug/L
ND
80
70.7
88
44-165
Dibenzofuran
ug/L
ND
80
66.1
83
45-135
Diethylphthalate
ug/L
ND
80
73.3
92
38-162
Dimethylphthalate
ug/L
ND
80
70.7
88
44-150
Fluoranthene
ug/L
ND
80
75.9
95
53-156
Fluorene
ug/L
ND
80
68.9
86
45-142
Hexachloro-1,3-butadiene
ug/L
ND
80
40.8
51
27-92
Hexachlorobenzene
ug/L
ND
80
84.2
105
50-149
Hexachlorocyclopentadiene
ug/L
ND
80
45.0
56
23-123
Hexachloroethane
ug/L
ND
80
34.2
43
19-91
Indeno(1,2,3-cd)pyrene
ug/L
ND
80
72.4
91
43-171
Isophorone
ug/L
ND
80
50.5
63
18-137
N-Nitroso-di-n-propylamine
ug/L
ND
80
46.8
59
39-106
N-Nitrosodimethylamine
ug/L
ND
80
20.8
26
12-83
N-Nitrosodiphenylamine
ug/L
ND
80
67.4
84
50-130
Naphthalene
ug/L
ND
80
47.7
60
35-106
Nitrobenzene
ug/L
ND
80
44.6
56
22-115
Pentachlorophenol
ug/L
ND
80
83.6
105
40-136
Phenanthrene
ug/L
ND
80
70.2
88
49-146
Phenol
ug/L
ND
80
12.8
16
20-42 M1
Pyrene
ug/L
ND
80
66.0
83
52-131
2,4,6-Tribromophenol (S)
%.
93
10-148
2-Fluorobiphenyl (S)
%.
59
12-129
2-Fluorophenol (S)
%.
19
10-64
Nitrobenzene-d5 (S)
%.
46
13-107
p-Terphenyl-d14 (S)
%.
76
14-147
Phenol-d6 (S)
%.
12
10-46
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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 30 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 522792
Analysis Method: SM 4500-S2D-2011
QC Batch Method: SM 4500-S2D-2011
Analysis Description: 4500S2D Sulfide Water
Associated Lab Samples: 2628328001
METHOD BLANK: 2795880
Matrix: Water
Associated Lab Samples: 2628328001
Blank Reporting
Parameter
Units
Result Limit
MDL Analyzed Qualifiers
Sulfide
mg/L
ND 0.10
0.050 02/03/2014:14
LABORATORY CONTROL SAMPLE: 2795881
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Sulfide
mg/L
0.5 0.48
97 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2795882 2795883
MS MSD
2628299001
Spike Spike MS
MSD MS MSD % Rec Max
Parameter Units
Result
Conc. Conc. Result
Result % Rec % Rec Limits RPD RPD Qual
Sulfide mg/L
ND
0.5 0.5 0.44
0.44 77 79 80-120 2 10 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2795884 2795885
MS MSD
2628299002 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Sulfide mg/L ND 0.5 0.5 0.20 0.19 34 32 80-120 7 10 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: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 31 of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill
Pace Project No.: 2628328
QC Batch: 522726 Analysis Method: SM 4500-CN-E-2011
QC Batch Method: SM 4500-CN-E-2011 Analysis Description: 450OCNE Cyanide, Total
Associated Lab Samples: 2628328001
METHOD BLANK: 2795732 Matrix: Water
Associated Lab Samples: 2628328001
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Cyanide mg/L ND 0.0080 0.0060 02/02/20 22:24
LABORATORY CONTROL SAMPLE: 2795733
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Cyanide mg/L 0.1 0.10 104 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2795734 2795735
MS MSD
2628312023 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Cyanide mg/L ND 0.1 0.1 0.10 0.11 94 105 80-120 10 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2795736 2795737
MS MSD
2628299012 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Cyanide mg/L ND 0.1 0.1 0.088 0.032 84 28 80-120 92 10 M1,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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC.
Page 32 of 36

Pace Analytical Services, LLC
110 Technology Parkway
lCtaac,
Analytrcal ePeachtree Corners, GA 30092
www.pacelabs.com [phone]
QUALIFIERS
Project: Foothills Landfill
Pace Project No.: 2628328
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-A Pace Analytical Services -Asheville
PASI-GA Pace Analytical Services - Atlanta, GA
ANALYTE QUALIFIERS
B Analyte was detected in the associated method blank.
H2 Extraction or preparation conducted outside EPA method holding time.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
MS Analyte recovery in the matrix spike was outside QC limits for one or more of the constituent analytes used in the
calculated result.
N2 The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A
complete list of accreditations/certifications is available upon request.
R1 RPD value was outside control limits.
RS The RPD value in one of the constituent analytes was outside the control limits.
v2 The continuing calibration verification was below the method acceptance limit. The analyte was not detected in the
associated samples and the sensitivity of the instrument was verified with a reporting limit check standard.
v3 The continuing calibration verification was below the method acceptance limit. Any detection for the analyte in the
associated samples may have a low bias.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/12/2020 07:31 AM without the written consent of Pace Analytical Services, LLC. Page 33 of 36

lceAnalyircal
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 Landfill
2628328
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
2628328001
1403-MW-2R
43106
2628328001
1403-MW-2R
EPA 8011
42929
EPA 8011
42957
2628328001
1403-MW-2R
EPA 3510C
42529
EPA 8081 B
42602
2628328001
1403-MW-2R
EPA 3510C
42528
EPA 8082A
42558
2628328001
1403-MW-2R
EPA 8151A
42524
EPA 8151A
42629
2628328001
1403-MW-2R
EPA 3005A
42747
EPA 6020B
42773
2628328001
1403-MW-2R
EPA 7470A
42463
EPA 7470A
42574
2628328001
1403-MW-2R
EPA 3510C
42790
EPA 8270E
42982
2628328001
1403-MW-2R
EPA 8260D
42782
2628328001
1403-MW-2R
SM 4500-S2D-2011
522792
2628328001
1403-MW-2R
SM 4500-CN-E-2011
522726
SM 4500-CN-E-2011
522749
Date: 02/12/2020 07:31 AM
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 36

V
r
� U N
U o �i
�.
O
O
o VI O
W
ado
3fLL
O
�U
�z 0 (o
r z i Z Z Z
OJOx
O
w
VI
cn
cA UJ {n Q a R
LL
Wr
N C.) v N7 0 I-
� I .
(0� ¢ J a
!
a
x
w
W crwW
Z
-
W
wN
i
Haar
°o
a
¢ W
(X J�
a
zo�3
z
Y
d
it
ti W SEW
m
Z(n�LLM W
W
N
Q
d QU �fAO
0 �C9-tnU?
W
C)
o
M-
a ¢t7 > 00
m
O fA
-ia in -a
zmmmWc,�-
vS E
W U
Z to
O
> ti
6 WO - S31liVIOA - If'ddV X
W CL
W
¢
Z8084908 80d - II 'ddV X
CL
Q
Z8084908183d - II 'ddd X
a
¢
X
a u'
3awlflS - II 'ddb' X
—Yo
a
M I NVAO - 11 "ddV X
cno LL
a m
SIVi3W - II'ddV X
N
z
09Z8 - S3lfl`dIOA - !I'dd1� X
¢uiA
roCL
.�
Rs
p
zz
LL
o
N
a
W
Z
GC
LU
k W
w M
Off;
N
U
u� r
V
U
ii
a
m
0
t7rcam X
a �
Z
002 a
©
W
z
25
0
w Q
C7
w a
J
� ui
7
H F
J
W
G D
z
W:
oo
H
0
2
P
za
N O
N
W =L
a
aNF
LU
U
g J
LL
0 g
m
Ow
of
N
a w W
W
w
W
�zl

WO# : 2628328
Client Name: M-cs cj'� pn. fi2P
Due Date: 02/11/20
�/ CLIENT: Republic -MC
j Courier: Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ Cornmeraal ❑ Page Other
Tracking* o kk l 1l3 blr eq —
Custody Seal on CooledBox Present: ❑ yes �. no Seals intad: ❑ yes ❑ no
Packing Maternal: ❑ Bubble wrap C] ❑ Nor* N Other ��"4 �wC. V.�
Thermometer Used �i 'Q ��' 197 f Me: A et-DOus None ❑ samples on ice. cooling o ocess het beam
Cooler Temperature la N
Biological Tissue is Frozen: Yes No
Oats and In Is114 at ptrso� axamtntny
eonients: (.li+��
Temp should be above freezing to VC
Comments:
Chain of Custody Present
es ONo
❑NA
1.
Chain of Custody Filled Out
fiKes ❑No
ONA
2.
Chain of Custody Reli Wished:
JAYes ONo
❑NA
3.
Sampler Name & Signature on COC:
00, ONo
❑NA
4.
Samples Arrived within Hold Time:
es ON,
OwA
5,
Short Hold Time Ana ls A2hr :
Dyes ONo
OWA
S.
Rush Turn Around Time uesied:
Oyes ONo
YIWA
7.
SutflCient Volume:
PlYu ❑No
❑MIA
8.
Corred Containers Used:
I$Yes ONo
❑wA
9.
-Pace Containers Used:
Yes ONo
❑wA
Containers Intact
l2Yee ONO
❑NA
10.
Fttered volume received for Dissolved tests
Ores ONo
VNIA
11.
Sample labels match COC:
OYes ONo
ONfA
12.
-Includes dateltime/lEYAnallysis Matrix
AN contairms needirq p wwvdon have bean checked.
❑Yes ❑No
❑NA
13.
AU containers needing preservation are found to be In
Oyes ONO
❑NA
compliance with EPA recommendation.
Initial when Lot d of added
mwepdom: VOA, conform. TOC, 06G. VVI-DA0 (wafer)
❑Yes ONO
completed preservative
Samples checked for dechlodnatlon:
❑Yes ONo
16IWA
14.
Headnace in VOA Vials >6mm :
❑Yes ONO
13 NA
15,
Trip Blank Present:
❑Yes ONO
OwA
16.
Trip Blank Custody Seals Present
❑Yea ONo
ONA
e
Pace Trip Blank Lot S ifpurchased):
Client Notification/ Resolutions Fleld Data Required? Y 1 N
Person Contacted: DatelTme:
Comments/ Resolution:
Project Manager Review: Date:
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form Ml be sent to the North Carolina DEHNR
Certification Office ( Le out of hold. incomed preservative, out of temp, incorrect container!)
F-ALL0003rev.3. 11Septer D of 36

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
February 11, 2020
Environmental Manager
Foothills Environmental Landfill
2800 Cheraw Road
Lenoir, NC 28645
RE: Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Dear Environmental Manager:
Enclosed are the analytical results for sample(s) received by the laboratory on January 28, 2020.
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,
Maiya Parks
[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 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Pace Analytical Services Atlanta
110 Technology Parkway Peachtree Corners, GA 30092
Florida DOH Certification #: E87315
Georgia DW Inorganics Certification #: 812
Georgia DW Microbiology Certification #: 812
Pace Analytical Services Charlotte
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
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
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
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE SUMMARY
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Lab ID Sample ID Matrix Date Collected Date Received
2628327001 1403-Leachate Water 01/27/20 14:50 01/28/20 09:45
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 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
Foothills Landfill/Leachate
2628327
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
2628327001
1403-Leachate
EPA 6020E
CSW
15
PASI-GA
EPA8260D
LIH
51
PASI-GA
EPA 8260D Mod.
LMB
3
PASI-C
SM 5210B
KN
1
PASI-GA
EPA300.0
JRS, MWB
3
PASI-GA
EPA 365.1 Rev 2.0 1993
MDW
1
PASI-A
SM 5220D-2011
MDW
1
PASI-A
EPA 9056A
CDC
1
PASI-A
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 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
PROJECT NARRATIVE
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Date: February 11, 2020
Due to failing opening QC Nitrate analysis was ran out of hold. The analysis was originally ran in hold but the opening CCV failed low
and all samples were re -analyzed out of hold. Data was flagged and reported accordingly.
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 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Sample: 1403-Leachate Lab ID: 2628327001 Collected: 01/27/20 14:50 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
Field Data Analytical Method
Field pH
7.90 Std. Units
1
01/27/20 14:52
Field Temperature
10.9 deg C
1
01/27/20 14:52
Field Specific
11460 umhos/c
1
01/27/20 14:52
Conductance
m
Field Turbidity
29.90 NTU
1
01/27/20 14:52
Field Oxidation Potential
-38.3 mV
1
01/27/20 14:52
6020B MET ICPMS Analytical Method: EPA 6020B Preparation Method: EPA 3005A
Antimony
61.5
ug/L
30.0
1.4
1
02/03/20 09:55
02/04/20 19:12
7440-36-0
Arsenic
120
ug/L
50.0
1.8
1
02/03/20 09:55
02/04/20 19:12
7440-38-2
Barium
396J
ug/L
500
2.4
1
02/03/20 09:55
02/04/20 19:12
7440-39-3
Beryllium
ND
ug/L
5.0
0.37
1
02/03/20 09:55
02/04/20 19:12
7440-41-7
D3
Cadmium
ND
ug/L
5.0
0.57
1
02/03/20 09:55
02/04/20 19:12
7440-43-9
D3
Chromium
223
ug/L
50.0
2.0
1
02/03/20 09:55
02/04/20 19:12
7440-47-3
Cobalt
29.6J
ug/L
50.0
1.5
1
02/03/20 09:55
02/04/20 19:12
7440-48-4
D3
Copper
43.OJ
ug/L
50.0
0.93
1
02/03/20 09:55
02/04/20 19:12
7440-50-8
D3
Lead
4.9J
ug/L
50.0
0.23
1
02/03/20 09:55
02/04/20 19:12
7439-92-1
D3
Nickel
147J
ug/L
250
1.6
1
02/03/20 09:55
02/04/20 19:12
7440-02-0
Selenium
ND
ug/L
50.0
6.3
1
02/03/20 09:55
02/04/20 19:12
7782-49-2
D3
Silver
ND
ug/L
50.0
1.4
1
02/03/20 09:55
02/04/20 19:12
7440-22-4
D3
Thallium
ND
ug/L
27.5
0.26
1
02/03/20 09:55
02/04/20 19:12
7440-28-0
D3
Vanadium
69.7J
ug/L
125
3.5
1
02/03/20 09:55
02/04/20 19:12
7440-62-2
D3
Zinc
113
ug/L
50.0
7.7
1
02/03/20 09:55
02/04/20 19:12
7440-66-6
8260D MSV Water, Extend Analytical Method: EPA 8260D
Acetone
11700
ug/L
10000
820
100
02/05/20 04:36
67-64-1
Acrylonitrile
ND
ug/L
200
2.5
1
02/04/20 16:17
107-13-1
Benzene
4.7
ug/L
1.0
0.20
1
02/04/20 16:17
71-43-2
Bromochloromethane
ND
ug/L
3.0
0.50
1
02/04/20 16:17
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.36
1
02/04/20 16:17
75-27-4
Bromoform
ND
ug/L
3.0
0.55
1
02/04/20 16:17
75-25-2
Bromomethane
ND
ug/L
10.0
0.95
1
02/04/20 16:17
74-83-9
2-Butanone (MEK)
1370J
ug/L
2000
64.0
20
02/04/20 16:42
78-93-3
Carbon disulfide
ND
ug/L
100
0.79
1
02/04/20 16:17
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.42
1
02/04/20 16:17
56-23-5
Chlorobenzene
0.75J
ug/L
3.0
0.53
1
02/04/20 16:17
108-90-7
Chloroethane
ND
ug/L
10.0
0.52
1
02/04/20 16:17
75-00-3
Chloroform
7.9
ug/L
5.0
0.58
1
02/04/20 16:17
67-66-3
Chloromethane
ND
ug/L
1.0
0.38
1
02/04/20 16:17
74-87-3
1,2-Dibromo-3-
ND
ug/L
2.0
0.55
1
02/04/20 16:17
96-12-8
chloropropane
Dibromochloromethane
ND
ug/L
3.0
0.31
1
02/04/20 16:17
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
2.0
0.28
1
02/04/20 16:17
106-93-4
Dibromomethane
ND
ug/L
10.0
0.62
1
02/04/20 16:17
74-95-3
1,2-Dichlorobenzene
ND
ug/L
5.0
0.49
1
02/04/20 16:17
95-50-1
1,4-Dichlorobenzene
6.5
ug/L
1.0
0.58
1
02/04/20 16:17
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Sample: 1403-Leachate Lab ID: 2628327001 Collected: 01/27/20 14:50 Received: 01/28/20 09:45 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Water, Extend
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-Dichloropropene
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
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
1,2-Dichloroethane-d4 (S)
Dibromofluoromethane (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
8260D MSV SIM
1,4-Dioxane (p-Dioxane)
Surrogates
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
5210B BOD, 5 day
BOD, 5 day
300.0 IC Anions
Nitrate as N
Date: 02/11/2020 05:16 PM
Analytical Method: EPA 8260D
ND ug/L 100 1.6 1 02/04/20 16:17 110-57-6
ND
ug/L
5.0
0.41
1
02/04/20 16:17
75-34-3
ND
ug/L
1.0
0.67
1
02/04/20 16:17
107-06-2
ND
ug/L
5.0
0.72
1
02/04/20 16:17
75-35-4
0.85J
ug/L
5.0
0.66
1
02/04/20 16:17
156-59-2
ND
ug/L
5.0
0.46
1
02/04/20 16:17
156-60-5
ND
ug/L
1.0
0.60
1
02/04/20 16:17
78-87-5
26.5
ug/L
1.0
0.22
1
02/04/20 16:17
10061-01-5
38.3
ug/L
1.0
0.30
1
02/04/20 16:17
10061-02-6
42.5
ug/L
1.0
0.45
1
02/04/20 16:17
100-41-4
7.3J
ug/L
50.0
0.89
1
02/04/20 16:17
591-78-6
ND
ug/L
10.0
3.1
1
02/04/20 16:17
74-88-4
32.2
ug/L
1.0
0.50
1
02/04/20 16:17
75-09-2
123
ug/L
100
0.86
1
02/04/20 16:17
108-10-1
ND
ug/L
1.0
0.50
1
02/04/20 16:17
100-42-5
ND
ug/L
5.0
0.32
1
02/04/20 16:17
630-20-6
ND
ug/L
3.0
0.53
1
02/04/20 16:17
79-34-5
ND
ug/L
1.0
0.78
1
02/04/20 16:17
127-18-4
141
ug/L
1.0
0.31
1
02/04/20 16:17
108-88-3
ND
ug/L
1.0
0.38
1
02/04/20 16:17
71-55-6
ND
ug/L
1.0
0.59
1
02/04/20 16:17
79-00-5
0.84J
ug/L
1.0
0.34
1
02/04/20 16:17
79-01-6
ND
ug/L
1.0
0.51
1
02/04/20 16:17
75-69-4
ND
ug/L
1.0
0.46
1
02/04/20 16:17
96-18-4
ND
ug/L
50.0
0.42
1
02/04/20 16:17
108-05-4
ND
ug/L
1.0
0.60
1
02/04/20 16:17
75-01-4
124
ug/L
5.0
1.5
1
02/04/20 16:17
1330-20-7
103
%.
81-119
1
02/04/20 16:17
17060-07-0
98
%.
82-114
1
02/04/20 16:17
1868-53-7
101
%.
82-120
1
02/04/20 16:17
460-00-4
105
%.
82-109
1
02/04/20 16:17
2037-26-5
Analytical
Method:
EPA 8260D Mod.
101
ug/L
5.0
2.9
2.5
01 /31 /20 13:53
123-91-1
108
%
50-150
2.5
01 /31 /20 13:53
17060-07-0
114
%
50-150
2.5
01 /31 /20 13:53
2037-26-5
Analytical
Method:
SM 5210B
Preparation
Method: SM 5210B
489000
ug/L
196000 196000
150 01/29/20 06:58
02/03/20 11:29
Analytical
Method:
EPA 300.0
19.OJ
ug/L
50.0
5.0
1
01/29/20 05:04
14797-55-8 CC,M3
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 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Sample: 1403-Leachate
Lab ID: 2628327001 Collected: 01/27/20 14:50
Received: 01/28/20 09:45 Matrix: Water
Report
Reg.
Parameters
Results Units Limit MDL
Limit DF
Prepared Analyzed CAS No. Qual
300.0 IC Anions
Analytical Method: EPA 300.0
Nitrite as N
1050J ug/L 2500 550
50
01 /30/20 17:13 14797-65-0 CC, H 1,
M3
Nitrogen, NO2 plus NO3
1900J ug/L 2500 600
50
01/30/20 17:13 H1
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation
Method: EPA 365.1 Rev 2.0 1993
Phosphorus
3.7 mg/L 0.050 0.025
1
02/03/2019:12 02/04/2017:28 7723-14-0
5220D COD
Analytical Method: SM 5220D-2011
Preparation Method: SM 5220D-2011
Chemical Oxygen
2310 mg/L 125 62.5
1
02/05/20 19:32 02/05/20 23:20
Demand
9056 IC anions 28 Days
Analytical Method: EPA 9056A
Sulfate
1.6 mg/L 1.0 0.50
1
02/01/20 01:31 14808-79-8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 24

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 42741 Analysis Method: EPA 6020B
QC Batch Method: EPA 3005A Analysis Description: 6020E MET
Associated Lab Samples: 2628327001
METHOD BLANK: 195328
Associated Lab Samples: 2628327001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
Antimony
ug/L
ND
6.0
0.27
02/04/2014:56
Arsenic
ug/L
ND
10.0
0.35
02/04/2014:56
Barium
ug/L
ND
100
0.49
02/04/2014:56
Beryllium
ug/L
ND
1.0
0.074
02/04/2014:56
Cadmium
ug/L
ND
1.0
0.11
02/04/2014:56
Chromium
ug/L
0.53J
10.0
0.39
02/04/2014:56
Cobalt
ug/L
ND
10.0
0.30
02/04/2014:56
Copper
ug/L
ND
10.0
0.19
02/04/2014:56
Lead
ug/L
ND
10.0
0.046
02/04/2014:56
Nickel
ug/L
ND
50.0
0.31
02/04/2014:56
Selenium
ug/L
ND
10.0
1.3
02/04/2014:56
Silver
ug/L
ND
10.0
0.28
02/04/2014:56
Thallium
ug/L
ND
5.5
0.052
02/04/2014:56
Vanadium
ug/L
ND
25.0
0.71
02/04/2014:56
Zinc
ug/L
ND
10.0
1.5
02/04/2014:56
LABORATORY CONTROL SAMPLE:
195329
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Antimony
ug/L
100
102
102
80-120
Arsenic
ug/L
100
101
101
80-120
Barium
ug/L
100
103
103
80-120
Beryllium
ug/L
100
111
111
80-120
Cadmium
ug/L
100
103
103
80-120
Chromium
ug/L
100
110
110
80-120
Cobalt
ug/L
100
107
107
80-120
Copper
ug/L
100
106
106
80-120
Lead
ug/L
100
101
101
80-120
Nickel
ug/L
100
105
105
80-120
Selenium
ug/L
100
101
101
80-120
Silver
ug/L
100
102
102
80-120
Thallium
ug/L
100
103
103
80-120
Vanadium
ug/L
100
111
111
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: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC.
Page 9 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project:
Pace Project No.:
Foothills Landfill/Leachate
2628327
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
195330
195331
MS
MSD
2628312004
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
99.5
101
99
101
75-125
1
20
Arsenic
ug/L
ND
100
100
98.3
99.6
98
99
75-125
1
20
Barium
ug/L
66.8
100
100
173
174
107
107
75-125
0
20
Beryllium
ug/L
0.58
100
100
99.8
100
99
100
75-125
0
20
Cadmium
ug/L
ND
100
100
98.9
100
99
100
75-125
2
20
Chromium
ug/L
ND
100
100
101
105
101
104
75-125
3
20
Cobalt
ug/L
ND
100
100
101
103
100
103
75-125
3
20
Copper
ug/L
ND
100
100
102
102
102
102
75-125
1
20
Lead
ug/L
ND
100
100
95.9
99.7
95
99
75-125
4
20
Nickel
ug/L
ND
100
100
100
102
100
102
75-125
1
20
Selenium
ug/L
ND
100
100
97.8
98.5
98
98
75-125
1
20
Silver
ug/L
ND
100
100
97.5
101
98
101
75-125
3
20
Thallium
ug/L
ND
100
100
97.4
101
97
101
75-125
4
20
Vanadium
ug/L
ND
100
100
105
108
102
105
75-125
2
20
Zinc
ug/L
ND
100
100
112
103
107
98
75-125
9
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: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC.
Page 10 of 24

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 42782 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Water, Extend
Associated Lab Samples: 2628327001
METHOD BLANK: 195442
Associated Lab Samples: 2628327001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
5.0
0.32
02/04/20 11:46
1,1,1-Trichloroethane
ug/L
ND
1.0
0.38
02/04/20 11:46
1,1,2,2-Tetrachloroethane
ug/L
ND
3.0
0.53
02/04/20 11:46
1,1,2-Trichloroethane
ug/L
ND
1.0
0.59
02/04/20 11:46
1,1-Dichloroethane
ug/L
ND
5.0
0.41
02/04/20 11:46
1,1-Dichloroethene
ug/L
ND
5.0
0.72
02/04/20 11:46
1,2,3-Trichloropropane
ug/L
ND
1.0
0.46
02/04/20 11:46
1,2-Dibromo-3-chloropropane
ug/L
ND
2.0
0.55
02/04/20 11:46
1,2-Dibromoethane (EDB)
ug/L
ND
2.0
0.28
02/04/20 11:46
1,2-Dichlorobenzene
ug/L
ND
5.0
0.49
02/04/20 11:46
1,2-Dichloroethane
ug/L
ND
1.0
0.67
02/04/20 11:46
1,2-Dichloropropane
ug/L
ND
1.0
0.60
02/04/20 11:46
1,4-Dichlorobenzene
ug/L
ND
1.0
0.58
02/04/20 11:46
2-Butanone (MEK)
ug/L
ND
100
3.2
02/04/20 11:46
2-Hexanone
ug/L
ND
50.0
0.89
02/04/20 11:46
4-Methyl-2-pentanone (MIBK)
ug/L
ND
100
0.86
02/04/20 11:46
Acetone
ug/L
ND
100
8.2
02/04/20 11:46
Acrylonitrile
ug/L
ND
200
2.5
02/04/20 11:46
Benzene
ug/L
ND
1.0
0.20
02/04/20 11:46
Bromochloromethane
ug/L
ND
3.0
0.50
02/04/20 11:46
Bromodichloromethane
ug/L
ND
1.0
0.36
02/04/20 11:46
Bromoform
ug/L
ND
3.0
0.55
02/04/20 11:46
Bromomethane
ug/L
ND
10.0
0.95
02/04/20 11:46
Carbon disulfide
ug/L
ND
100
0.79
02/04/20 11:46
Carbon tetrachloride
ug/L
ND
1.0
0.42
02/04/20 11:46
Chlorobenzene
ug/L
ND
3.0
0.53
02/04/20 11:46
Chloroethane
ug/L
ND
10.0
0.52
02/04/20 11:46
Chloroform
ug/L
ND
5.0
0.58
02/04/20 11:46
Chloromethane
ug/L
ND
1.0
0.38
02/04/20 11:46
cis-1,2-Dichloroethene
ug/L
ND
5.0
0.66
02/04/20 11:46
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.22
02/04/20 11:46
Dibromochloromethane
ug/L
ND
3.0
0.31
02/04/20 11:46
Dibromomethane
ug/L
ND
10.0
0.62
02/04/20 11:46
Ethylbenzene
ug/L
ND
1.0
0.45
02/04/20 11:46
lodomethane
ug/L
ND
10.0
3.1
02/04/20 11:46
Methylene Chloride
ug/L
ND
1.0
0.50
02/04/20 11:46
Styrene
ug/L
ND
1.0
0.50
02/04/20 11:46
Tetrachloroethene
ug/L
ND
1.0
0.78
02/04/20 11:46
Toluene
ug/L
ND
1.0
0.31
02/04/20 11:46
trans-1,2-Dichloroethene
ug/L
ND
5.0
0.46
02/04/20 11:46
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.30
02/04/20 11:46
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: 02/11/2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 24

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
METHOD BLANK: 195442
Associated Lab Samples: 2628327001
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit MDL
trans-1,4-Dichloro-2-butene
ug/L
ND
100
Trichloroethene
ug/L
ND
1.0
Trichlorofluoromethane
ug/L
ND
1.0
Vinyl acetate
ug/L
ND
50.0
Vinyl chloride
ug/L
ND
1.0
Xylene (Total)
ug/L
ND
5.0
1,2-Dichloroethane-d4 (S)
%.
103
81-119
4-Bromofluorobenzene (S)
%.
97
82-120
Dibromofluoromethane (S)
%.
97
82-114
Toluene-d8 (S)
%.
107
82-109
Analyzed
1.6
02/04/20 11:46
0.34
02/04/20 11:46
0.51
02/04/20 11:46
0.42
02/04/20 11:46
0.60
02/04/20 11:46
1.5
02/04/20 11:46
02/04/20 11:46
02/04/20 11:46
02/04/20 11:46
02/04/20 11:46
LABORATORY CONTROL SAMPLE:
Parameter
195443
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
44.7
89
68-137
1,1,1-Trichloroethane
ug/L
50
51.7
103
72-134
1,1,2,2-Tetrachloroethane
ug/L
50
47.7
95
51-158
1,1,2-Trichloroethane
ug/L
50
46.3
93
78-131
1,1-Dichloroethane
ug/L
50
50.3
101
69-151
1,1-Dichloroethene
ug/L
50
55.5
111
64-158
1,2,3-Trichloropropane
ug/L
50
41.3
83
78-133
1,2-Dibromo-3-chloropropane
ug/L
50
37.0
74
58-124
1,2-Dibromoethane (EDB)
ug/L
50
45.3
91
71-134
1,2-Dichlorobenzene
ug/L
50
52.8
106
70-135
1,2-Dichloroethane
ug/L
50
46.0
92
72-129
1,2-Dichloropropane
ug/L
50
45.4
91
64-135
1,4-Dichlorobenzene
ug/L
50
52.1
104
70-131
2-Butanone (MEK)
ug/L
100
76.8J
77
52-143
2-Hexanone
ug/L
100
65.6
66
61-136
4-Methyl-2-pentanone (MIBK)
ug/L
100
70.7J
71
71-129
Acetone
ug/L
100
84.2J
84
48-224
Acrylonitrile
ug/L
200
170J
85
66-154
Benzene
ug/L
50
48.9
98
68-132
Bromochloromethane
ug/L
50
50.3
101
73-133
Bromodichloromethane
ug/L
50
47.8
96
67-121
Bromoform
ug/L
50
44.1
88
57-125
Bromomethane
ug/L
50
34.5
69
35-156
Carbon disulfide
ug/L
100
111
111
47-141
Carbon tetrachloride
ug/L
50
57.7
115
66-122
Chlorobenzene
ug/L
50
49.9
100
71-126
Chloroethane
ug/L
50
45.1
90
43-143
Chloroform
ug/L
50
49.4
99
71-136
Chloromethane
ug/L
50
40.8
82
47-123
cis-1,2-Dichloroethene
ug/L
50
47.8
96
74-131
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: 02/11/2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 24

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
LABORATORY CONTROL SAMPLE:
Parameter
195443
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
cis-1,3-Dichloropropene
ug/L
50
43.7
87
78-120
Dibromochloromethane
ug/L
50
40.3
81
65-115
Dibromomethane
ug/L
50
44.9
90
79-129
Ethylbenzene
ug/L
50
52.4
105
68-129
lodomethane
ug/L
100
113
113
49-154
Methylene Chloride
ug/L
50
47.9
96
61-147
Styrene
ug/L
50
54.6
109
77-128
Tetrachloroethene
ug/L
50
50.0
100
51-139
Toluene
ug/L
50
47.9
96
60-133
trans-1,2-Dichloroethene
ug/L
50
48.7
97
69-144
trans- 1,3-Dichloropropene
ug/L
50
40.3
81
74-128
trans-1,4-Dichloro-2-butene
ug/L
100
82.OJ
82
61-139
Trichloroethene
ug/L
50
43.6
87
73-126
Trichlorofluoromethane
ug/L
50
51.8
104
55-132
Vinyl acetate
ug/L
50
41.8J
84
52-141
Vinyl chloride
ug/L
50
49.3
99
50-133
Xylene (Total)
ug/L
150
163
108
78-132
1,2-Dichloroethane-d4 (S)
%.
101
81-119
4-Bromofluorobenzene (S)
%.
97
82-120
Dibromofluoromethane (S)
%.
99
82-114
Toluene-d8 (S)
%.
106
82-109
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 195444
MS
2628386001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
195445
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
1000
1000
1150
968
115
97
68-137
17
11 R1
1,1,1-Trichloroethane
ug/L
ND
1000
1000
1440
1210
144
121
66-142
17
11 M1,R1
1,1,2,2-Tetrachloroethane
ug/L
ND
1000
1000
1230
1060
123
106
39-171
15
13 R1
1,1,2-Trichloroethane
ug/L
ND
1000
1000
1240
1040
124
104
73-136
18
12 R1
1,1-Dichloroethane
ug/L
ND
1000
1000
1320
1070
132
107
66-155
21
15 R1
1,1-Dichloroethene
ug/L
ND
1000
1000
1540
1210
154
121
33-181
24
34
1,2,3-Trichloropropane
ug/L
ND
1000
1000
1040
937
104
94
78-133
10
14
1,2-Dibromo-3-
ug/L
ND
1000
1000
1070
961
107
96
58-124
10
15
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
1000
1000
1200
1020
120
102
71-134
16
12 R1
1,2-Dichlorobenzene
ug/L
ND
1000
1000
1290
1100
129
110
69-135
16
10 R1
1,2-Dichloroethane
ug/L
ND
1000
1000
1190
985
119
98
36-159
19
10 R1
1,2-Dichloropropane
ug/L
ND
1000
1000
1240
1010
124
101
68-132
21
11 R1
1,4-Dichlorobenzene
ug/L
ND
1000
1000
1280
1100
128
110
49-153
16
9 R1
2-Butanone (MEK)
ug/L
2260
2000
2000
4450
4340
110
104
10-189
3
23
2-Hexanone
ug/L
ND
2000
2000
2330
2090
116
105
40-135
10
18
4-Methyl-2-pentanone
ug/L
ND
2000
2000
1920J
1740J
96
87
30-177
10
10
(MIBK)
Acetone ug/L 3170 2000 2000 5650 5400 124 111 44-223 5 14
Acrylonitrile ug/L ND 4000 4000 4490 3780J 112 94 13-189 17 12 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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11/2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 24

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 195444
MS
2628386001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
195445
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
Benzene
ug/L
ND
1000
1000
1280
1050
128
105
66-139
19
10 R1
Bromochloromethane
ug/L
ND
1000
1000
1120
945
112
94
73-133
17
13 R1
Bromodichloromethane
ug/L
ND
1000
1000
1260
1050
126
105
57-120
18
13 M1,R1
Bromoform
ug/L
ND
1000
1000
1100
920
110
92
48-128
18
13 R1
Bromomethane
ug/L
ND
1000
1000
821
687
82
69
10-187
18
32
Carbon disulfide
ug/L
ND
2000
2000
3180
2400
159
120
47-141
28
322 M1
Carbon tetrachloride
ug/L
ND
1000
1000
1600
1330
160
133
58-127
18
14 M1,R1
Chlorobenzene
ug/L
ND
1000
1000
1250
1040
125
104
63-137
18
10 R1
Chloroethane
ug/L
ND
1000
1000
1180
937
118
94
52-146
23
16 R1
Chloroform
ug/L
ND
1000
1000
1280
1050
128
105
74-137
19
9 R1
Chloromethane
ug/L
ND
1000
1000
1050
853
105
85
41-127
20
10 R1
cis-1,2-Dichloroethene
ug/L
ND
1000
1000
1230
1010
123
101
71-138
19
16 R1
cis-1,3-Dichloropropene
ug/L
ND
1000
1000
1130
955
113
96
32-145
17
12 R1
Dibromochloromethane
ug/L
ND
1000
1000
1050
872
105
87
52-116
18
13 R1
Dibromomethane
ug/L
ND
1000
1000
1120
964
112
96
79-129
15
14 R1
Ethylbenzene
ug/L
ND
1000
1000
1320
1120
132
112
31-174
16
10 R1
lodomethane
ug/L
ND
2000
2000
2560
2030
128
101
49-154
23
30
Methylene Chloride
ug/L
12.9J
1000
1000
1170
954
115
94
61-146
20
15 R1
Styrene
ug/L
ND
1000
1000
1370
1140
137
114
77-128
18
14 M1,R1
Tetrachloroethene
ug/L
ND
1000
1000
1360
1110
136
111
36-155
21
14 R1
Toluene
ug/L
ND
1000
1000
1240
1050
123
104
52-146
16
11 R1
trans-1,2-Dichloroethene
ug/L
ND
1000
1000
1390
1080
139
108
61-152
25
14 R1
trans-1,3-Dichloropropene
ug/L
ND
1000
1000
1070
897
107
90
37-146
17
12 R1
trans-1,4-Dichloro-2-butene
ug/L
ND
2000
2000
2060
1770J
103
89
61-139
15
12 R1
Trichloroethene
ug/L
ND
1000
1000
1160
977
116
98
61-141
17
12 R1
Trichlorofluoromethane
ug/L
ND
1000
1000
1660
1320
166
132
51-141
23
13 M1,R1
Vinyl acetate
ug/L
ND
1000
1000
1050
847J
105
85
52-141
21
14 R1
Vinyl chloride
ug/L
ND
1000
1000
1380
1100
138
110
22-156
22
26
Xylene (Total)
ug/L
ND
3000
3000
4160
3470
139
116
78-132
18
7 MS,RS
1,2-Dichloroethane-d4 (S)
%.
103
102
81-119
4-Bromofluorobenzene (S)
%.
95
97
82-120
Dibromofluoromethane (S)
%.
104
100
82-114
Toluene-d8 (S)
%.
107
105
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: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC.
Page 14 of 24

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 522557 Analysis Method: EPA 8260D Mod.
QC Batch Method: EPA 8260D Mod. Analysis Description: 8260D MSV SIM
Associated Lab Samples: 2628327001
METHOD BLANK: 2794835
Matrix:
Water
Associated Lab Samples: 2628327001
Blank
Reporting
Parameter
Units
Result
Limit
MDL Analyzed Qualifiers
1,4-Dioxane (p-Dioxane)
ug/L
ND
2.0
1.2 01/31/20 13:12
1,2-Dichloroethane-d4 (S)
%
108
50-150
01/31/20 13:12
Toluene-d8 (S)
%
115
50-150
01/31/20 13:12
LABORATORY CONTROL SAMPLE: 2794836
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
1,4-Dioxane (p-Dioxane) ug/L 20 18.8 94 70-130
1,2-Dichloroethane-d4 (S) % 106 50-150
Toluene-d8(S) % 114 50-150
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2794837
2794838
MS
MSD
2628386001 Spike
Spike MS MSD MS
MSD
% Rec
Max
Parameter
Units Result Conc.
Conc. Result Result % Rec
% Rec
Limits
RPD RPD Qual
1,4-Dioxane(p-Dioxane)
ug/L 154 50
50 177 176 46
44
50-150
1 30 M1
1,2-Dichloroethane-d4 (S)
%
118
115
50-150
30
Toluene-d8 (S)
%
114
120
50-150
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: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC.
Page 15 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 42500
Analysis Method: SM 5210B
QC Batch Method: SM 5210B
Analysis Description: 5210E BOD, 5 day
Associated Lab Samples: 2628327001
METHOD BLANK: 194032
Matrix: Water
Associated Lab Samples: 2628327001
Blank Reporting
Parameter
Units
Result Limit MDL Analyzed Qualifiers
BOD, 5 day
ug/L
ND 2000 2000 02/03/20 11:05 B3
LABORATORY CONTROL SAMPLE: 194034
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
BOD, 5 day
ug/L
198000 196000 99 85-115
SAMPLE DUPLICATE: 194065
2628319002 Dup Max
Parameter
Units
Result Result RPD RPD Qualifiers
BOD, 5 day
ug/L
125 mg/L 143000 14 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: 02/11/2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 24

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 42513 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 2628327001
METHOD BLANK: 194089
Matrix:
Water
Associated Lab Samples: 2628327001
Blank
Reporting
Parameter
Units
Result
Limit
MDL
Analyzed Qualifiers
Nitrate as N
ug/L
ND
50.0
5.0 01/29/20 14:16
Nitrite as N
ug/L
ND
50.0
11.0 01/29/20 14:16
Nitrogen, NO2 plus NO3
ug/L
ND
50.0
12.0 01/29/20 14:16
LABORATORY CONTROL SAMPLE:
194090
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Nitrate as N
ug/L
10000
9710
97
90-110
Nitrite as N
ug/L
10000
10700
107
90-110
Nitrogen, NO2 plus NO3
ug/L
20000
20400
102
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 194091
194092
MS
MSD
2628327001
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
19.01
10000
10000
9200
8810 92
88 90-110
4 15 CC,M3
Nitrite as N ug/L
1050J
10000
10000
330000
328000 3290
3270 90-110
1 15 CC,M3
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: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC.
Page 17 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 522894 Analysis Method: EPA 365.1 Rev 2.0 1993
QC Batch Method: EPA 365.1 Rev 2.0 1993 Analysis Description: 365.1 Phosphorus, Total
Associated Lab Samples: 2628327001
METHOD BLANK: 2796470 Matrix: Water
Associated Lab Samples: 2628327001
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Phosphorus mg/L ND 0.050 0.025 02/04/2017:17
LABORATORY CONTROL SAMPLE: 2796471
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.6 102 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2796472 2796473
MS MSD
92462667001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Phosphorus mg/L 1.7 2.5 2.5 4.2 4.2 99 100 90-110 0 10
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: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC.
Page 18 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 523431
Analysis Method:
SM 5220D-2011
QC Batch Method: SM 5220D-2011
Analysis Description:
5220D COD
Associated Lab Samples: 2628327001
METHOD BLANK: 2798830
Matrix: Water
Associated Lab Samples: 2628327001
Blank Reporting
Parameter Units
Result Limit
MDL
Analyzed Qualifiers
Chemical Oxygen Demand mg/L
ND 25.0
12.5 02/05/20 23:16
LABORATORY CONTROL SAMPLE: 2798831
Spike LCS
LCS
% Rec
Parameter Units
Conc. Result
% Rec
Limits Qualifiers
Chemical Oxygen Demand mg/L
750 757
101
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2798832 2798833
MS MSD
2628133001
Spike Spike MS
MSD
MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result
Result
% Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L 3370
100 100 3440
3460
68 91 90-110 1 3 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2798834 2798835
MS MSD
92462592002 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Chemical Oxygen Demand mg/L 40.4 100 100 140 140 100 100 90-110 0 3
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: 02/11 /2020 05:16 PM without the written consent of Pace Analytical Services, LLC.
Page 19 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
QC Batch: 522511
Analysis Method:
EPA 9056A
QC Batch Method: EPA 9056A
Analysis Description:
9056 IC anions 28 Days
Associated Lab Samples: 2628327001
METHOD BLANK: 2794575
Matrix: Water
Associated Lab Samples: 2628327001
Blank Reporting
Parameter Units
Result Limit
MDL
Analyzed Qualifiers
Sulfate mg/L
ND 1.0
0.50 01/31/20 22:57
LABORATORY CONTROL SAMPLE: 2794576
Spike LCS
LCS
% Rec
Parameter Units
Conc. Result
% Rec
Limits Qualifiers
Sulfate mg/L
50 51.0
102
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2794577 2794578
MS MSD
2628206026
Spike Spike MS
MSD
MS MSD % Rec Max
Parameter Units Result
Conc. Conc. Result
Result
% Rec % Rec Limits RPD RPD Qual
Sulfate mg/L 1.2
50 50 52.2
54.1
102 106 90-110 3 10
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: 02/11/2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 24

Pace Analytical Services, LLC
110 Technology Parkway
lCtaac,
Analytrcal ePeachtree Corners, GA 30092
www.pacelabs.com [phone]
QUALIFIERS
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
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-A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
PASI-GA Pace Analytical Services - Atlanta, GA
ANALYTE QUALIFIERS
B3 The dissolved oxygen depletion of the dilution water blank exceeded 0.2 mg/L.
CC The continuing calibration for this compound is outside of method control limits. The result is estimated.
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
H1 Analysis conducted outside the EPA method holding time.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
M3 Matrix spike recovery was outside laboratory control limits due to matrix interferences.
MS Analyte recovery in the matrix spike was outside QC limits for one or more of the constituent analytes used in the
calculated result.
R1 RPD value was outside control limits.
RS The RPD value in one of the constituent analytes was outside the control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/11/2020 05:16 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Foothills Landfill/Leachate
Pace Project No.: 2628327
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Analytical
Batch
2628327001
1403-Leachate
43106
2628327001
1403-Leachate
EPA 3005A
42741
EPA 6020B
42774
2628327001
1403-Leachate
EPA 8260D
42782
2628327001
1403-Leachate
EPA 8260D Mod.
522557
2628327001
1403-Leachate
SM 5210B
42500
SM 5210B
42743
2628327001
1403-Leachate
EPA 300.0
42513
2628327001
1403-Leachate
EPA 365.1 Rev 2.0 1993
522894
EPA 365.1 Rev 2.0 1993
522927
2628327001
1403-Leachate
SM 5220D-2011
523431
SM 5220D-2011
523495
2628327001
1403-Leachate
EPA 9056A
522511
Date: 02/11/2020 05:16 PM
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 24

U
, N
Z
O
U Z w m coO
xz zzz w of
I
M O
0U,U)Q�az
- N M a bm n
J
X
a
w
w aw F
Cr w3�aa1
w w`n
a o
�g�
o
(D w a0a
a
�
�~WQTR
'W
LuZ w
Yre
z¢
itM-z
NM
a¢U >0
° 7rnv)[J
wQ
a¢07noD
33��
Q
ZO'�mW� -�
E
� O
> 09Z9 AS 3NWOIO-V 6
X
° U
a
31dziins
X
LU M
a CNI
SnUGHdSOHd
X
a N NOW 31RUIN -31VNiIN
X
wo
a- cm
i^ 4
a "'
MIN-LIN '31b211lN
X
a N
(3OO
X
Y s
0-
lco
o LL
a M
S'id13W
- I XION3ddV
X
oa
Z
> n 109Z9
AS OOA
- I XION3ddb
X
°
a
ca
voz�a—ZWpCM �►
0)
ti.
0
Nr
r
N
�p
r
N
�0
3
r�
�w
lU
U m`
o' m
U
'.
co
n .. .
U VCM)
O
uj
O
`Rs JJL
r'
_
O
to
U¢
LL
1- U
U W
Z
z ,
J
O
LU
o 1
W
J
\•W
N
�
U
a )
�
mO
0cr<co X
aw
m
Z93
Uo�a
W
z
LL
ua
V
co
28
H H
0
�
=
W
h
Z
o
p
z
Uj o
y
Ea��
u;0iS
�'
a
co
LLI
c�i
LL
2
� �
4 o 1
Z
W w
U
2 J
h
a
Z z ¢
�
Lu
¢ n m�
Q z
w
w W
t°u
° H w
o
ow(�
U 10
�
it
a
9im
Q
MAM

Saniple Condition Upon- woa2628327
PFI: "zp Due Date:
Client Name: .0 MGM C)� (P'IENT: R1I.—Nc /20
Courier: 0"Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ Commercial ❑ Pace Other
Tracking #- jOkk t3iu %1#4(
Custody $eal on Cookw/Box Present ❑ yes no Seals intact: ❑ yes ❑ no
Packing Material: ❑ Bubble Wrap , ❑B t3�� ❑ Nonb N Other ftk3 WC.
Thernronreter used i'ttQ. i of#�ce:.o f�.t�ue None ❑ Samobs on foe. -rill Process has beaun
%
Cooler Temperature
Biological Tissue Is Frozen: Yes No
and INN?lsof person oxarNni�
conbeMa: li►�
Temp should be above froexitg to WC
Comments:
Chain of Present
JK1, ONo
OWA
1.
Chain Of C Filled Out
fiKes ONo
❑wA
2.
Chain of Relinquished:
as ONo
©wA
3.
Sampler Name & Signature on COC:
0Yw ONo
❑WA
4.
Samples Arrived within Hold Time:
n ONo
OWA
5.
Short Hold Time Analysis jMh :
OYn ONo
OwA6.
Rush Turn Around TimeRequested:
❑Yn ONo
g1wA
T
SuiflClent Volume:
OYn ❑No
OWA
8. :
Conecct Containers Used:
(PYn ONO
OWA
9.
-Pace Containers Used:
Yes ONO
OWA
Containers Intact:
EIYes ONo
OWA
10.
Filtered volume received for Dissolved tests
OYn ONo
ONFA
11.
Sample Labels match COC:
dYes ❑Na
❑wA
12.
-Includes daW*WD/Analysis Matncc
hi
AN Contsirrers needing weserve6on have been Checked.
❑Yea ❑No
OWA
13.
Ali containers needing preservation are found to be in
❑Yea ONo
❑wA
compliance with EPA recommendation.
Initial when
Lot S of added
e rr Oplfons: VGA, caft 1, TOC, 0&G, VW1-lA0 (weteri
❑Yea ONO
Completed
preservali+re
Samples checked for dec hlorinadw:
OYes ONo
dwA
14.
Headspace in VOA Yale ?6mm :
OYes ONO
&A
15.
Trip Blank Present
Oyes ONo
OWA
16,
Trip Blank Custody Seals Present
❑Yn ONO
❑N+A
Pace Trip Blank Lot # purchased):
Client Natifticattont Resolutlob: Field Data Required? Y ! N
Person Contacted: Datelfime:
Comments/ Resolution:
Project Manager Review:
Date:
Noce: Whenever there is a discrepancy afkcW g North Carolina compliance samples, a copy of this form WU be Sent to the North Carolina DEHNR
CerthIcation Office (Le out of hold. inporred prmrvsthre, out of temp. incorrect containers)
F-ALLCO03rev 3, 11 Septet2f 24

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
April 14, 2020
Environmental Manager
Foothills Environmental Landfill
2800 Cheraw Road
Lenoir, NC 28645
RE: Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
Dear Environmental Manager:
Enclosed are the analytical results for sample(s) received by the laboratory on March 31, 2020. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
• Pace Analytical Services - Atlanta, GA
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Maiya Parks
[e-mail]
[phone]
Project Manager
Enclosures
cc: Data Manager, TriHydro Corporation
REPORT OF LABORATORY ANALYSIS
r
e
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 13

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
Pace Analytical Services Atlanta
110 Technology Parkway Peachtree Corners, GA 30092
Florida DOH Certification #: E87315
Georgia DW Inorganics Certification #: 812
Georgia DW Microbiology Certification #: 812
Pace Analytical Services Charlotte
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 13

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE SUMMARY
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
Lab ID
Sample ID
Matrix
Date Collected
Date Received
2630570001
2630570002
1403-SW-5
1403-MW-9
Water
Water
03/30/20 14:05
03/30/20 15:15
03/31/20 08:30
03/31/20 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 13

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
SAMPLE ANALYTE COUNT
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
Analytes
Lab ID Sample ID Method
Analysts
Reported
Laboratory
2630570001 1403-SW-5 EPA 6020E
CSW
1
PASI-GA
EPA 6020E
CSW
1
PASI-GA
2630570002 1403-MW-9 EPA 8260D
CL
4
PASI-C
PASI-C = Pace Analytical Services - Charlotte
PASI-GA = Pace Analytical Services - Atlanta, 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 13

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
Sample: 1403-SW-5
Lab ID: 2630570001 Collected: 03/30/20 14:05 Received: 03/31/20 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
Pace Analytical Services - Atlanta, GA
Cobalt
3.5J ug/L 10.0 0.30 1 04/01/20 21:38 04/06/20 19:26 7440-48-4
6020B MET ICPMS, Dissolved
Analytical Method: EPA 6020E Preparation Method: EPA 3005A
Pace Analytical Services - Atlanta, GA
Cobalt, Dissolved
3.OJ ug/L 10.0 0.30 1 04/06/20 13:16 04/07/20 19:00 7440-48-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/14/2020 03:50 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 13

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
ANALYTICAL RESULTS
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
Sample: 1403-MW-9 Lab ID: 2630570002 Collected: 03/30/20 15:15 Received: 03/31/20 08:30 Matrix: Water
Report Reg.
Parameters Results Units Limit MDL Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill Analytical Method: EPA 8260D
Benzene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/14/2020 03:50 PM
Pace Analytical Services - Charlotte
ND ug/L 1.0 0.15
1
04/10/2012:25
71-43-2
102 % 70-130
1
04/10/2012:25
460-00-4
88 % 70-130
1
04/10/2012:25
17060-07-0
98 % 70-130
1
04/10/2012:25
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 6 of 13

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
QC Batch: 45188 Analysis Method: EPA 6020B
QC Batch Method: EPA 3005A Analysis Description: 6020E MET
Laboratory: Pace Analytical Services - Atlanta, GA
Associated Lab Samples: 2630570001
METHOD BLANK: 208212
Matrix:
Water
Associated Lab Samples: 2630570001
Blank
Reporting
Parameter
Units
Result
Limit MDL
Analyzed Qualifiers
Cobalt
ug/L
ND
10.0
0.30 04/06/2018:35
LABORATORY CONTROL SAMPLE: 208213
Spike
LCS LCS
% Rec
Parameter
Units
Conc.
Result % Rec
Limits Qualifiers
Cobalt
ug/L
100
95.7 96
80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 208214 208215
MS MSD
2630497001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Cobalt ug/L ND 100 100 95.2 96.0 95 96 75-125 1 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: 04/14/2020 03:50 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 13

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
QC Batch: 45282 Analysis Method: EPA 6020B
QC Batch Method: EPA 3005A Analysis Description: 6020E MET Dissolved
Laboratory: Pace Analytical Services - Atlanta, GA
Associated Lab Samples: 2630570001
METHOD BLANK: 208764
Associated Lab Samples: 2630570001
Parameter Units
Cobalt, Dissolved ug/L
LABORATORY CONTROL SAMPLE: 208765
Parameter Units
Cobalt, Dissolved ug/L
Matrix: Water
Blank Reporting
Result Limit
ND 10.0
Spike LCS
Conc. Result
100 101
MDL Analyzed Qualifiers
0.30 04/07/2018:48
LCS % Rec
% Rec Limits Qualifiers
101 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 208766 208767
MS MSD
2630570001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Cobalt, Dissolved ug/L 3.OJ 100 100 106 99.6 103 97 75-125 6 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: 04/14/2020 03:50 PM without the written consent of Pace Analytical Services, LLC.
Page 8 of 13

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALITY CONTROL DATA
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
QC Batch: 535429
Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D
Analysis Description: 8260D MSV Low Level Landfill
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 2630570002
METHOD BLANK: 2857023
Matrix: Water
Associated Lab Samples: 2630570002
Blank Reporting
Parameter
Units
Result Limit MDL
Analyzed Qualifiers
Benzene
ug/L
ND 1.0
0.15 04/10/20 04:45
1,2-Dichloroethane-d4 (S)
%
90 70-130
04/10/20 04:45
4-Bromofluorobenzene (S)
%
101 70-130
04/10/20 04:45
Toluene-d8 (S)
%
98 70-130
04/10/20 04:45
LABORATORY CONTROL SAMPLE: 2857024
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
Benzene
ug/L
50 49.2 98
70-130
1,2-Dichloroethane-d4 (S)
%
87
70-130
4-Bromofluorobenzene (S)
%
98
70-130
Toluene-d8 (S)
%
97
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2857025 2857026
MS MSD
2630576001
Spike Spike MS MSD
MS MSD % Rec Max
Parameter Units
Result
Conc. Conc. Result Result
% Rec % Rec Limits RPD RPD Qual
Benzene ug/L
11.11
400 400 408 407
99 99 70-151 0 30
1,2-Dichloroethane-d4 (S) %
92 95 70-130
4-Bromofluorobenzene (S) %
100 100 70-130
Toluene-d8 (S) %
96 97 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: 04/14/2020 03:50 PM without the written consent of Pace Analytical Services, LLC.
Page 9 of 13

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
110 Technology Parkway
Peachtree Corners, GA 30092
[phone]
QUALIFIERS
Project: Foothills Landfill/Re-Sample
Pace Project No.: 2630570
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/14/2020 03:50 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 13

lceAnalyircal
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 Landfill/Re-Sample
2630570
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
Batch
2630570001
1403-SW-5
EPA 3005A
45188 EPA 6020B
45200
2630570001
1403-SW-5
EPA 3005A
45282 EPA 6020B
45287
2630570002
1403-MW-9
EPA 8260D
535429
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/14/2020 03:50 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 13

N
O
O
CO)
C�
vi
w
o�
U m
W m
w CL
U
W p
aC%l
¢
Y O
ati
v
frkLL
00
_ o
S, z qT
Qwr-
s H O
ti
1 O .�
Y
1
C>
C
Q
C,>
0
0
W
0
D
U
LL
Z
V
v
Z m V ci � 4
O o v A O
W U
O
Q
¢` 00 = O
m
�?(x�
OOO
0
W x zz Z
fgNQJaLL
Z
to
�N uo 10ti0
W
d
aQJ—
a
x
W a tu
z
O
NU
W
¢a
P Q�o
a
lW
��00
0OWU
�a
w�d w
F=
�=U�L�N�FxW
z�zg2
g
r
a a
o
a
—
0aa0>Un0
H
m
a Q)
-
�Q =a
�r
Q--�►
Ir-
N
in
3 �.N
um,2
J 0
QMo $
a
W
a
�
U
U
N
co
#
09Z9 - 3N3ZN38
X
�
Ix
a
M
11VE300 C13A-IOSS1(I
m
m
a
m
11v,aoo 1H101
W
to
In
Y
o
m m
:)
j
Z
C
UOZFQ—Z W wu)
cr)
—
2U)
V
O
Q3
LL
M
v
N
Z
Z
W
V
J
O
W
g
�
J
M CD
CLiQQLp
a
W
m
c�acam
x
IL
m
Z
v02CL
z
�"
a a
N
20
u
2
LU
Q r
LLI
2
W
W
0 Q
0
OLL
(A
ca
_
warms
¢
F(n
w
J
i
z
iL
¢
�
o
O
U
G
L
z�LU
-0
mO
m
as
0
Ua
W
o
LqV
W
>
Y
z
z
p
a�
a
U
U
gL
a

Arollk2
- .1 Client Namer'�L
lu-bl
(C- Set(
C
Courier: 0.Ped Ex ❑ UPS ❑ USPS ❑ Client ❑
rrmePiai
❑ Pace
Tracking #: i ,L L.<<t 0,
Custody Seal on Cooler/Box Present: ❑ yes
Seals intact: ;
Packing Material: Z�Kubble Wrap []Bubble Bags
❑
None ❑ Other
Thermometer Used Type
f I
Blue P
Cooler Temperature . % 81
is
I Tissue is Frozen:
Temp should be above freeaing to VC
Comment
Chain of Custody Present: 46<9s
❑ IN
o ❑N/A
1.
Chain of Custody Filled Out: 46 es
❑
o ❑WA
2.
Chain of Custody Relinquished: 4 ife,
❑ h
o ❑N/A
3.
Sampler Name & Signature on COC: effy'-'
❑
o ❑N/A
4.
Samples Arrived within Hold Time: &Vfg
[IN
o ❑N/A
5.
Short Hold Time Analysis <72hr : es
❑
o ON/A-
6.
Rush Turn Around Time Requested: 40�e—S
❑
o ❑N/A
7. ati lC
Sufficient Volume: des
0
o ❑N/A
8,
Correct Containers Used: d Res
O
o ❑N/A
9.
-Pace Containers Used: es
❑
o ❑N/A
W0# : 2630570
Ph- MYP Duw Date: 04/14/26
CLIENT: Republic -NC
Proj. Due Date:
Proj. Name:
❑ no
❑ Samples on ice, cooling process has begun
No Date and Initials of perso exalninigg
contents
Containers Intact: (Pt-
PlS0
❑N/A
1
Filtered volume received for Dissolved tests es
❑
o A
, FT
,` t eJ
Sample Labels match COC: ❑Yes
-Includes dateltime/ID/Anal sis Matrix:
OINO
❑N/A
12.
All containers needing preservation have been checked.
All containers needing preservation are found to be in ❑Yes
compliance with EPA recommendation.
exceptions A oliform, TOC, O&G, WI-DRO (water) es
Oho
Ci
❑NIA
o ❑NIA
o
13
Initial when
completed
Lot # of added
preservative
Samples checked for dechlorination: ❑Yes
❑
o 46 6A
14.
Heads ace in VOA Vials >6mm : ❑Yes
o ❑N/A
15.
Trip Blank Present: ❑Yes
Trip Blank Custody Seals Present ❑Yes
Pace Trip Blank Lot # if purchased
❑
o ❑N/A
/A
T
6.
Client Notification/ Resolution:
Person Contacted
Comments/ Resolution-
i
DatelTime:
Field Data Required? Y / N
i
I
j
i
I
Project Manager Review:
Date:
Note Whenever there is a discrepancy affecting North Carolina compliance samples, a copy *f t 'M
form will be sent to the North Carolina DEHNR
Certification Office ( i e out of hold, incorrect preservative. out of tomq, incorrect containers)
F-ALLC003rev 3, 11 Septembipr2aftl 3 of 13

SITE NAME: FOOTHILLS LF
POINT ID: FIELD BLANK
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: DEIONIZED WATER
EVACIJATION INFORMATION
INITIAL W VEL (FT)
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
EVACUATION STABILIZATION DATA
LAB SAMPLE/ PROJECT #:
{ } GRUNDFOS PU
( } OTHER
E S & S - R,CHIODO
NA
DEPTH TO BOTTOM (FT)
ELEVATION, G/W (MSL):
TIME: START/FINISH 1
�EVACUATION EQUIPMENT DEDICATED
°`P— � ( ) YES ( ) NO
( )3 { }4 ( }5 ( }OTHER
WAS WELL PURGED TO DRYNE )YES( ) NO
WATER LEVEL END PURGE (FT
FINISH
PURGE RATE DTW CUMULATIVE TEMP. pH CONDUCT. TURBIDITY OTHER
TIME /htz FT VOLUME (C) (Std.Units) umhoslcm) (NTU) eh (mV)
SAMPLING INFORMATION
DATE/TIME 30 DEPTH TO GROUNDWATER (FT) NA
METHOD OF SAMPLING_ SAMPLING EQUIPMENT DEDICATED -
PVC BAILER ( ) S.S. BAILER { ) GRUNDFOS PUMP [ } YES
[ } S.S. BAILER ( ) QED PUMP [ } OTHER ( ) NO
SAMPLING FIELD MEASUREMENT DATA
pH TEMP. CONDUCT, TURBIDITY OTHER ❑ISS.OxY_ OTHER
TIME (Std.Units)(C) (umhoslcm) (NTU) [ eh (mV) ] (PPM) ( }
NA NA NA NA NA NA NA NA
GENERAL INFORMATION o F
WEATHER CONDITIONS AT TIME OF SAMPLING: L'o ktD y]
SAMPLE CHARACTERISTICS:
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER

SITE NAME: FOOTHILLS LF
POINT ID:
TRIP BLANK
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX:
EV-W-UATION INFI
DEIONIZED WATER
INI I IAL WA VEL (FT)
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
EVACUATION STABILIZATION DATA
LAB SAMPLE/ PROJECT #:
{ } GRUNDF0
{ } OTHER
( } 3 ( ) 4
ES&S- R.CHIODO
NA
DEPTH TO BOTTOM (FT)
ELEVATION, GIW (MSL):
TfME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED:
MP ( ) YES ( ) NO
[ } 5 ( } HER
WAS WELL PURGED T YNI
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 1-:L7- ;LQ / (o l 3 2
METHOD OF SAMPLING:
{ } PVC BAILER { } S.S. BAILER
{ } S.S. BAILER { } QED PUMP
SAMPLING FIELD MEASUREMENT DATA
pH I TEMP.
TIME (Std.Units) (C]
DEPTH TO GROUNDWATER (FTD NA
SAMPLING EQUIPMENT DEDICATED-
( } GRUNDFOS PUMP { } YES
{ } OTHER { } NO
CONDUCT. TURBIDITY I OTHER ❑ISS.OXY. OTHER
(umhoslcm) (NTU) f eh (mVI I I lPPM) r i
NA I NA NA NA NA NA NA
GENERAL INFORMATION r,r o +�
WEATHER CONDITIONS AT TIME OF SAMPLING: [�F? '7 5
SAMPLE CHARACTERISTICS:
COMMENTS: VOA ONLY
SAMPLE COLLECTION NUMBER

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX:
EVACUATION INFO
SURFACE WATER
INIT ER LEVEL {FEET NA
ELEVATION, MEAS.PT.( NA
DATE
METHOD OF EVACUATION:
( J 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
EVACUATION STABILIZATION DATA
PURGE R LATIVE TEMP
TIME mlhtz VOLUME
POINT ID: SW-3
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE/ PROJECT #: NA
DEPTH TO BOTTOM {FEET NA
ELEVATION, GIW (MSL): NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED-
( ) CONTINUO ( ) YES ( ) NO
PUMPING WELL
{ } 4 { ) 6 ( ) OTHER
WAS WELL PURGED TO DRYNE
WATER LEVEL AFTER PURGE(FT-)
FINISH
) YES ( )NO
pH SPEC. CONDUCT. f TURBIDITY � OTHER
Std.Units) (umhas, I (NTU) I eh lmV]
NA 0
NA
NA
NA
SAMPLING INFORMATION rr 77
DATE/TIME I - a -�Q 1 [D J S 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
SStd.Units
SPEC. CONDUCT.
umhos/cm
TEMP.
C
TURBIDITY
NTU
REDOX
eh mV
❑ISS.OXY.
PPM
OTHER
G,.37
6.c)(o
5C). r
,
7, 1,
' y, zo
fI,0.9
.5.Y(ll
NA
GENERAL INFORMATION o�
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: -T-A .)
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER 3

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX:
EVAUATION INFi
SURFACE WATER
INITIAL W VEL {FEET NA
ELEVATION, MEAS.PT.(MSL)- NA
DATE
METHOD OF EVACUATION:
{ } PVC BAILER ( ) WELL WIZARD
{ } S.S. BAILER [ } GRUNDFOS PUMP
WELL RISER DIAMETER {IN.}; ( J 2
ONE (1) RISER VOLUME (GAL)
TOTAL VOLUME EVACUATED (GAL)
TURBIDITY OF PURGINGS : START
EVACUATION STABILIZATION DATA
PURL !=z
TEMP
TIME mlhtz
POINT ID: SW-4
FIELD REPRESENTATIVE; E S & S - B,CHIOD❑
LAB SAMPLE I PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, G/W {MSL}: NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATE:
( ) CONTINUOUS ( ) YES ( ) NO
PUMPING WELL
{ } 4 { } 6 ( ) OTHER
WAS WELL PURGED TO DRYNESS
WATER LEVEL AFTER PURGE (FT,)
FINISH
( ) NO
pH SPEC. CONDUCT. TURBIDITY OTHER
Std.Units umhoslcm) (NTU} I eat {mV]
NA
NA
NA
NA
SAMPLING INFORMATION
DATE l TIME ! -;�7 - ;'<> J (0 t- 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
pH SPEC. CONDUCT. TEMP. TURBIDITY REDOX
TIME Std.Units umhas/cm C) (NTU)eh mV
{�;sb &.qg + l0,o
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING: L'C.�ctD T
SAMPLE CHARACTERISTICS: CC;AQ
COMMENTS: APPENDIX I LIST
DISS. ❑XY. OTHER
PPM
S, qS NA
SAMPLE COLLECTION NUMBER

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: SURFACE WATER
E TION INFORMATION
INITIAL WA L {FEET} NA
ELEVATION, MEAS.PT.(MSL): 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
EVACUATION STABILIZATION DATA
PURGE RATE CUM TEMP
TIME mlhta VOLUMEf�(C�)
POINT ID: SW-5
FIELD REPRESENTATIVE: E S & S - B.CHIODQ
LAB SAMPLE 1 PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, GIW (MSL); NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED
( ) CONTINUOUS ( ) YES ( ) NO
PUMPING WELL
4 { } 5 ( ) OTHER
WAS WELL PURGED TO DRYNES
WATER LEVEL AFTER PURGE (FT.)
FINISH
YES ( ) NO
pH SPEC. CONDUCT, I TURBIDITY OTHER
Std.Units (umhoslcm) (NTLf} f eh (mV)
NA 0
NA
NA
NA
SAMPLING INFORMATION n
DATE 1 TIME I "� - ;kD 1 I t'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
PH
TIME (Std.Units)
SPEC. CONDUCT,
(umhoslcm
TEMP.
C)
TURBIDITY
(NTU)
REDOX
eh mV
❑ISS.OXY.
PPM
OTHER
1:16 6. 2,3
I I9%3
9. v
[,;I.va
+Lrirr.6-
Co. to
NA
GENERAL INFORMATION a
WEATHER CONDITIONS AT TIME OF SAMPLING: O' L-Oltbyf
SAMPLE CHARACTERISTICS: -7-ZA Pt3 1 t5 _ l A,-.5
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER 5-

SITE NAME FOOTHILLS LF
POINT ID: MW - 11
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: GROUNDWATER
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)--
ELEV., MEAS. PT. (MSL):
DATE I - D-7- 2 o
FIELD REPRESENTATIV
LAB SAMPLE 1 PROJECT #:
ES&S- B.CHIODO
ffA
DEPTH TO BOTTOM (FT): /0 9-, C/o
ELEVATION, GIW (MSL}: I P3 i 9
TIME: START/FINISH- r73 ! e.a7
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 ( } g { } OTHER
ONE (1) RISER VOLUME {GAL} �'}, �rj WAS WELL PURGED TO DRYNESS ( ) YES (X) NO
TOTAL VOL. EVACUATED (GAL) 00 WATER LEVEL END PURGE (FT) � .&cf
TURBIDITY OF PURGINGS: START C. 1.F.�Z- FINISH
EVACUATION STABILIZATION DATA
SP.11y
PURGE RATE
❑TW
CUMUL.
TEMP,
pH
CONDUCT.
TURBIDITY
REDOX
D.O.
TIME
(ML 1 MIN)
(F7)
VOL (GAL)
{C)
(Std.Units)
umhos/cm)
(NTU)
eh mV
MGIL)
1-35'
250
82.'1y
0
-.'7
(, (,q
59.9
G.2[
4- 2,-).
112-
'7:31
250
9Z 3
0.25
I:zs
�. S�
-5 ct
©. � �
�-3�.5
I Sa
1, 43
250
RZ5y'
0.50
13. I
5-zs
S-Z 9'
O, i 'Z
4 -?-T, 3
1. S's
7 :,17
250
92,G()j
0.75
13.:
5l.11
6?.1 S
43.5-,7
r. P.S
7'.Sl
250
R0
1.00
13.1
6. 7
-5-4 Lf
®. 2
3b,&
r,S'1
7:
250
&P
1.25
132
6.97
Sf,Z
&.10
4`36.7
73 s�
250
ZG`f
1.50
13. Z
G.47
S1, Z
Q, 17
+-A
J.7S
250
k2,614
1.75
13.3
(0, q (a
51, Z
O.1
A7, 1
1,76
250
9.44
2.00
13.3
6.y6
511
0, 1
+37 2-
/, 73
2ZU
F
SAMPLING INFORMATION
DATE/TIME 1- Z-7- z o I 07 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: Cc 0'<A '0-
SAMPLE CHARACTERISTICS: ,�_
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER

SITE NAME FOOTHILLS LF
POINT ID: 11>rlw - l Q
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: GROUNDWATER
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)_
ELEV., MEAS. PT. (MSL):
DATE I -17- �Z 0
FIELD REPIRESENTATIV
LAB SAMPLE/ PROJECT #:
E S & S - B.CHIODO
NA
DEPTH TO BOTTOM (FT): '? F; 21
ELEVATION, GIW (MSL): a1 89- 72
TIME: START/FINISH $: 2.3 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 { } B { } OTHER
ONE (1) RISER VOLUME (GAL) lxz WAS WELL PURGED TO DRYNESS ( ) YES (X) NO
TOTAL VOL. EVACUATED (GAL) -Z, oo WATER LEVEL END PURGE (FT) U
TURBIDITY OF PURGINGS: START FINISH C
EVACUATION STABILIZATION DATA
`7b. a-i
1 35ff_ 53
PURGE RATE
DTW
CUMUL.
TEMP.
pH
CONDUCT.
TURBIDITY
REDOX
D.O.
TIME
{ML 1 MIN
FT
VOL GAL
C
(Std.Units)
umhoslcm}
(NTU)
eh (mV)
(MGIL
9:23
250
'4'k1
0
13.3
G. cl 1
&-. 1
I. s9
Flo. 0
a. _Zq
2;"1
250
lb.q1
0.25
)3.3
6.37
(a 2-
S8
y2.2
6.25
k; 31
250
-14451
0.50
13.3
6.3Ll
St°r
3.y2-
', 35
250
71"qg
0.75
13.3
6.3
Sir
3.7
4- 41y
G- r'
$ : 3 i
250
97,001
1.00
13. 3
6.31
S rr. z
q o&
+`f $.1
6.1 ff
S-043
250
77.o3
1.25
13.3
6.31
,S8rS
q.2-v
,1
�.1b
�5 "I 7
250
Wo3l
1.50
13.4
6.31
S: (r,
of -25-
+qa. I?
IS
:S 1
250
77O'
1.75
13.4
6.3 1
Ste-
y 1q
-►-1.�f�.
7S
250
77.05'
2.00
13.5-
6. 3 )
S &. 7
/(a
+ Vs )
6. 1-.
SAMPLING INFORMATION
DATE/TIME I �27�z L7 1 SS DEPTH TO GROUNDWATER (FT) 77 U s
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
( } PVC SAILER ( ) S,S, BAILER { } GRUNDFOS PUMP (X) YES
{ } S.S. BAILER (X )GED WW PUMP { } OTHER ( } NO
GENERAL INFORMATION a�
WEATHER CONDITIONS AT TIME OF SAMPLING: C Ll YS
SAMPLE CHARACTERISTICS: ��I,
COMMENTS: APPENDIX I LIST MS
SAMPLE COLLECTION NUMBER �+ S

SITE NAME FOOTHILLS LF
POINT ID: mw - 9
LOCATION: LENOIR, NORTH CAROLINA
FIELD REPRESENTATIV E S R S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE ! PROJECT #: NA
EVACUATION INFORMATION
INITIAL WATER LEVEL {FT}: 6 [Q DEPTH TO BOTTOM (FT): ?3 yo
ELEV., MEAS. PT. (MSL}: �ql'� . ~]� ELEVATION, GIW (MSL): a . 43
1
DATE I - 21; (o TIME: START/FINISH C? : /o 1 , y
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) a, $ WAS WELL PURGED TO DRYNESS { ) YES (X ) NO
TOTAL VOL. EVACUATED (GAL) : 00 WATER LEVEL END PURGE (FT)
TURBIDITY OF PURGINGS: START FINISH c'u3r
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN)
DTW
FT
CUMUL.
VOL (GAL)
TEMP.
C
pH
(Std.Units)
CONDUCT.
(umheslcm)
TURBIDITY
(NTU)
REDOX
eh (mV)
❑.O.
(MG/L
Io
250
G 3t�
0
2��
5.197
I �al�a.3
U. `-12.
+�.3,0
3��
ILI
250
Gt, 11S
0.25
t 3,
S; J
q. 2
6, Lf r
��G. 1
3. r g
g'. I s,
250
7
0.50
13. b
51 k6
1 G3. 7
a- `f [o
69-9
3.1 Ly
Z7-
250
ty-7
0.75
13.,�-
S,gy
16 3, 5'
d, 52
+70,Z
3,10
2,6
250
Gr,g9
1.00
j .0
.S,$
1[v3.`-j
0.5
+70,t,
3,o-7
30
250
(,ss
1.25
1 W. 1
5: S-3
I (D 3
0-5-0
4 70. k
3,05-
3LI
250
W.576
1.50
P-1. )
I (PS; L
0. 4 :!�
4-66' G
3, o Y
39 1
250
1.75
)11. 2-
S�.SrS
1(05: %
(). 39
-+ 61-3
3. oy
; `i Z.
250
G- 51
2.00
P1.2
5. *5
Ras-7
D, 3 j
+G9 2
3 o 5
2NEW
SAMPLING INFORMATION
DATE/TIME 1- 27-Z9 ! 9 q 2 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 klrE-�
COMMENTS: APPENDIX I LIST
CL-0440W, qS or
SAMPLE COLLECTION NUMBER 9

SITE NAME: FOOTHILLS LF
POINT ID: Sw - 1
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX
EVACUATION INF
SURFACE WATER
INITIAL LEVEL {FEET} NA
ELEVATION, MEAS.PT.( 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
EVACUATION STABILIZATION DATA
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE ! PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, GIW (MSL): NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED
{ } CONTI ( ) YES ( ) NO
PUMPING WELL
( }4 ( }fi ( )OTHER
WAS WELL PURGED TO DRYN
WATER LEVEL AFTER PURGE(FT.)
FINISH
)YES ( )NO
TIME
PURGE RATE
mlhtz)
CUM
VOLUME
TEMP.
C
pH
d.Units
SPEC. CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh (mV)
NA
0
NA
NA
TVA
SAMPLING INFORMATION
DATE 1 TIME I a?-n 1 W.04 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.
TEMP.
C
TURBIDITY
NTU
REDOX
eh mV)
DISS. ❑XY.
PPM
OTHER
( ]
47.o.
6.Lf9
�Jumhoslcm
_I9.3
%. Z
G.05
+30,2
e-1.7
NA
GENERAL INFORMATION u OF
WEATHER CONDITIONS AT TIME OF SAMPLING: Ld fs
SAMPLE CHARACTERISTICS:
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER / 0

SITE NAME FOOTHILLS LF
POINT ID: MW - 8
LOCATION: LENOIR, NORTH CAROLINA
FIELD REPRESENTATIV E S & S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE 1 PROJECT #:
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT),
ELEV., MEAS. PT. (MSL):
DATE I- 27- ZD
Em
DEPTH TO BOTTOM (FT): 41. S(Q
ELEVATION, GIW (MSL}: (n`{ . 3y
TIME: START/FINISH X. . ] I 1 / D , Y3
METHOD OF EVACUATION: EVACUATION EQUIPMENT DEDICATED:
( j 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) 6� , r 9 WAS WELL PURGED TO DRYNESS { ) YES (X) NO
TOTAL VOL. EVACUATED (GAL) Zoo WATER LEVEL END PURGE (FT) 309.-
TURBIDITY OF PURGINGS: START FINISH [�-4 (-
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.Q.
(MG/L
�o: ti ti
250
3a.S-y
a
i 3, y
5738
(a
a ao
+�
I y
250
30.93
0.25
13.3
5, 3S
22.30
161
250
Mly
0.50
t3.3
.5,3y
�.(a
11.S-0
4-q.S.L
-2-2-1
Io', 2-3
250
306Y
0.75
13. Z
S'34
?3. 1
?. %
41S,7
--^).1G
]o , Z.`7
250
o,95'
1.00
13. Z
- 33
7a. Z
6. 7z
-j~`�6. ❑
-2.13
250
30,5}
1.25
13,1
S. 33
76-5'
6. So
-194. 1
-2,11
250
3D.-V
1.50
13.1
S; 33
'70.7
4.y7
4-9&, 2
209
irJ3�
250
9r
1.75
i3.1
9.33
'70.7
C.y2.
f"36,3
-Z09
�3
250
30.` f
2.00
13. f
S. 3 3
?0. 8'
. y
+ 91"
D . ag
2#r
Z5D
SAMPLING INFORMATION
DATE/TIME I -- Z7 - 20 1 f o : Y 3 DEPTH TO GROUNDWATER (FT) 3 0' � S
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 aF
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS:
COMMENTS- APPENDIX I I IST
SAMPLE COLLECTION NUMBER I I

SITE NAME FOOTHILLS LF
POINT ID: MW - 7
LOCATION: LENOIR, NORTH CAROLINA
FIELD REPRESENTATIV E S & S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB
SAMPLE I PROJECT #:
NA
EVACUATION INFORMATION
ry Q
{ 9
qo.
INITIAL WATER LEVEL
(FT):
6
DEPTH TO BOTTOM (FT):
1.3
ELEV., MEAS. PT. (MSL):
3 •
ELEVATION, G1W (MSL);
DATE ZC
TIME; START/FINISH ' 59
1 1 1. 3 t
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)
r . 8 (o WAS WELL PURGED TO DRYNESS(
)YES( X ) NO
TOTAL VOL. EVACUATED (GAL)
'? • 00
WATER LEVEL END PURGE (FT)
. L
TURBIDITY OF PURGINGS:
START C �� (Z-
FINISH [' L-EA
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN)
DTW
(FT
CUMUL.
VOL (GAL)
TEMP.
(C)
pH
S#d.Uni#s)
CONDUCT.
(umhoslcm)
TURBIDITY
(NTU)
REDOX
eh (mV)
D.O.
(MGIL
10'. 5c�
250
25;f1
0
13:-)
5- 3 9
1 a9. 5
11,03
250
A58S
0.25
14.L
5;K(1
)z� i
.5 Z_
+�o.q
5q3
1):a7
250
24crg
0.50
15o
5.y9
1:?-77
q8l
4kk91
S,y1
250
, Sq
0.75
1y.7
5.116
133.7
6.3'Z
+90. Z
! 1:15
250
,W
1.00
y
I-3C�S
(0.Yo
4 ■�.L
S.3$
�'.
250
Z& k
1.25
YS
13 $.
. 3 71
4 %, 7
5.3
1 ! ; Z3
250
&)
1.50
ILt. W
S K
132� $
y.o z.
r 7D.7
35
1,27
250
2rs4Z-
1.75
14.3
S- `Jxf
! 3er,S
3,3(,-
f.9
5,35-
i 1; 3l
250
28,0-
2.00
1N, 3
5: H4f
13Fr.9
3. 3 1
9d,q
S. 35
>
2�'
SAMPLING INFORMATION
DATE/TIME f -'•-7` 2O 1 1 1 ' 3 1 DEPTH TO GROUNDWATER (FT) -2 �r -, (c-
METHO❑ 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 ❑ F
WEATHER CONDITIONS AT TIME OF SAMPLING: cow qS
SAMPLE CHARACTERISTICS: ctF��
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER t

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: UNDERDRAIN WATER
EY2LQUATION INFORMATION
INITIAL EVEL (FEET NA
ELEVATION, MEAS.PT.(MSL): NA
DATE
METHOD OF EVACUATION:
( } PVC BAILER { } WELL WIZARD
[ ) S.S. BAILER { } GRUNDFOS PUMP
WELL RISER DIAMETER (]N.} { } 2
ONE (1) RISER VOLUME {GAL}
TOTAL VOLUME EVACUATED (GAL)
TURBIDITY OF PURGINGS : START
EVACUATION STABILIZATION DATA
POINT" ID: U ❑ - 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
} 4 { ) B ( ) OTHER
WAS WELL PURGED TO DRYNESS
WATER LEVEL AFTER PURGE (FT.)
FINISH
S ( )NO
TIME
PURGE RATE
(mlhtz)
IVE
VOLUME
TEMP.
pH
Std.Units
SPEC. CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh (mV
NA
Q
NA
NA
NA
SAMPLING INFORMATION
DATE 1 TIME ' � g 1 I 1 ' LN 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
la:g(a
a ;).,
I G. (a
o. do
+ 76. 1
4/ -2 (
NA
GENERAL INFORMATION
WEATHER CONDITIONS AT TIME OF SAMPLING
SAMPLE CHARACTERISTICS:
COMMENTS: APPENDIX I LIST
G co'4 b4. ` s 0r
SAMPLE COLLECTION NUMBER 13

SITE NAME FOOTHILLS LF
POINT ID: IVIW - S
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV E S & S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE f PROJECT #:
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)_
ELEV., MEAS. PT. (MSL):
DATE i -- a7- 2.0
NA
DEPTH TO BOTTOM (FT): 5-0. Ss
ELEVATION, G(W (MSL): ) 3 s-( 2-
TIME: START/FINISH 11 "59 / 12 :3 [
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} ). g ol WAS WELL PURGED TO DRYNESS { } YES (X) NO
TOTAL VOL. EVACUATED (GAL) " , 0O WATER LEVEL END PURGE (FT)
TURBIDITY OF PURGINGS: START C LF. AZ- FINISH Cl.r_ AZ
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML / MIN)
DTW
FT
CUMUL.
VOL nAL
TEMP.
(C)
pH
Std.Units)
CONDUCT.
(umnoslcm)
TURBIDITY
(NTU)
REDOX
eh mV
D.O.
MG/L
1i.S"
250
Wl,zo
0
1`l.2
5-.611
.20(,:"
1:.aa
4*2.o
%g5-
I: o 3
250
qI.Z#
0.25
L[. z
5. 5-$
)90.13
1. �o
+ 9c
12' o7
250
qlat
4.50
114.4
5, 5lo
1'75'
3z
+gy 9
1.79
l Z ; y 1
250
601
0.75
14.4
5. 557
1'72.9
7 S l
f$3: 3
1.7.,
l Z . 1 a
250
Kl.Z9
1.00
I 11 5
S 5-5
1'7Q. 0
6A)
4L SS. y
1,75
121.0
250
q00
1.25
) Lt. S
SS S
1, S, 3
y. {i 2
f 9S=3
1. 7 5
12 : 2.3
250
y 1,310
1.50
14.4
S. SN
l (oq. 2
q 255
--kS: 7
j.7'{
t z , C7
250
q0a
1.75
)LI.3
1(o`a. )
j .a2
4-&Sx3
Otf
i ?,', 3 t
250
* 30
2.00
f y.
fa9. 0
q.15
+SAS.
SAMPLING INFORMATION
DATE/TIME 1 - 2-7- -.O / 1:, : 3 1 DEPTH TO GROUNDWATER (FT) 411' _?O
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 �� p F
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS:
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER N

SITE NAME FOOTHILLS LF
POINT ID: MW - =j
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV E S & S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE/ PROJECT #: NA
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT); Li 7.39 DEPTH TO BOTTOM (FT): S-9, 50
ELEV., MEAS. PT. (MSL): I r2 5. 07 ELEVATION, GIW (MSL): 11 �2 7. 7.3
DATE 1 ^ Z-7- 2 v TIME: START/FINISH 1 2 : y41 1 13 , 1 lv
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 { j 3 ( ) 4 ( } B { ) OTHER
ONE (1) RISER VOLUME (GAL) 05 WAS WELL PURGED TO DRYNESS [ } YES (X) NO
TOTAL VOL. EVACUATED (GAL) 2 ao WATER LEVEL END PURGE (FT) Ll7.57cl
TURBIDITY OF PURGINGS: START FINISH Cl.E (AZ -
EVACUATION STABILIZATION DATA
PURGE RATE
DTW
CUMUL.
TEMP.
pH
CONDUCT.
TURBIDITY
REDOX
D.O.
TIME
(ML 1 MIND
FT
VOL (GAL)
(C
(Std.Units)
(umhoslcm)
(NTU)
eh (mV)
(MGIL)
12,H14
250
47.34
0
1s.z
S8s'
+( 9.(f
.'00
1 : y $
250
q7q3.
0.25
1 S. S
5, 9-'7
.2o 3
).99
+69- S
2.'77
12'.5Z
250
q7 5
0.50
r5:-7
S.$7
�2n;Z
f, ��
-+�1:4
2,` Ll
12 . 5L,
250
y7gl
0.75
13. 5
2 o 2
0,'7 2-
4-6F 3
.2, 71
l 3 : oo
250
g2sl
1.00
15.5
5. Ft g'
2 o 3
b, SC,
4 C r. o
.2. 4s-
13:0w
250
V75Z
1.25
r- S
S Fs8
203
0, 72.
+G7.6
2.G 51
13:-O!R
250
g7sLi
1.50
15.4
S kq
2o3
b, cn(C
4-�17, G
J.6cf
13, 1Z
250
q7.sy
1.75
1 s. y
S. &9
20 tf
45. 6 2
4- L7-V
2.62
1T j1•
250
W7.511
2.00
15.t4
.� $�
2 DZ-!
0,(,0
+G71/
2:97
2=@C I
E i
I
SAMPLING INFORMATION
DATE/TIME I ��� - �� 1 f 3 �° DEPTH TO GROUNDWATER (FT) 7.51I
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
{ } PVC BAILER ( ) S.S. BAILER { j GRUNDFOS PUMP ( X) YES
( } S.S. BAILER (X) QED VVW PUMP ( } OTHER ( } NO
GENERAL INFORMATION aF
WEATHER CONDITIONS AT TIME OF SAMPLING: (ZCto 4 4L/
SAMPLE CHARACTERISTICS: Cr C.YEAtz-
COMMENTS: APPENDIX I I IST
SAMPLE COLLECTION NUMBER 15

SITE NAME FOOTHILLS LF
POINT ID: MW - 4
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE I PROJECT #:
EVACUATION INFORMATION
E S & S - B.CHIODO
NA
INITIAL WATER LEVEL (FT): �l c>11 • LoD DEPTH TO BOTTOM (FT): S� • --Z 0
ELEV., MEAS. PT. (MSL}: I r71 . I ,? ELEVATION, G/W (MSL): R. 59
DATE_ L- 2 7_ 2- 0 T)ME- STARTIFINISH rf 3: 2.9 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) 1.Sf } WAS WELL PURGED TO DRYNESS { ) YES (X) NO
TOTAL VOL. EVACUATED {GAL} . oo WATER LEVEL END PURGE (FT)Z4 •"2
TURBIDITY OF PURGINGS: START C-CeA- FINISH C LEAZ
EVACUATION STABILIZATION DATA
1PURGERATE
DTW
CUMUL.
TEMP.
pH
CONDUCT.
TURBIDITY
REDOX
D.O.
TIME
(ML I MIN)
VOL (GAL)
(C)
Std.Units
(umhoslcm)
(NTU)
eh (mV)
(MGIL
13.21
250
K26o
0
13. )
.53x
'V k 9
G. &o
+`ice ►
J. 3s
13: 33
250
0.25
rs. 4
S.? ff
yf, I
13 ' 37
250
Wlo
0.5o
15.5,
S.?--7
qo,7
0.y(
*100.7
1.2?
13: q I
250
W.7)
0.75
rs.(
S.2y
yo.5
0,3:5�
+1OZ. I
13'. 4 5'
250
W.71
1.00
13,9
S.z3
yo,V
0. :193
+102.9
I.�3
13 -''«
250
gj.7Z
1.25
r 5: Sr
S.z r
qi7 Y
v. Z7
*-103_7
4 2
)3' 53
250
q2 7z
1.50
13.9
S; a0
qo. 3
0. zS
+low, 0,
.21D
13: 5'
250
Z,aZ
1.75
1(,.,.❑
5,?.Q
qo.3
0,23
-+-/0V.1
1_2o
111'01
250
H2:1
2.00
20
4/0.2
D..22.
+joy„ .
1.2o
aae
SAMPLING INFORMATION
DATE/TIME 1 14:D i 4' R'03 DEPTH TO GROUNDWATER (FT) q 2 • 72
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
( } PVC SAILER ( ) S.S. BAILER { } GRUNDFOS PUMP (X) YES
{ } S.S. BAILER (X) QED VVW PUMP { } OTHER ( } NO
GENERAL INFORMATION Y5 F
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: C L A Z
COMMENTS: APPENDIX I LIST b vtp TAkF# r-7 +.] j41.03
SAMPLE COLLECTION NUMBER 17

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: UNDERDRAIN WATER
EyAggATION INFORMATION
INITIAL W EVEL (FEET NA
ELEVATION, MEAS.PT.(M 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
EVACUATION STABILIZATION DATA
POINT ID: U D - 1
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE I PROJECT #: NA
DEPTH TO BOTTOM {FEET NA
ELEVATION, GIW (MSL): NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED:
{ ) CONTI N U { ) YES { ) NO
PUMPING WELL
{ }4 { }5 ( )OTHER
WAS WELL PURGED TO DRYN
WATER LEVEL AFTER PURGE (FT.)
FINISH
) YES ( ) NO
TIME
PURGE RATE
mlhtz
CUMULATIV
VOLUME
C
pH
its
SPEC. CONDUCT.
umhoslcm
TURBIDITY
NTU
OTHER
eh mV
NA
Q
NA
NA
NA
SAMPLING INFORMATION DATE 1 TIME 1— -2-7- 1O 1 1 W.19 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.
umhcslcm
TEMP.
C
TURBIDITY
NTU
REDOX
eh (mV)
❑ISS. ❑XY.
(PPM
OTHER
f l
� 2D-
'21L4
17.3
0.2z
+7).s
9,3.s�
NA
GENERAL INFORMATION �F
WEATHER CONDITIONS AT TIME OF SAMPLING; C' LvU1D Y�
SAMPLE CHARACTERISTICS: C Lx4+e
COMMENTS. APPENDIX I LIST
SAMPLE COLLECTION NUMBER J ❑

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: SURFACE WATER
EVACUATION INFORMATION
INITIAL EVEL (FEET) NA
ELEVATION, MEAS.PT.(MSL): 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
EVACUATION STABILIZATION DATA
POINT ID: SW-2
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE 1 PROJECT #: NA
DEPTH TO BOTTOM {FEET) NA
ELEVATION, GIW (MSL): NA
TIME: START/FINISH I
EVACUATION EQUIPMENT DEDICATED:
( ) CONTINUOUS ( ) YES ( ) NO
PUMPING WELL
} 4 } 5 ( ) OTHER
WAS WELL PURGED TO DRYNESS {
WATER LEVEL AFTER PURGE (FT.)
FINISH
( )NO
PURGE RATE CUM TEMP, pH SPEC. CONDUCT. TURBIDITY OTHER
TIME mlhtz VOLUME C .Units umhoslcm NTU eh mV
NA D
NA
NA
NA
SAMPLING INFORMATION
DATE 1 TIME WATER LEVEL PRIOR TO SAMLING (FT.) NA
METHOD OF SAMPLING: SAMPLING EQUIPMENT DEDICATED:
[ } PVC BAILER ( ) WELL WIZARD { } WATERRA PUMP (X) YES
{ } S.S. BAILER ( ) GRUNOFOS 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
}
1430
(,.'7 1
-71_ i
�-,q
:2 --Z.GO
423.,
5,15
NA
GENERAL INFORMATION uF
WEATHER CONDITIONS AT TIME OF SAMPLING:
SAMPLE CHARACTERISTICS: CL,FJ r TA-j
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER 1

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX. LEACHATE
Ey2KUATION INFORMATION
INITIAL LEVEL (FEET, NA
ELEVATION, MEAS.PT.(MSL . NA
DATE
METHOD OF EVACUATION:
POINT ID: LEACHATE
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE / PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, GIW (MSL): NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED:
( ) PVC BAILER ( ) WELL WIZARD ( ) CONTINU ( ) 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 T�DRYNE
TOTAL VOLUME EVACUATED (GAL) WATER LEVEL AFTER PURGE (FT.)
TURBIDITY OF PURGINGS : START FINISH
E1l.LCUATION STABILIZATION DATA
YES ( ) NO
PURGE RATE
CUMUL
TEMP.
pH
SPEC. CONDUCT.
TURBIDITY
OTHER
TIME
rn/htz
VOLUME
C
d.Units
umhoslcm
NTU
eh {mV
NA
0
NA
NA
NA
SAMPLING INFORMATION
DATE / TIME 1 — 27- Ao 1 14 - 5 Q
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
pH
SPEC. CONDUCT,
TEMP,
TURBIDITY
REDOX
DISS.OXY.
OTHER
TIME
(S7
umhos/cm
C
NTU
oh mV
PPM
.UtdUnits
■ 1 d
/1 Ll (v 0
IDS 3
2
— 3 8'. 3
.
NA
NA
GENERAL INFORMATION
OF
WEATHER CONDITIONS AT TIME OF SAMPLING: v1 . �5
SAMPLE CHARACTERISTICS: C,LVa _ Am
gr-2.
COMMENTS
SAMPLE COLLECTION NUMBER a2 0

SITE NAME FOOTHILLS LF
POINT ID: MIN - 2R
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE/ PROJECT #:
EVACUATION INFORMATION
E S & S - B.CHIODO
NA
INITIAL WATER LEVEL (FT): " 6- ID DEPTH TO BOTTOM (FT): 6.7 60
ELEV., MEAS. PT. (MSL): I ;�S3 ELEVATION, GIVV (MSL): 1-20S.
DATE_ -- 2-7 - 2D TIME. START/FINISH 1 S• 15 1 15: �5
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} �. t'I WAS WELL PURGED TO DRYNESS ( } YES (X) NO
TOTAL VOL. EVACUATED (GAL) �- SD WATER LEVEL END PURGE (FT) qg�, AID
TURBIDITY OF PURGINGS: START [' LF . FINISH cCgAlz.
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN
DTW
F7
CUMUL.
VOL (GAL)
TEMP.
(C)
pH
Std.Units)
CONDUCT.
(umhoslcm
TURBIDITY
(NTU)
REDOX
eh (mV)
❑.O.
(MGIL
15:�5
250
N8110
0
157,11
S,rlD-
1 Li3.9
d y-7
+76.-2
;Z, ID
15,1q
250
gk,,2l
0.25
1S.W
S.7Z
?V3 g
6.5t
474.9
2.09
15.23
250
gt,z;
0.50
157.5
S-7Z
14q.)
0. Lf
-r~%.�
2.016
IS'.r7
250
qk.28
0.75
i$ S
S.71
ryy.z-
e2.33
4 71,-S-
2-05
1513 I
250
Iff.31
1.00
K-S'
S 73
I y�,/. 2
d. 2 S'
+76.5
2,o a
250
'? 3�.
S.
i.
6, �j
,yIa'33
I_� 2
15 . M
250
gk35
1. 5o
15- �
S. -73
f Lf V. -'�-
0..2-1
-,f-76.3
2. o i
1 S'.43
250
gt3'1
1.75
1 s. b
5� 73
jyy.-7
o. t $
-#-7c Y
d "7 9
Iz5' N7
250
aggro
2.00
is, G
5. 73
WI -fir
a. Z2-
1,11
15151
250
Lit,40
2.25
Is. L
-73
1''l -g
0. 21
z
E S `, 5 S
250
4$,4a
2.50
1 S% {a
5 . i 3
1 LN . 9
0. t q,
+ 74v.1
SAMPLING INFORMATION
DATE 1 TIME DEPTH TO GROUNDWATER (FT)
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 r 7J� �F
WEATHER CONDITIONS AT TIME OF SAMPLING: e-�t4 R
SAMPLE CHARACTERISTICS: c (E�
COMMENTS: APPENDIX II LIST
SAMPLE COLLECTION NUMBER v;. i

SITE NAME FOOTHILLS LF
POINT ID: iV1W - 3R2
LOCATION: LENOIR, NORTH CAROLINA
FIELD REPRESENTATIV E S & S - B.CHIODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE/ PROJECT #:
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT)_
ELEV., MEAS. PT. (MSL):
DATE I - 27- 210
um
DEPTH TO BOTTOM (FT)_ 1 3. ) f
ELEVATION, G/W (MSL): r 2 oi. 439
TIME: START/FINISH 16. I 1(• Ys
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) S.G WAS WELL PURGED TO DRYNESS ( ) YES (X) NO
TOTAL VOL. EVACUATED (GAL) 2• 00 WATER LEVEL END PURGE (FT) 39. 29
TURBIDITY OF PURGINGS: START Ct5-A?- FINISH LQrz
EVACUATION STABILIZATION DATA
12H0.$3
TIME
PURGE RATE
(ML I MIN)
DTW
FT
CUMUL.
VOL (GAL)
TEMP.
(C)
pH
(Std.Units)
CONDUCT.
(umhoslcm)
TURBIDITY
(NTU)
REDOX
eh (mV)
❑.0.
(MGIL)
I
250
39-,
0
��,�
%. r7 oL
,� 73
5. 39
-2y 1
3.72
f [Q . 2,0
250
3 lq
0.25
15_7
2,76
:2 7 S
6. (oa
- zs 1
?. G
16'. Z'1
250
39,p+
0.50
15,7
9. $)
27S
(9
-2-G.3
,c.s
lv l zk
1 250
35.04
0.75
15' 9,
'T 9-55
275
6.01
-27.2
3 GZ
IV:32
250
39 K
1.00
13.9
7.qo
275
5.,j2.
-2rr.B
3.(.o
� V,3L
250
39.2-1
1.25
15.8
712-
2.76
57.15
- 21,5
3.5Y
V %)
250
39,zS
1.50
Is.g
7.91
27I.
'-1.57
-30. 3
3.53
Ap'.'-f 4
250
39z7
1.75
Is.8,
7.`i�
2,77
K,,r2
ho,vS
250
31.21
2.00
��.
�%�5
?77
�.qu
-3a.$
3.51
2EK)
F
2!@259
=
SAMPLING INFORMATION
DATE/TIME 1 27-2-Q I 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: C C•t7 �by�� ��
SAMPLE CHARACTERISTICS;
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER

SITE NAME FOOTHILLS LF
POINT ID: MW - l R2
LOCATION: LENOIR, NORTH CAROLINA
FIELD REPRESENTATIV E S & S - B.CHiODO
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE 1 PROJECT #: NA
EVACUATION INFORMATION
INITIAL WATER LEVEL (FT): • DEPTH TO BOTTOM (FT): �3•-?,Lf
ELEV., MEAS. PT. (MSL): I r±v . ELEVATION, GIW (MSL): ISO I. -a {v
DATE t" ;t7- '�' 0 TIME: START/FINISH 17 . r S 1 l r,7'. V 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) 41. S y WAS WELL PURGED TO DRYNESS { } YES (X) NO
TOTAL VOL. EVACUATED (GAL) '2- Od WATER LEVEL END PURGE (FT) rf S.10
TURBIDITY OF PURGINGS: START C LF,4 -(?— FINISH C L644
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN)
DTW
F7
CUMUL.
VOL (GAL)
TEMP.
C
pH
(Std.Units
CONDUCT,
(umhoslcm)
TURBIDITY
NTU)
REDOX
eh {mV)
D.O.
(MGIL)
l`7: I
25o
r�91�
o
t 2,I
�, yS
90..E
p. g �
+39. cf
IS-(
1—) : 0
250
ls.05
0.25
12A
GA/2
9— cf. 13
0.,9s
vi. -7
s y
1-7: 23
1 250
IS071
0.50
12
G.Vo
go, s
412
4,y2.
k S z
17: Z7
250
r-� 0-7
0.75
13. v
G .
S
1. v
ey2.7
/.S'r
17131
250
ISM
1.00
13.0
6.3
76. 2
I r G
+Vy, 0
/_ Y9
1733
250
1S 01
1.25
!?. o
6.37
j ,3
/. �2 Z
-t-q% /
/. 418
I-', 39
250
is og
1.50
k3, ❑
(, 35-
rI S 7
I. 19
4-ys o
I. yL
17: H 3
250
Is+o
1.75
13,1
6.3.E
�.
A 1 16
+`�a. r
1, YY
17; N-7
250
15 ,o
2.00
(3.1
�. 35
��.
1. IS
-�is:2
1. `15L
T-
SAMPLING INFORMATION
DATE 1 TIME 1 r 2-7- Ao / I T H r7 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 p F
WEATHER CONDITIONS AT TIME OF SAMPLING: 0Lq
SAMPLE CHARACTERISTICS: cyc�dg
COMMENTS: APPENDIX I LIST
SAMPLE COLLECTION NUMBER �2 3

SITE NAME: FOOTHILLS LF
LOCATION: LENOIR, NORTH CAROLINA
SAMPLE MATRIX: SURFACE WATER
EV,ACIUATION INFORMATION
INITIA ER LEVEL (FEET) NA
ELEVATION, MEAS.PT.( NA
DATE
METHOD OF EVACUATION:
POINT ID: SW-5
FIELD REPRESENTATIVE: E S & S - B.CHIODO
LAB SAMPLE 1 PROJECT #: NA
DEPTH TO BOTTOM (FEET) NA
ELEVATION, G1W (MSQ.- NA
TIME: START/FINISH 1
EVACUATION EQUIPMENT DEDICATED:
( ) PVC BAILER ( ) WELL WIZARD ( ) CONTINU ( ) 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 DR S
TOTAL VOLUME EVACUATED (GAL) WATER LEVEL AFTER PURGE (FT.)
TURBIDITY OF PURGINGS : START FINISH
EVACUATION STABILIZATION DATA
( ) YES ( ) NO
TIME
PURGE RATE
mlhtz
CUM
VOLUME
TEMP.
C
pH
Std.Units
SPEC. CONDUCT.
urrmhoslcm
TURBIDITY
NTU
OTHER
eh mV
NA
0
NA
NA
NA
SAMPLING INFORMATION
DATE 1 TIME 3-30 — 20 1 I LI 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
14 :07
�.
/
NA
GENERAL INFORMATION or
WEATHER CONDITIONS AT TIME OF SAMPLING: . .]
SAMPLE CHARACTERISTICS: C(�{ ��� N'T
COMMENTS: TOTAL AND DISSOLVED COBALT ONLY
SAMPLE COLLECTION NUMBER

SITE NAME FOOTHILLS LF POINT ID: mw - 9
LOCATION: LENOIR, NORTH CAROLINA FIELD REPRESENTATIV
SAMPLE MATRIX: GROUNDWATER LAB SAMPLE 1 PROJECT #:
ES&S-B.CHIOD❑
NA
EVACUATION INFORMATION
(a, a-.
TO BOTTOM +�� ��
INITIAL WATER LEVEL (FT): aZ
DEPTH (FT);
ELEV., MEAS. PT. (MSL): 1 3k qo. 9
ELEVATION, G1W (MSL): 22. (67
DATE 3_ 3b _-Z0
TIME: START/FINISH /! .` 3.S I �:15-
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) r�. `t `'i WAS WELL PURGED TO DRYNESS ( ] YES (X) NO
TOTAL VOL. EVACUATED (GAL)
WATER LEVEL END PURGE (FT)
TURBIDITY OF PURGINGS: START C L�1
FINISH C LAC
EVACUATION STABILIZATION DATA
TIME
PURGE RATE
(ML 1 MIN)'
DTW
FyT
CUMUL.
VOL
TEMP.
C)
pH
Sttd.Units
CONDUCT.
u cm
TURBIDITY
REDOX
eh mV
D.O.
MGILL`
i
250
1 S
GI 9.1L
nGAL
U
j
i . i
J •
rmh2E
/(NTU)
S�
��I+�.J
1439
250
V .tp
0.25
ji�+s.
/T{CJ.
1 ` "0
250
G$ 21
0.50
I 7
1:'f7
250
&E.t4
0.75
17.3
5"kq
O38'
f7o.3
3.07
`t; 51
250
G?.t"
1.00
17 `f
S. ky
6,35�
+7o.t/
7 It
S
250
&raz
1.25
17.E
. fr
0,32
3 Oi
111:99
250
$;tZ.
1.50
17,s
�. $'
f "'tom
0.36
Z vl
t 5,: v3
250
S*. z1
1.75
17.E
S"1111
0,127
+7J S
2,99
15:07
250
00'.ty
2.00
l7. G
5;1l !
f "j
0. 2 r
-1-71. G
15,41 1
250
GS+Z-#
2.25
17r i�
�'1 I
151.3
0. 2 Sr
f 71.7
j:1
250
14*,Zlfl
2.50
1 17.4,
1 Se- :$1
1.5e3,2
0.;ZG
71,S
�,�G•
SAMPLING INFORMATION
DATE 1 TIME 3--3o- 2D DEPTH TO GROUNDWATER (FT) 6 k ►2 V
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 [v
WEATHER CONDITIONS AT TIME OF SAMPLING: 75
SAMPLE CHARACTERISTICS: L.
COMMENTS: BENZENE ONLY
SAMPLE COLLECTION NUMBER 02